Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
March 17, 2020 - Council Packet
E «, Shakopee City Council March 17, 2020 7:00 PM City Hall, 485 Gorman St. Vision: Shakopee is a place where people want to be! A distinctive river town, with a multitude of business, cultural and recreational opportunities in a safe, welcoming and attractive environment for residents and visitors. Mission: Our mission is to deliver high quality services essential to maintaining a safe and sustainable community. We commit to doing this cost-effectively, with integrity and transparency. Key strategies: 1. Financial stability 2. Enhancing community strengths 3. Effective public services 4. Communication Mayor Bill Mars presiding 1. Roll Call 2. Pledge of Allegiance 3. Approval of Agenda 4. Consent Business - (All items listed in this section are anticipated to be routine. After a discussion by the Mayor there will be an opportunity for members of the Council to remove any items from the consent agenda for individual discussion. Those items removed will be considered following the Public hearing portion of the agenda. Items remaining on the Consent Agenda will not be discussed and will be approved in one motion.) A. Administration *4. A.1. *Certification of Delinquent Sewer and Storm Drainage Accounts *4. A.2. *City Council Minutes *4. A.3. *Monthly Financial Review- February 2020 B. Fire *4. B.1. *Resolution of Appreciation for Retired Firefighter Eric Bender C. Parks and Recreation *4. C.1. *Approval of 2020 Concession Agreements *4. C.2. *Shakopee Soccer Association Improvements Page 1 of 617 D. Planning and Development *4. D.1. *Canterbury Park llth Addition Final Plat *4. D.2. *Interim Use Permit for Canterbury RV Park *4. D.3. *Jackson Township AUAR *4. D.4. *Preliminary and Final Plat of River Bluff Addition *4. D.S. *Application to AARP Community Challenge Grant E. Police *4. E.1. *Application to COPS Mental Health and Wellness Grant *4. E.2. *Declaration of Surplus Property F. Public Works and Engineering *4. F.1. *2020 Sewer Service Lateral Pipe Rehabilitation Project *4. F.2. *Targeted BMP Study for Downtown Shakopee *4. F.3. *Scott County Traffic Management System Agreement *4. F.4. *Reroute Stormwater to Protect Historic Sites Project *4. F.S. *Establish a Municipal State Aid Street 5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL -Provides an opportunity for the public to address the Council on items which are not on the agenda. Comments should not be more than five minutes in length. The Mayor may adjust that time limit based upon the number of persons seeking to comment. This comment period may not be used to make personal attacks, to air personality grievances, to make political endorsements or for political campaign purposes. Council Members will not enter into a dialogue with citizens, and questions from Council will be for clarification only. This period will not be used to problem solve issues or to react to the comments made, but rather for informational purposes only. 6. Business removed from consent will be discussed at this time 7. General Business A. Administration 7. A.1. Emergency Response Policy and Update 7. A.2. Declaration of Local Emergency Due to COVID-19 8. Reports 8.A. City Bill List 8.B. Liaison & Administration Reports 9. Other Business 10. Adjournment to Tuesday, April 7, 2020 at 7 p.m. Page 2 of 617 Page 3of617 *4.A.1. Shakopee City Council March 17, 2020 FROM: Nathan Reinhardt, Finance Director TO: Mayor and Council Members Subject: Certification of Delinquent Sewer and Storm Drainage Accounts Policy/Action Requested: Adopt Resolution No. R2020-037, certifying assessments for delinquent sewer and storm drainage accounts from 2019, adding a $25 administrative charge for collection with payable 2021 property taxes and writing off 88 delinquent accounts (properties with balances of less than $20) totaling $845.45. Recommendation: Approve the resolution as requested. Discussion: The City routinely certifies past due utility bills for collection with the property taxes. All property owners have been notified that the utility bills are being certified to the County and have been given adequate opportunity to pay their bill. Resolution No. R2020-037 certifies delinquent storm drainage and sanitary sewer fees on the tax rolls payable in 2021. In addition to these delinquent amounts, a $25.00 administrative charge will be added to each account if not paid on or before March 3rd. After the accounts are certified, property owners will have 30 days to pay the balance interest free. After 30 days, interest will be charged at an annual rate of 6.0% dating back to the certification date. Staff has found that a majority of the delinquent accounts being certified are typically former tenants in rental units or prior owners of a property. Since the city's utilities are attached to the property, the city has the ability to collect past due balances through the certification process. In past years, staff has certified delinquent utilities in the fall with other special Page 4 of 617 assessments. City staff is now requesting this information shortly after year-end rather than waiting until the fall, which coincides with SPUC's end of the year delinquent process. This aids in the collection process, as the delinquent accounts are more current. This is beneficial when a property is dealing with new owners or prior tenants. Budget Impact: Certification of delinquent accounts ensures the city's utilities are reimbursed for services provided. ATTACHMENTS: D Res. No. R2020-37 D Certification List Page 5 of 617 RESOLUTION NO. R2020-037 A RESOLUTION ORDERING CERTIFICATION OF UNPAID UTILITY CHARGES PURSUANT TO MINNESOTA STATUTES, § 444.075, SUBD. 3 &. 3e FOR COLLECTION WITH PAYABLE 2021 PROPERTY TAXES WHEREAS, City staff sent out written notice on January 30, 2020 to 56 property owners with unpaid sewer system utility charges and unpaid storm water utility charges totaling $6,936.04, and WHEREAS, said written notice requested that the property owners pay their delinquent utility accounts full, or make arrangements for payment by March 3, 2020, and WHEREAS, as of March 13, 2020, the unpaid balance has been reduced to 27 property owner totaling $3,280.11, and WHEREAS, Minnesota Statutes, Section 444.075, Subd. 3 & 3e provides, with respect to municipal water, sanitary sewer and storm sewer charges, that "the governing body may make the charges a charge against the owner, lessee, occupant or all of them and may provide and covenant for certifying unpaid charges to the county auditor with taxes against the property served for collection as other taxes are collected." NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF SHAKOPEE, MINNESOTA, AS FOLLOWS: 1. The unpaid utility charges, as set forth in the attached list, less any collections between March 13, 2020 and the certification date are hereby approved to be certified to the Scott County Auditor for collection as other property taxes are collected. 2. An additional $25.00 administrative fee will be added to the delinquent amount if the delinquent amount is not paid to the City on or before March 17, 2020. 3. The owner of any property so assessed may, at any time prior to April 17, 2020, can pay the whole amount of the assessment on such property without interest to the City of Shakopee Finance Department. 4. Such assessments shall be payable in the one installment, payable on or before the November 15, 2020 and after April 17, 2020, and shall bear interest at the rate of 6.0 percent per annum from the date of the adoption of this assessment resolution. 5. The owner may thereafter pay to Scott County Treasurer the installment and interest in process of collection on the current tax list. To the one installment shall be added the interest on the entire assessment from the date of this resolution until December 31, 2020. 6. 88 delinquent accounts totaling $845.45 are written off as uncollectible. Page6of617 Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2020. ATTEST: City Clerk Mayor of the City of Shakopee Page 7 of 617 2019 Delinquent Accounts 2020 DELINQUENT ACCOUNTS Account Name Sewer Storm Grand Total 270013640 77.85 7.71 85.56 306 SOMMERVILLE ST 77.85 7.71 85.56 270016410 46.53 7.71 54.24 636 FULLER ST 46.53 7.71 54.24 270040070 52.8 3.99 56.79 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. 620 BLUFF AVE E 52.8 3.99 56.79 270120310 169.25 15.42 184.67 960 FULLER ST 169.25 15.42 184.67 270170260 50 10.28 60.28 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. 740 ADAMS ST 50 10.28 60.28 270180130 22.9 5.14 28.04 270320130 50.01 7.71 57.72 518 DAKOTA ST S 50.01 7.71 57.72 270360040 59.76 7.71 67.47 1505 4TH AVE E 59.76 7.71 67.47 270360340 29.13 7.71 36.84 314 SHAWNEE TRL 29.13 7.71 36.84 270360630 57 7.71 64.71 208 SHAWNEE TRL 57 7.71 64.71 270360690 19 2.57 21.57 220 SHAWNEE TRL 19 2.57 21.57 270750020 656.26 72.86 729.12 1205 1ST AVE E 656.26 72.86 729.12 271630141 67.41 7.71 75.12 1486 ROUNDHOUSE CIR 67.41 7.71 75.12 271770210 57 7.71 64.71 1274 SWIFT CIR 57 7.71 64.71 272090070 87.56 10.28 97.84 563 WESTWIND AVE 87.56 10.28 97.84 272090420 24.23 10.28 34.51 504 MONNENS AVE 24.23 10.28 34.51 272180010 41.75 2.57 44.32 1954 FARI BAU LT ST 41.75 2.57 44.32 272500700 57 7.71 64.71 6651 CARLISLE CURV 57 7.71 64.71 272830020 20.28 20.28 1364 EAGLE CRK BLVD #213 7.8 7.8 1364 EAGLE CRK BLVD #214 1324 EAGLE CRK BLVD #312 1364 EAGLE CRK BLVD #122 5.85 4.68 1.95 5.85 4.68 1.95 272870010 30.84 30.84 1173 KENNSINGTON DR 7.71 7.71 Page8of617 2019 Delinquent Accounts Account Name 1143 KENNSINGTON DR 273020040 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. 6426 OXFORD RD N 273050360 6774 FALMOUTH CURV 273521100 2386 DOWNING AVE 273560400 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. 8434 GROVE PL 273690430 2837 WYNDAM CT 273712500 1405 CONEFLOWER LN 273712680 1408 SAVANNA DR (blank) ................................................................................................................................................... (blank) Grand Total Sewer Storm Grand Total 23.13 23.13 79.21 12.85 92.06 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. 79.21 12.85 92.06 133.42 13.12 146.54 133.42 13.12 146.54 18 7.71 25.71 18 7.71 25.71 50.74 5.14 55.88 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111. 50.74 5.14 55.88 138.69 17.99 156.68 138.69 17.99 156.68 612.49 61.68 674.17 612.49 61.68 674.17 200.9 48.83 249.73 200.9 48.83 249.73 2858.89 421.22 3280.11 Page9of617 *4.A.2. Shakopee City Council March 17, 2020 FROM: Lori J. Hensen, City Clerk TO: Mayor and Council Members Subject: City Council meeting minutes of March 4, 2020. Policy/Action Requested: Approve the minutes of March 4, 2020. Recommendation: Approve the above action as requested. Discussion: Budget Impact: ATTACHMENTS: D March 4, 2020 Page 10 of 617 E «, Shakopee City Council Minutes March 4, 2020 7:00 PM City Hall, 485 Gorman St. Mayor Bill Mars presiding 1. Roll Call Present: Mayor Bill Mars, Councilmembers Jody Brennan, Matt Lehman, Jay Whiting Absent: Angelica Contreras Staff Present: City Administrator Bill Reynolds, Assistant City Administrator Nate Burkett, City Attorney Jim Thomson, City Engineer/Public Works Director Steve Lillehaug, City Clerk Lori Hensen, Planning/Development Director Michael Kerski, Park/Recreation Director Jay Tobin 2. Pledge of Allegiance 3. Approval of Agenda Reynolds asked to move item 9.A.2. to 6.A. Lehman asked to move item 9.B.1. to 6.B. Councilmember Jay Whiting made a motion to approve the agenda as modified, seconded by Councilmember Matt Lehman and the motion passed. 4-0 4. Consent Business - (All items listed in this section are anticipated to be routine. After a discussion by the Mayor there will be an opportunity for members of the Council to remove any items from the consent agenda for individual discussion. Those items removed will be considered following the Public hearing portion of the agenda. Items remaining on the Consent Agenda will not be discussed and will be approved in one motion.) Lehman remove 4.A.4. for further discussion Councilmember Matt Lehman made a motion to approve the consent agenda as modified, seconded by Councilmember Jody Brennan and the motion passed. 4-0 Page 1 tb5617 A. Administration *4. A.1. *Shakopee Brewhall Renewal of Consumption License Approve the consumption and display license for Dilemma. Brewing Co. dba Shakopee Brewhall at 124 First Avenue East. (Motion was carried under consent agenda.) *4. A.2. *City Council Minutes Approve the meeting minutes of February 18, 2020. (Motion was carried under consent agenda.) *4. A.3. *Appointments to Boards and Commissions Approve resolution R2020-022, a resolution appointing individuals to various boards and commissions. (Motion was carried under consent agenda.) *4. A.4. *Resolution Rejecting SPUC's Unilateral Modification to the Method of Calculating the SPUC City Contribution Councilmember Jay Whiting made a motion to approve Resolution Number R2020- 020, a resolution Rejecting Shakopee Public Utilities Commission's Modification to the Method of Calculating the Amount of the Commission's Payment to the City, seconded by Councilmember Jody Brennan and the motion passed. 3-1 Nays: Lehman *4. A.S. *Council Appointment -Equity Team Appoint Councilor Angelica Contreras to the city's equity team. (Motion was carried under consent agenda.) B. Fire *4. B.1. *Application to FEMA Assistance to Firefighters Grant Adopt Resolution R2020-019. (Motion was carried under consent agenda.) C. Parks and Recreation *4. C.1. *Temporary Liquor License to City of Shakopee Parks and Recreation Department for special event. Approve temporary on -sale liquor license to City of Shakopee Parks and Recreation Department for NHL Alumni Event (Fundraiser for Parkinson's) held at Shakopee Ice Arena. on April l lth, 2020. (Motion was carried under consent agenda.) D. Planning and Development Page 22 b5617 *4. D.1. *Resolution Setting Public Hearing For Vacation of a Portion of the Vierling Drive Right -of -Way in West Shakopee Gateway First Addition Adopt Resolution No. R2020-021, a resolution setting a public hearing for the vacation of a portion of the Vierling Drive right-of-way in West Shakopee Gateway First Addition. (Motion was carried under consent agenda.) E. Public Works and Engineering *4. E.1. *Park Restroom Cleaning Contract Approve cleaning contract with Treasure Enterprises, Inc., in the amount of $34,880.31 for annual park restroom cleaning services. (Motion was carried under consent agenda.) *4. E.2. *Drainage and Utility Easement Encroachment Agreement Approve drainage and utility encroachment agreement for 1369 Danita Drive (PID 273800470). (Motion was carried under consent agenda.) *4. E.3. *Recycling Grant for Clean -Up Days Accept the Scott County sub -grant program participation and funding and authorize execution of the Recycling Program Agreement. (Motion was carried under consent agenda.) *4. E.4. * 12th Avenue Trail Project Approve Resolution R2020-017, approving plans and ordering the advertisement for bids for the 12th Avenue Trail Project CIF-20-003. (Motion was carried under consent agenda.) *4. E.5. *Cooperative Agreement with Scott County for Trail Preventative Maintenance Approve authorization to enter into a Cooperative Agreement with Scott County for trail preventative maintenance. (Motion was carried under consent agenda.) 5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL -Provides an opportunity for the public to address the Council on items which are not on the agenda. Comments should not be more than five minutes in length. The Mayor may adjust that time limit based upon the number of persons seeking to comment. This comment period may not be used to make personal attacks, to air personality grievances, to make political endorsements or for political campaign purposes. Council Members will not enter into a dialogue with citizens, and questions from Council will be for clarification only. This period will not be used to problem solve issues or to react to the comments made, but rather for informational purposes only. 6. Business removed from consent will be discussed at this time Page 33 b5617 6.A. Presentation by the City of Savage Regarding Rail Transportation 6.B. Youth Access Tag at Shakopee Community Center Councilmember Jody Brennan made a motion to approve implementation of Youth Access Tag at Shakopee Community Center, seconded by Councilmember Matt Lehman and the motion passed. 4-0 7. Recess for Economic Development Authority Meeting 8. Reconvene 9. General Business A. Administration 9. A.1. Appointment to Shakopee Public Utilities Commission Councilmember Jay Whiting made a motion to place a Councilmember onto Shakopee Public Utilities Commission, seconded by Councilmember Jody Brennan and the motion passed. 3-1 Nays: Lehman Councilmember Jay Whiting made a motion to approve R2020-023, a resolution appointing individuals to Shakopee Public Utilities Commission appointing Kayden Fox and Councilmember Brennan, seconded by Councilmember Jody Brennan and the motion passed. 3-1 Nays: Lehman B. Parks and Recreation 10. Reports 10.A.City Bill List Informational only 10.B.Liaison & Administration Reports Informational only Page 4Lbb5617 11. Other Business 12. Adjournment to Tuesday, March 17, 2020 at 7 p.m. Councilmember Jay Whiting made a motion to adjourn to March 17, 2020 at 7:00 p.m., seconded by Councilmember Jody Brennan and the motion passed. 4-0 Page 55 b6617 *4.A.3. Shakopee City Council March 17, 2020 FROM: Nathan Reinhardt, Finance Director TO: Mayor and Council Members Subject: Monthly Finance Review - February 2020 Policy/Action Requested: Review of February 2020 General Fund revenues and expenditures, and the Community Center, Ice Arena and SandVenture year -over -year comparison. Recommendation: Information Only Discussion: General Fund -February 2020 (See attachment) This early in the year, the timing of one of two large receipts or payments tend to skew the variances. Revenue Variances (+1- 10% of 17% target) • Special Assessments is a negative amount due to the payment to Republic Services for delinquent garbage assessments. Similar to last year, this account will be negative until we receive our first and second half tax payments. • Investment income has not been posted to miscellaneous revenue. We typically wait to allocate the first couple months of interest until the previous year is closed and ending cash balances within all the funds have been finalized for a more accurate interest allocation. Expenditures Variances (+1- 10% of 17% target) • Departmental expenditures are within the normal range and similar to last year's expenditures through February. Community Center/Ice Arena/Sand Venture -February 2020 (See attachment) Page 16 of 617 Similar to the analysis of the City's General fund, reviewing revenue and expenditures early in the year can be easily skewed depending upon what type of transactions did or did not occur. At this point in the year variances for all three operation areas are minimal. Budget Impact: ATTACHMENTS: D February 2020 Monthly Financial Report D February 2020 Recreation Facilities Year -to -Year Comparison Page 17 of 617 01000 - GENERAL FUND REVENUES: * - TAXES * - SPECIAL ASSESSMENTS * - LICENSES AND PERMITS * - INTERGOVERNMENTAL * - CHARGES FOR SERVICES * - FINES AND FORFEITS * - MISCELLANEOUS TOTAL REVENUES EXPENDITURES: CITY OF SHAKOPEE Monthly Financial Report YTD February February YTD Budget YTD 2020 2020 2020 Balance Percent 2019 Budget Actual Actual Remaining Used Actual 17,584,900 2,097 0 17,584,900 0% 0 7,000 0 (27,255) 34,255 (389)% (29,890) 2,191,100 200,299 402,921 1,788,179 18% 526,167 1,326,600 283,753 264,712 1,061,889 20% 242,503 6,778,500 353,518 840,251 5,938,249 12% 1,027,974 1,700 225 150 1,550 9% 500 208,200 2,972 4,953 368,468 (77)% 61,803 28,098,000 842,864 1,485,731 26,777,490 5% 1,829,055 11 - MAYOR & COUNCIL (191,100) (9,972) 12 - ADMINISTRATION (2,102,700) (179,403) 13 - CITY CLERK (426,600) (47,016) 15 - FINANCE (966,700) (78,895) 17 - PLANNING AND DEVELOPMENT (592,300) (68,446) 18 - FACILITIES (601,300) (43,378) 31 - POLICE DEPARTMENT (9,214,600) (730,006) 32 - FIRE (2,762,700) (225,537) 33 - INSPECTION-BLDG-PLMBG-HTG (1,286,900) (99,961) 41 - ENGINEERING (1,119,900) (83,225) 42 - STREET MAINTENANCE (2,405,300) (178,151) 44 - FLEET (450,500) (37,147) 46 - PARK MAINTENANCE (2,531,000) (143,642) 66 - NATURAL RESOURCES (150,700) (18,515) 67 - RECREATION (4,210,400) (280,559) 91 - UNALLOCATED (130,300) (1,107) TOTAL EXPENDITURES (29,143,000) (2,224,960) OTHER FINANCING * - TRANSFERS IN * - TRANSFERS OUT OTHER FINANCING TOTAL FUND TOTAL Key (37,806) (153,294) 20% ,; (62,223) (330,013) (1,772,687) 16% a (272,068) (79,670) (346,930) 19% (53,920) (140,356) (826,344) 15% (87,337) (111,647) (480,653) 19% (94,197) (83,303) (517,997) 14% (75,566) (1,342,406) (7,872,194) 15% (1,214,801) (360,775) (2,401,925) 13% (340,820) (242,813) (1,044,087) 19%a (135,628) (124,427) (995,473) 11 % (125,754) (347,012) (2,058,288) 14% (395,617) (66,113) (384,387) 15% ;a (67,308) (271,250) (2,259,750) 11% (250,257) (19,621) (131,079) 13% ;a (33,189) (490,668) (3,719,732) 12% ,; (456,664) (1,370) (128,930) 1% (1,583) (4,049,250) (25,093,750) 14% ra (3,666,934) 250,000 0 0 250,000 0% 0 0 0 0 0% 250,000 0 0 250,000 0% (795,000) (1,382,096) (2,728,740) 1,933,740 Varies more than 10% than budget positively Varies more than 10% than budget negatively Within 10% of budget 0 0 0 (1,743,599) Page 18 of 617 RECREATIONAL FACILITIES OPERATING BUDGET TO ACTUAL Business Unit 0672 - SANDVENTURE REVENUES WAGES AND BENEFITS OPERATING EXPENDITURES 0672 - SANDVENTURE 0673 - ICE ARENA REVENUES WAGES AND BENEFITS OPERATING EXPENDITURES 0673 - ICE ARENA 0674 - COMMUNITY CENTER REVENUES WAGES AND BENEFITS OPERATING EXPENDITURES 0674 - COMMUNITY CENTER Budget 2020 (196,500.00) 156,700.00 168,400.00 128,600.00 Feb YTD Actual 2019 (1,778.99) 4,686.21 10,521.98 13,429.20 (895,000.00) (148,420.97) 356,700.00 50,071.78 510,800.00 40,516.60 (27,500.00) (57,832.59) YTD, Actual 2020 0.00 (2,056.00) 5,091.72 10,966.78 14,002.50 0.00 (83,456.52) 58,916.64 39,733.30 15,193.42 0.00 (1,006,300.00 (200,325.72) (221,360.58) 1,095,900.00 159,443.50 157,960.02 816,100.00 83,401.67 98,767.96 905,700.00 42,519.45 35,367.40 YTD Year Variance Actual 277.01 (405.51) (444.80) (573.30) (64,964.45) (8,844.86) 783.30 (73,026.01) 21,034.86 1,483.48 (15,366.29) 7,152.05 YTD Year Variance % Actual 15.57 8.65 4.23 4.27 (43.77) 17.66 (1.93) (126.27) 10.50 (0.93) 18.42 (16.82) DEFERRED REVENUE- CC MEMBERSHIPS 254,101.00 254,109.00 8.00 0.00 Page 19 of 617 3/9/2020 2:18:02 PM Page 1 of 1 *4.B.1. Shakopee City Council March 17, 2020 FROM: Rick Coleman, Fire Chief TO: Mayor and Council Members Subject: Resolution of Appreciation for Retired Firefighter Eric Bender Policy/Action Requested: Approve Resolution No. R2020-039, a Resolution of Appreciation for Retired Firefighter Eric Bender. Recommendation: Staff recommends Council approve this resolution. Discussion: The Shakopee Fire Department hosts a banquet each year to recognize those firefighters who have retired in the past year with 20 or more years of service. This year Eric Bender will be recognized along with Dave Judd. Budget Impact: No budget impact. ATTACHMENTS: D RESOLUTION NO. R2020-039 Page 20 of 617 RESOLUTION NO. R2020-039 A RESOLUTION OF APPRECIATION TO ERIC BENDER WHEREAS, the residents of the City of Shakopee have had the fortune of having the services of capable and dedicated firefighters available for the past 137 years; and, WHEREAS, those individuals who are members of the City's Fire Department devote many hours of their time for training, preparing, and responding to emergency calls within the City and surrounding areas; and, WHEREAS, Eric Bender was a Firefighter of the Shakopee Fire Department for 20 years from 1999 to 2019; and, WHEREAS, Eric diligently and unselfishly served the residents of the City of Shakopee while a Firefighter of the Shakopee Fire Department; and, WHEREAS, Eric served as a Captain, ensuring all firefighters were properly trained and had the necessary equipment; and, WHEREAS, Eric faithfully responded to numerous fire and emergency calls regardless of the untimeliness of said calls and personal and family disruptions; and, WHEREAS, on many occasions Eric put the health, safety and welfare of Shakopee residents ahead of his own personal safety. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Shakopee hereby extends its token of thanks and appreciation to Mr. Eric Bender for his 20 years of service to the City of Shakopee and the community at large. Adopted in regular session of the City Council of the City of Shakopee, held this 17th day of March, 2020. Mayor of the City of Shakopee ATTEST: City Clerk Page 21 of 617 *4.C.1. Shakopee City Council March 17, 2020 FROM: Jay Tobin, Parks and Recreation Director TO: Mayor and Council Members Subject: Approval of 2020 Concession Agreements Policy/Action Requested: To approve the 2020 Concession Agreements with Shakopee Youth Hockey Association, Shakopee Soccer Association, Shakopee Indian Baseball and Shakopee Coyote Baseball. Recommendation: To approve the 2020 Concession Agreements with Shakopee Youth Hockey Association, Shakopee Soccer Association, Shakopee Indian Baseball and Shakopee Coyote Baseball. Discussion: Non -Profit Sports Organizations in the community have continued to operate concession stands at the Ice Arena, Schleper Stadium and the 17th Avenue Sports Complex through partnership agreements. By operating these concession stands they offer services to those attending events in those spaces that would be cost prohibitive for the city to operate while also providing some revenues from sales to lower some of the operational costs that is passed on to Shakopee families who participate in those community sports programs. Budget Impact: The City receives 10% of gross revenues from all concession stand agreements. ATTACHMENTS: D SYHA Concession Agreement Summer 2020 D SSA Concession Agreement 2020 D Indians Baseball Concession Agreement 2020 D Coyotes Baseball Concessions Agreement 2020 Page 22 of 617 01. Se01 S UO! *spiepueis dSN alepdaidde laow isnw luawdoba oqT luawdoba 6uRs!xa eq o uoipppe JO jo Tuawaoeidai ui Awe ‘papeau s!luawd!nba Ji.sassoi Lions luawnoop Alq6noioLg 'legs YHAS *ainnelluawd!nbe JO a6eino Jamod eo anp spool paleiebpja, JO uazoillo e6epods wo.y. 6umnsai sassol Aue lo ism et.0 JOJ ansuodsai aq VHAS *suo!ssaouoo Jo ales aql fuesseoeu se wawd!nba pue senoej i!edei pue uppew `ap!Aoid 04 saaJbe VHAS ozoz Jaq jo q JO UO apeswewAed 3 uawd!nbe pue so pipej. puels uo!ssaouoo euapvlo esn aql Joj euaiv aoi eadmieqs a 14 sales suo!sseouoo w0J sales ssois lo o/00 I, A110 ato Aed 04 saw6e VHAS *sapue6e le4uawuJeAo6 lle pue Aue iq pai!nbei se puels uo!sseouoo e awn& 04 fuessaoeu wand pue sesueogfle upw!ew pue u!elqo 04 saai6e VHAS owl "El *puels uo!sseouoo appino palepdnipalsod aq 04 spaau sAemi ainpagos Appam *sip= iewai aoi Jawwns ANN uo ainpagos a6uego 04 gels gm% vom illm Ja6euen samiped uontana8 sAepuns Pue lAlc100:5-1AIV00:6 sAepinleS pue LAidoc:8-1d0 e *v4c100:9 iniV00:0:9 jo sap; 0144 uaempq Aepepuon pue ‘suo!sses aleNs uado `swawewnoi `saweo looLios IAN 6upnp pueis uo!ssaouoo eueiv 901 eadoNeqs aql suo!sseouoo poolio sales eq. J0j, 99011J95 alaidwoo pue ap!Aoid 04 saal6e YHAS *v VHAS dO SIHOIN (]NV sama :smog); se aal6e seped aqi 'U!0i014 94B4S uoippuoo pue SWJO4 `ses!woid 0144 JO uoi p!suoo u! 'atojeJeLo gmoN tuaiv 031 aadmieqs q4 le *Ain at.ilmie!ogauaq s! go!qm s6u!wea uo!ssaouoo sash VHAS ‘sealaqm pue !Apunwwoo ein u! Aallooq LonoAlo poddns 6u!o6uo aql Joj. spunj asp 04 Apo u! euarcei aoi eadmieqs014448 SaDIAJOS UO!5990U09 ap!Awd 04 satisvA VHAS 'sealaLIAA pue !anueAai e48ieue6 pue `suoiled eualv aol oodoeqS uo u 6upnoid 40 snoi!sep s aadmieLis lo kL10 9114 ‘seataLim :14139S3NIIM .(„VHAS” se ol pallejal Jalleu!alaq) elosauum Jo awls 'loos Jo Awnoo 0144 u! uop, °clp° ploiduou e ‘uoRepossy icallooH Lonoik, oadolegs pue Lkuo„ se ol pauajai Jaileupiaq) elosauugAi40 04849 '4400940 Alunoo aqi u! ‘aadoNeqs uewmo 99j 48 paleool `uopiodioo ledpunw elosauum e `aadoNeqs Jo Apo aqi, ueohneci pue Aq IOZOZ ‘—kieinciad jo Aep s!144 ow! paialua pue apew 4UawaaJ6e s!Lii OZOZ4 41:91, Jequiel,des 1.13MW IN3V133110V NOISS30N00 NOI VIOOSSV A3)40011 wino)+, 3dON VHS Page 23 of 617 Alio aLilo slsoo ou le pue esuedxo VHAS papnoid snug aoueinsu! IIV a6eJanoo jo alep uoge.Oxa eq 0 Jopd seep oc kLIOat4 OT pap!Awd aq 'legs saleopieo lemaualj •a6eianoolo suoReoupow JO uogeliaoueo ol iopd sAep oc iseal 1 papou Ain equeLil aouawa panss! seleowpeo et4 pue apv‘wd Hells samod lie pue ‘)pato 410 oq 04 papwqns aq lsnw aleowpao einlo Adoo v .spainsu! leuomppe se sJaaiunioA pue 'sea/C(0w° `slua6e `sieptgo si! `eadmieLis jo ij eLn. aweu ;snw aleowpao aoueinsu! paqnbai qj aouann000 ied 000‘001-$o lunowe aLri u! a6ewep Apadoicliaig 000'000'1-$ ‘90uau11000 and 000'000'11 Jo luno°2eCwilnwIlueiw6aaj6g6Tepleil:lluqee6!1 pue laoualln000 id Acieu lonpoid pool leieue6 aNsuagaidwoo JOJ aoueJnsui 40 aleowpao 9 aeo 04 saw6e VHAS •suoReiado suo!ssaouoo VHAS Aq paA,J9S JO Limm paleposse suosied Aue JO tuwied ‘siaalunioA `saaAoldwe ‘siaogjo 'swebe si! 'VHAS jo suops!wo JO sloe 944 Aq ped u! JO Allow pauope000 Apadwd JO suosJad sawyqe!i pue sa6ewep loainiu! ‘sassol (spelo Ile pue Aue woJ.j saaAoldwa pue s4ua6e 'snow jo e pue AJJOaql ssaiwieLi Nog pue ones 'Apuwapu! 'legs pue !uoaiagl Aiinlmel uosied Aue Ja6uepue 04 lou se as sas!weid 941 uodn sawngoe lonpuoo 'legs VHAS •sioloai!ci 40 peog s oi. VHAS Aq peiedad podia iepueug, uo!ssaouoo eueiy aol aLIT o /doo e LwArk kLIO aqi. aptioid Iteqs VHAS ‘OZOZ ‘410£ Jaciwaidas aiojeci JO u() 'H .suNeJado suo!sseouoo Joj lun000e 6uppaL4o alaiedas e upluplu Illm VHAS •Joloaqa eoueuu aLn, iq uodn paai6e aq 'legs sicipoal SSOJO SpJ03OJ a6eAup11s AJ01U8AU! ApJaA 04 pue `sepowaAu! Jo 6upfe4 844 49 i.uasaid aq 0 ue `spiooai fuoweAu! 118 `soopnu! Lions jo wawAed Joj wag° paiaoueo Ile ‘sauddns pue spoo6 uo!ssaouoo Joj saopAu! 6upniou! ‘4uaweei6e aql Jo aouewnliad 94 L.mm paleposse spiooai lie Isanbai uodn ‘MG!AGJ 01 slue& Jiato JO Jownv eielS eta Jo A110 aql mop 04 s0ai6e J0qPfl4 VHAS `t, uo!s!mpqns 'wag!, selmeis elosouum Lipm aouepi000e ul ssoi5 eq; 40 aieqs sdaio 811440 aouepwai 8141 LiplA 6u01e powwqns aq pegs spodei Lions .,uto eLn, Aq panoidde swioi uo liodau Liseo e pue walsAs puewea Liseo sepniou! Lio!Lim welsAs lanuoo leulaw! ue u!emew 04 saat6e VHAS '0 'Nf83d pue Aed aoueiaAas JO Ampesp `uopsuedwoo wawkidwaun (uoResuadwoo sdevom ‘9Aeei uoReoen pue No!s (aleo ielidsog pue leopew ‘s4116p ainuaT `uon.eppi inoLipm tupniou! aLIT JaneosleLim pupt Aue Jo spjauaq JO s4116p `uoResuedwoo Aue 04 papue aq lou 'legs VHAS givIA pewposse leuuosied Jaw° JO lauuosied Lions .4Lieweal6e s!Ln Jepun pewaoped Se0!AJeS /Cue 04 Toadsei Lgyvk 9141 Jo sameluesaidai JO sivabe `sea/Coldwe 40U OJ saaAoldwe Jaw pue swepuepe `siaalunion `siosyuadns `siabeuew 'snow° pue Jopealuoo luepuadepu! ue TeLiT pue eq pue ilasp ueamlaq snupedoo 40 ciNsuogelai aLIT saLisucielso JO seleaio u!aieti pau!ewoo 6uNiou min spueisJapun pue 900.168 osie VHAS .sapue6e 4Uewunno6 lie pue Aue Aq papnbai se sainpeowd outipueg pue uoReJedad pool u! leuuosJed asoLiT u!eil pue `suoRendo uo!sseouoo eueiv 001si! J04 lauuosiod JeLgo pue `(s)wepuelle '(s)Josvuedns '(s)Ja6euew e ap!Awd 04 saei6e VHAS Page 24 of 617 ",uio Aq lenalcide Jopdlnowtvt sienmpu! Jaw o siCaN i!eql JejSUBJ1 OU Aew Ts!i uo sienmpui "puels uo!sseouoo eqlo sAam panss! aq ivm gauuosJad vRis go!qm aleu6!sap wpik ueid sNi "ewe uo!ssaouoo eq o sseooe 614041,100 Joi ueid Apinoas e clopnap OT vom Oaei6e ADO eql Pue VHAS S.LHOIHONV Sammot "kLI 6uqwnd pue /q panaidde pue p senbai aq o peau sluawaAoldw! Auy "3 IE suoRein6ai apoo Jed coeds aqi q u lu!ew pue apnwd Ain atu "a "Eril u! pawls Uet.41. J9140 uoseai AU8 J0j. VHAS o col uepim siep 41-1Lnuodn Tuawaei6e siq aleu!LuJel Aew Jolla all '9 quawawBe Japun sapp moped o; sllej es!Nuallo JO 94.19A9 jo ainpagos eueN aoi aadmieqs Lam aouep000e u! Se0V1J9S uo!sseouoo °woad oi sl!eJ VHAS leL111LleAeei u! weweaZe aleu!Lwai. Aialepaww! Aew kLIO aqi "El "puels uo!ssaouoo u! paiols JO pivawdinbe JO s!pue1pJ8W paftwep JO ueiols JO j Amell ou sawnsse ,un atu. "eueiy aoi eql4e coeds amenene jo suoRepwg paigns 'sapowanu! VHAS JO j a6eJols apnoid o saaJ6e ADO all skt 33d0NVHS JO A110 3H1 JO &MOM ONV smina .11 *VCIV eq jo uogelovt e 6uPalie Bulloaaooid JO uogoe Aue ut eum. gels pue sae). Aawone isa6ewep O papum Toulnq 6u!pnpu! sisoo woij Alio eq Apuwapu! pue ssaiLweg nog o saaJ6e VHAS "suopin6ei luawdoiaAaa uecpn pue 6u!snoH ioluewpedea "s-n aql jo c9"8 uogoes Aq palepuew se 'EL61, ploy uoilempegaa at4/40 10g uogoas 1.mm aoue!iciwoo eleup000 o pue ‘suog.ein6ei aoRsnr jo wawpedaa "s"n 0lfl jo Lovgc uogoes paJobai se '(vOV) 0661, 40 loy sawciesu sueopewv aql Lipm eoue!iciwoo alempej sJoieunamoo paEeu6isep seq kLIO aqi "sagitipe pue ‘sweg3oid ‘S091AJ8S iie u! eledpped o sawimesp Lipm sienpvvu! moue01 pawaid aq !um uoRepoww000e Isanbai uodn "sapme JO ‘swei6o.id `SeOlAJOS ST! u! wawAoldwe Jo luau JO '01 sseooe JO uoiss!wpe 0Lfl u! Appciesp jo s!seq 0I uo aleupposp 01 Tou pue Tov se!i!llcies!G LIMA sueoPowV Aidwoo 01 saaibe VHAS "uoReup 1e6all! 6uPa1ie 6ulloaeooid JO uope Aue u! awR gels pue saaj Aawom ‘sabewep 01 papw!ilou Tnq bullonioul sisoo way. Ain ato Apuwepu1 pue ssaiwieg ploy 01 saaiBe VHAS "smeis le!uwej JO e6e 'aouels!sse o!icind ol peal tam snieis pue Amgesp isnleisielpew ‘xes u!6po ieuogeu 'uo!6!ieJ 'peon `Joloo 'eoei jo siseq 0111 uo 1uawaaJ6e jo aouewioped u! uo4eupposup 6uwcpqoici smei leJapej pue awls pomp.' Jaylo pue 69.1.8 I, sap-1481s eiosauum Lipm Aidwoo 01 see-168 VHAS uogeu!wiel. Jo 08p011140 se peNii0 aouewww lini 94 Alio 0114 Aed 04 saa-16e VHAS 'Aped Jaipe Aq uopu!wia4 vans jo 1U9A9 eql ui "En1 u1 paumno se Iclaoxa aoRou uagpm sikep (oc) Apia uodn TuaweaZe s!Lil aieu!wial icew VHAS Page 25 of 617 NOIIVIOOSSY k2NOOH Hinw. 33dONVHS JoleAsp 10 Ain PVAl!O JO 33dONVHS dO A1.10 anoqe TSJ!J JeeiC pue Aep aq n jo se pezpoq ne Ainp own aqi `siaog.jo Jadad i!aq.1 Aq pelnoaxa aq ollueweei6y pasneo anal se!ped qT LdOBHM SS3N.LIAA NI .moseuuDillo aleTs eq O smel aq; Aq pawano6 aq llegsluawaaJ6y sqj -A.110 9q4 o U9SUO3 ue!JM eq q Tdeoxe oqu6sse oqou eqsuewe6V s!ill "3 •olaiaLi seped Aq paubp pue 6u!ipm u! apew ssalun pieaq !legs luewaaiDif s!Lil lo swaal epueppe JO uoReowpow ‘uoRewaile ouiew pue Iwo JO uaupm ‘siesodaid JO swaweei6e Jopd iie sapasJedns pue sa!ped wen uaamlaq iueweei6e a.qu eq swesaidailuawaei6v sm Imo paai6e pue poolsiapun Anenmw s!li -a "VHAS pue Joloa.qa uogealoael pue sved eadmieqs oq Aq uodn paa,i6e Allem= aq 'legs VHAS Aci PIOS swel! uo!sseouoo 40 64eNoed pue saopd ‘sazis 6uvues 'seal eq lag ee6e kL10eql pue VHAS Illm A110 eq.I. 4q6!u goes 6q1-11. uO!sSeoUO 10 0 .Naam wee 6upeap J0011 AA8ell eq uppew A9 umop ad!m pue dow Tods `d9eMS VHAS 13 isuopadsu! ‘eoueu w.ew 6u!pllnq BuRonpuoo Joj 008 °net.] ipm gels kL10 t4o!qm aieu6pap osie illm ueid Page 26 of 617 Shakopee Soccer Association CONCESSIONS AGREEMENT 2020 This agreement, made and entered into this 2020, by and between the City of Shakopee, a Minnesota municipal corporation, located at 485 Gorman Street, Shakopee, in the County of Scott, State of Minnesota (hereinafter referred to as "CITY") and the Shakopee Soccer Association, (hereinafter referred to as "SSA"). WITNESSETH: Whereas the CITY is desirous of providing efficient concession services to patrons of the 17th Avenue Sports Complex; and Whereas the SSA wishes to provide concession services at the 17th Avenue Sports Complex in order to raise funds for the ongoing support of SSA expenses; and Whereas the CITY desires to designate at least a portion of the concessions earnings to go into the Park Reserve fund, which is used in part to fund improvements at the 17th Avenue Sports Complex, which is a benefit to the CITY; Now, therefore, in consideration of the promises, terms and conditions stated herein, the parties agree as follows: I. DUTIES AND RIGHTS OF SSA A. SSA agrees to obtain and maintain all licenses and permits necessary to operate a concession stand as required by any and all governmental agencies. B. SSA agrees to provide full and complete services for the sales of food concessions at the 17th Avenue Sports Complex concession stand on the dates that it plays its home/league games, starting approximately May 1. The CITY may request to provide these services at additional times and the SSA may meet those requests, if given two weeks notice. Weekly schedule always needs to be posted/updated outside concession stand. C. SSA agrees to pay the CITY an amount equal to Ten Percent (10%) of the gross receipts from concessions at the 17th Avenue Sports Complex. D. Payment shall be made annually, on or before November 1 of each year. E. SSA agrees to purchase and maintain all food goods, materials and supplies necessary for the concession stand. SSA may sell souvenirs and other hard goods not sold by the CITY, as approved by the CITY in writing. SSA souvenirs and other hard good sales in the concession stand under the licenses of a separate organization, shall not be subject to the commission specified in I.C., above. F. SSAagrees to provide, maintain and repair facilities and equipment as necessary for the sale of concessions. SSA will be responsible for the cost of any losses resulting from spoilage of frozen or refrigerated foods due to a power outage or equipment failure. SSA shall thoroughly document such losses. If equipment is needed, either in replacement of Page 27 of 617 or addition to the existing equipment, the equipment must meet appropriate NSF standards. G. SSA agrees to provide all manager(s), supervisor(s) and attendant(s) and other personnel for its concession operations. SSA also agrees and understands that nothing contained herein creates or establishes the relationship of copartners between itself and the CITY and that it is an independent contractor and its officers, managers, supervisors, volunteers, attendants and other employees are not employees, agents or representatives of the CITY with respect to any services performed under this agreement. Such personnel or other personal associated with SSA shall not require nor be entitled to any compensation, rights or benefits of any kind whatsoever from the CITY, including, without limitation, tenure rights, medical and hospital care, sick and vacation leave, Worker's Compensation, Unemployment Compensation, disability or severance pay and PERA. H. SSA agrees to maintain in internal control system, which includes a Cash Report, on forms approved by the CITY. Such reports shall be submitted along with each annual remittance of the CITY's share of the gross receipts. In accordance with Minnesota Statutes 16B.06, Subdivision 4, SSA further agrees to allow the CITY or the State Auditor or their agents to review, upon request, all records associated with the performance of the agreement, including invoices for concession goods and supplies, all canceled checks for payment of such invoices, all inventory records, and to be present at the taking of inventories, and to verify inventory shrinkage records. I. On or before November 1 of each year, SSA shall provide the CITY with a copy of the season's concession financial report prepared by SSA. J. SSA shall conduct its activities upon the premises so as not to endanger any person lawfully thereon; and shall indemnify, save and hold harmless the CITY and all of its officers, agents and employees from any and all claims, losses, injured, damages and liabilities to persons or property occasioned wholly or in part by the acts or omissions of SSA it agents, officers, employees, volunteers, patrons, or any persons associated with or served by SSA's concessions operations. K. SSA agrees to provide a certificate of insurance showing proof of comprehensive general liability in the minimum amount of $1,000,000 per occurrence, products liability in the minimum amount of $1,000,000 per occurrence, and fire/property damage in the amount of $100,000 per occurrence. The required insurance certificate must name City of Shakopee, its officials, agents, employees, and volunteers as additional insured's. A copy of the certificate must be submitted to the City Clerk, and all policies shall provide and the certificates issued evidence that the CITY will be notified at least 30 days prior to cancellation or modifications of coverage. Renewal certificates shall be provided to the CITY 30 days prior to the expiration date of coverage. All insurance must be provided at the SSA's expense and at no costs to the CITY. L. SSA or the CITY may terminate this agreement upon thirty (30) days written notice to the other party. In the event of such termination by either party, the SSAagrees to pay the CITY the full remittance owed as of the date of termination. Page 28 of 617 M. SSA, agrees to comply with Minnesota Statutes 181.59 and other related state and federal laws prohibiting discrimination in performance of this agreement on the basis of race, color, creed, religion, national origin, sex, martial status, disability and status with regard to public assistance, age or familial status. SSA agrees to hold harmless and indemnify the CITY from costs including but not limited to damages, attorney fees and staff time in any action or proceeding alleging illegal discrimination. N. SSA agrees to comply with the Americans With Disabilities Act and not to discriminate on the basis of disability in the admission or access to, or treatment of employment in its services, programs, or activities. Upon request, accommodation will be provided to allow individuals with disabilities to participate in all services, programs, and activities. The CITY has designated coordinators to facilitate compliance with the Americans Disabilities Act of 1990 (ADA), as required by Section 35.107 of the U.S. Department of Justice regulations, and to coordinate compliance with Section 504 of the Rehabilitation Act of 1973, as mandated by Section 8.53 of the U.S. Department of Housing and Urban Development regulations. SSA agrees to hold harmless and indemnify the CITY from costs including but not limited to damages, attorney fees and staff time in any action or proceeding alleging a violation of the ADA. O. SSA agrees to abide by all applicable State laws and requirements, including but not limited those of the Minnesota Department of Health. II. DUTIES AND RIGHTS OF THE CITY A. The CITY agrees to provide, maintain and repair the complex and real property as necessary for the sale of concessions for use by the SSA. The CITY further agrees to provide storage for SSA inventories, subject to the limitations of available space at the Concession Stand. The CITY assumes no liability for lost, stolen or damaged merchandise or equipment left or stored in the Concession Stand. B. Should the building become unsuitable for the sales of concessions, due to vandalism, fire, weather related events, etc, the CITY reserves the right to terminate this agreement. C. The CITY may immediately terminate this agreement in the event that SSA fails to perform its duties under this agreement. D. The CITY may terminate this agreement upon thirty (30) days written notice to the SSA for any reason other than stated in II.B or II.C. E. The CITY will provide beverage refrigerator units through the CITY's beverage supplier. III. JOINT DUTIES AND RIGHTS A. SSA and the CITY agree to work to develop a security plan for controlling access to the concession area. This plan will designate which SSA personnel will be issued keys to the concession stand. Individuals on this list may not transfer their keys to other individuals without prior approval by the CITY. The plan will also designate which CITY staff have access to the concession area for conducting building maintenance and inspections, etc. Page 29 of 617 B. SSA and the CITY agree that the types, serving sizes, prices and packaging of concession items sold by SSA shall be mutually agreed upon by the Shakopee Parks Recreation Director and SSA. C. SSA and the CITY agree that in the event a tournament sponsored by a local sports association is held in at the facility during the terms of this agreement, that the SSA will pass on a share of its concession revenue generated during the tournament to the CITY if it operates the concession stand. The amount of share shall be mutually agreed by SSA and the CITY. D. It is mutually understood and agreed that this Agreement represents the entire agreement between the parties and supersedes and all prior agreements or proposals, written or oral, and that no alternation, modification or addenda to the terms of this Agreement shall be valid unless made in writing and signed by the parties hereto. E. This Agreement shall commence upon execution by both parties, and shall terminate on November 1, 2020, unless otherwise provided for as in Section (I). F. This Agreement shall not be assignable except by the written consent of the CITY. G. This Agreement shall be governed by the laws of the State of Minnesota. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their proper officers, thereunto duly authorized, as of the day and year first above written. CITY OF SHAKOPEE SHAKOPEE SOCCER ASSOCIATION Mayor President City Administrator City Clerk Page 30 of 617 Shakopee Indians Baseball CONCESSIONS AGREEMENT 2020 This agreement, made and entered into this 2020, by and between the City of Shakopee, a Minnesota municipal corporation, located at 485 Gorman Street, Shakopee, in the County of Scott, State of Minnesota (hereinafter referred to as "CITY") and the Shakopee Indians Baseball_, (hereinafter referred to as "SHAKOPEE INDIANS . WITNESSETH: Whereas the CITY is desirous of providing efficient concession services to patrons of Schleper Stadium; and Whereas the SHAKOPEE INDIANS wishes to provide concession services at the Schleper Stadium in order to raise funds for the ongoing support of SHAKOPEE INDIANS expenses; and Whereas the CITY desires to designate at least a portion of the concessions earnings to go into the Park Reserve fund, which is used in part to fund improvements at the Schleper Stadium, which is a benefit to the CITY; Now, therefore, in consideration of the promises, terms and conditions stated herein, the parties agree as follows: I. DUTIES AND RIGHTS OF TEAM/ORGANIZATION A. The SHAKOPEE INDIANS agrees to obtain and maintain all licenses and permits necessary to operate a concession stand as required by any and all governmental agencies. B. The SHAKOPEE INDIANS agrees to provide full and complete services for the sales of food concessions at the Shleper Stadium_ concession stand on the dates that it plays its home/league games. The CITY may request to provide these services at additional times and the SHAKOPEE INDIANS may meet those requests, if given two weeks notice. C. The SHAKOPEE INDIANS agrees to pay the CITY an amount equal to Ten Percent (10%) of the gross receipts from concessions at the _Schleper Stadium._. D. Payment shall be made annually, on or before November 1 of each year. E. The SHAKOPEE INDIANS agrees to purchase and maintain all food goods, materials and supplies necessary for the concession stand. . The SHAKOPEE INDIANS may sell souvenirs and other hard goods not sold by the CITY, as approved by the CITY in writing. SHAKOPEE INDIANS souvenirs and other hard good sales and beer sold in Page 31 of 617 the concession stand under the licenses of a separate organization, shall not be subject to the commission specified in I.C., above. F. The SHAKOPEE INDIANS agrees to provide, maintain and repair facilities and equipment as necessary for the sale of concessions. The SHAKOPEE INDIANS will be responsible for the cost of any losses resulting from spoilage of frozen or refrigerated foods due to a power outage or equipment failure. The SHAKOPEE INDIANS shall thoroughly document such losses. If equipment is needed, either in replacement of or addition to the existing equipment, the equipment must meet appropriate NSF standards. G. The SHAKOPEE INDIANS agrees to provide all manager(s), supervisor(s) and attendant(s) and other personnel for its concession operations. The SHAKOPEE INDIANS also agrees and understands that nothing contained herein creates or establishes the relationship of copartners between itself and the CITY and that it is an independent contractor and its officers, managers, supervisors, volunteers, attendants and other employees are not employees, agents or representatives of the CITY with respect to any services performed under this agreement. Such personnel or other personal associated with the SHAKOPEE INDIANS shall not require nor be entitled to any compensation, rights or benefits of any kind whatsoever from the CITY, including, without limitation, tenure rights, medical and hospital care, sick and vacation leave, Worker's Compensation, Unemployment Compensation, disability or severance pay and PERA. H. The SHAKOPEE INDIANS agrees to maintain in internal control system, which includes a Cash Report, on forms approved by the CITY. Such reports shall be submitted along with each annual remittance of the CITY's share of the gross receipts. In accordance with Minnesota Statutes 16B.06, Subdivision 4, the SHAKOPEE INDIANS further agrees to allow the CITY or the State Auditor or their agents to review, upon request, all records associated with the performance of the agreement, including invoices for concession goods and supplies, all canceled checks for payment of such invoices, all inventory records, and to be present at the taking of inventories, and to verify inventory shrinkage records. I. On or before November 30th of each year, the SHAKOPEE INDIANS shall provide the CITY with a copy of the season's concession financial report prepared by the SHAKOPEE INDIANS. J. The SHAKOPEE INDIANS shall conduct its activities upon the premises so as not to endanger any person lawfully thereon; and shall indemnify, save and hold harmless the CITY and all of its officers, agents and employees from any and all claims, losses, injured, damages and liabilities to persons or property occasioned wholly or in part by the acts or omissions of the SHAKOPEE INDIANS, it agents, officers, employees, volunteers, patrons, or any persons associated with or served by the SHAKOEE INDIANS concessions operations. Page 32 of 617 K. The SHAKOPEE INDIANS agrees to provide a certificate of insurance showing proof of comprehensive general liability in the minimum amount of $1,000,000 per occurrence, products liability in the minimum amount of $1,000,000 per occurrence, and fire/property damage in the amount of $100,000 per occurrence. The required insurance certificate must name City of Shakopee, its officials, agents, employees, and volunteers as additional insured's. A copy of the certificate must be submitted to the City Clerk, and all policies shall provide and the certificates issued evidence that the CITY will be notified at least 30 days prior to cancellation or modifications of coverage. Renewal certificates shall be provided to the CITY 30 days prior to the expiration date of coverage. All insurance must be provided at the SHAKOPEE INDIANS expense and at no costs to the CITY. L. The SHAKOPEE INDIANS or the CITY may terminate this agreement upon thirty (30) days written notice to the other party. In the event of such termination by either party, the SHAKOPEE INDIANS agrees to pay the CITY the full remittance owed as of the date of termination. M. The SHAKOPEE INDIANS, agrees to comply with Minnesota Statutes 181.59 and other related state and federal laws prohibiting discrimination in performance of this agreement on the basis of race, color, creed, religion, national origin, sex, martial status, disability and status with regard to public assistance, age or familial status. The SHAKOPEE INDIANS agrees to hold harmless and indemnify the CITY from costs including but not limited to damages, attorney fees and staff time in any action or proceeding alleging illegal discrimination. N. The SHAKOPEE INDIANS agrees to comply with the Americans With Disabilities Act and not to discriminate on the basis of disability in the admission or access to, or treatment of employment in its services, programs, or activities. Upon request, accommodation will be provided to allow individuals with disabilities to participate in all services, programs, and activities. The CITY has designated coordinators to facilitate compliance with the Americans Disabilities Act of 1990 (ADA), as required by Section 35.107 of the U.S. Department of Justice regulations, and to coordinate compliance with Section 504 of the Rehabilitation Act of 1973, as mandated by Section 8.53 of the U.S. Department of Housing and Urban Development regulations. The SHAKOPEE INDIANS agrees to hold harmless and indemnify the CITY from costs including but not limited to damages, attorney fees and staff time in any action or proceeding alleging a violation of the ADA. O. The SHAKOPEE INDIANS agrees to abide by all applicable State laws and requirements, including but not limited those of the Minnesota Department of Health. II. DUTIES AND RIGHTS OF THE CITY A. The CITY agrees to provide, maintain and repair the complex and real property as necessary for the sale of concessions for use by the SHAKOPEE INDIANS. The CITY Page 33 of 617 further agrees to provide storage for SHAKOPEE INDIANS inventories, subject to the limitations of available space at the Concession Stand. The CITY assumes no liability for lost, stolen or damaged merchandise or equipment left or stored in the Concession Stand. B. Should the building become unsuitable for the sales of concessions, due to vandalism, fire, weather related events, etc, the CITY reserves the right to terminate this agreement. C. The CITY may immediately terminate this agreement in the event that the SHAKOPEE INDIANS fails to perform its duties under this agreement. D. The CITY may terminate this agreement upon thirty (30) days written notice to the SHAKOPEE INDIANS for any reason other than stated in II.B or II.C. E. The CITY will provide beverage refrigerator units through the CITY's beverage supplier. III. JOINT DUTIES AND RIGHTS A. The SHAKOPEE INDIANS and the CITY agree to work to develop a security plan for controlling access to the concession area. This plan will designate which SHAKOPEE INDIANS personnel will be issued keys to the concession stand. Individuals on this list may not transfer their keys to other individuals without prior approval by the CITY. The plan will also designate which CITY staff have access to the concession area for conducting building maintenance and inspections, etc. B. The SHAKOPEE INDIANS and the CITY agree that the types, serving sizes, prices and packaging of concession items sold by the TEAM/ORGANIZATION shall be mutually agreed upon by the Shakopee Parks Recreation Director and the SHAKOPEE INDIANS. C. The SHAKOPE INDIANS and the CITY agree that in the event a tournament sponsored by a local sports association is held in at the facility during the terms of this agreement, that the SHAKOPEE INDIANS will pass on a share of its concession revenue generated during the tournament to the CITY if it operates the concession stand. The amount of share shall be mutually agreed by the SHAKOPEE INDIANS and the CITY. D. It is mutually understood and agreed that this Agreement represents the entire agreement between the parties and supersedes and all prior agreements or proposals, written or oral, and that no alternation, modification or addenda to the terms of this Agreement shall be valid unless made in writing and signed by the parties hereto. E. This Agreement shall commence upon execution by both parties, and shall terminate on November 1, 2020, unless otherwise provided for as in Section (I). F. This Agreement shall not be assignable except by the written consent of the CITY. Page 34 of 617 G. This Agreement shall be governed by the laws of the State of Minnesota. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their proper officers, thereunto duly authorized, as of the day and year first above written. CITY OF SHAKOPEE Mayor City Administrator City Clerk SHAKOPEE INDIAN BASEBALL Manager Page 35 of 617 Shakopee Coyotes Baseball CONCESSIONS AGREEMENT 2020 This agreement, made and entered into this 2020, by and between the City of Shakopee, a Minnesota municipal corporation, located at 485 Gorman Street, Shakopee, in the County of Scott, State of Minnesota (hereinafter referred to as "CITY") and the Shakopee Coyotes Baseball_, (hereinafter referred to as " SHAKOPEE COYOTES"). WITNESSETH: Whereas the CITY is desirous of providing efficient concession services to patrons of Schleper Stadium; and Whereas the SHAKOPEE COYOTES wishes to provide concession services at the Schleper Stadium in order to raise funds for the ongoing support of SHAKOPEE COYOTES expenses; and Whereas the CITY desires to designate at least a portion of the concessions earnings to go into the Park Reserve fund, which is used in part to fund improvements at the Schleper Stadium, which is a benefit to the CITY; Now, therefore, in consideration of the promises, terms and conditions stated herein, the parties agree as follows: I. DUTIES AND RIGHTS OF TEAM/ORGANIZATION A. The SHAKOPEE COYOTES agrees to obtain and maintain all licenses and permits necessary to operate a concession stand as required by any and all governmental agencies. B. The SHAKOPEE COYOTES agrees to provide full and complete services for the sales of food concessions at the Schleper Stadium concession stand on the dates that it plays its home/league games. The CITY may request to provide these services at additional times and the SHAKOPEE COYOTES may meet those requests, if given two weeks notice. C. The SHAKOPEE COYOTES agrees to pay the CITY an amount equal to Ten Percent (10%) of the gross receipts from concessions at the Schleper Stadium. D. Payment shall be made annually, on or before November 1 of each year. E. The SHAKOPEE COYOTES agrees to purchase and maintain all food goods, materials and supplies necessary for the concession stand. The SHAKOPEE COYOTES may sell souvenirs and other hard goods not sold by the CITY, as approved by the CITY in writing. SHAKOPEE COYOTES souvenirs and other hard good sales and beer sold in Page 36 of 617 the concession stand under the licenses of a separate organization, shall not be subject to the commission specified in I.C., above. F. The SHAKOPEE COYOTES agrees to provide, maintain and repair facilities and equipment as necessary for the sale of concessions. The SHAKOPEE COYOTES will be responsible for the cost of any losses resulting from spoilage of frozen or refrigerated foods due to a power outage or equipment failure. The SHAKOPEE COYOTES shall thoroughly document such losses. If equipment is needed, either in replacement of or addition to the existing equipment, the equipment must meet appropriate NSF standards. G. The SHAKOPEE COYOTES agrees to provide all manager(s), supervisor(s) and attendant(s) and other personnel for its concession operations. The SHAKOPEE COYOTES also agrees and understands that nothing contained herein creates or establishes the relationship of copartners between itself and the CITY and that it is an independent contractor and its officers, managers, supervisors, volunteers, attendants and other employees are not employees, agents or representatives of the CITY with respect to any services performed under this agreement. Such personnel or other personal associated with the SHAKOPEE COYOTES shall not require nor be entitled to any compensation, rights or benefits of any kind whatsoever from the CITY, including, without limitation, tenure rights, medical and hospital care, sick and vacation leave, Worker's Compensation, Unemployment Compensation, disability or severance pay and PERA. H. The SHAKOPEE COYOTES agrees to maintain in internal control system, which includes a Cash Report, on forms approved by the CITY. Such reports shall be submitted along with each annual remittance of the CITY's share of the gross receipts. In accordance with Minnesota Statutes 16B.06, Subdivision 4, the SHAKOPEE COYOTES further agrees to allow the CITY or the State Auditor or their agents to review, upon request, all records associated with the performance of the agreement, including invoices for concession goods and supplies, all canceled checks for payment of such invoices, all inventory records, and to be present at the taking of inventories, and to verify inventory shrinkage records. I. On or before November 30th of each year, the SHAKOPEE COYOTES shall provide the CITY with a copy of the season's concession financial report prepared by the SHAKOPEE COYOTES. J. The SHAKOPEE COYOTES shall conduct its activities upon the premises so as not to endanger any person lawfully thereon; and shall indemnify, save and hold harmless the CITY and all of its officers, agents and employees from any and all claims, losses, injured, damages and liabilities to persons or property occasioned wholly or in part by the acts or omissions of the SHAKOPEE COYOTES, it agents, officers, employees, volunteers, patrons, or any persons associated with or served by the SHAKOPEE COYOTES concessions operations. Page 37 of 617 K. The SHAKOPEE COYOTES agrees to provide a certificate of insurance showing proof of comprehensive general liability in the minimum amount of $1,000,000 per occurrence, products liability in the minimum amount of $1,000,000 per occurrence, and fire/property damage in the amount of $100,000 per occurrence. The required insurance certificate must name City of Shakopee, its officials, agents, employees, and volunteers as additional insured's. A copy of the certificate must be submitted to the City Clerk, and all policies shall provide and the certificates issued evidence that the CITY will be notified at least 30 days prior to cancellation or modifications of coverage. Renewal certificates shall be provided to the CITY 30 days prior to the expiration date of coverage. All insurance must be provided at the SHAKOPEE COYOTES expense and at no costs to the CITY. L. The SHAKOPEE COYOTES or the CITY may terminate this agreement upon thirty (30) days written notice to the other party. In the event of such termination by either party, the SHAKOPEE COYOTES agrees to pay the CITY the full remittance owed as of the date of termination. M. The SHAKOPEE COYOTES, agrees to comply with Minnesota Statutes 181.59 and other related state and federal laws prohibiting discrimination in performance of this agreement on the basis of race, color, creed, religion, national origin, sex, martial status, disability and status with regard to public assistance, age or familial status. The SHAKOPEE COYOTES agrees to hold harmless and indemnify the CITY from costs including but not limited to damages, attorney fees and staff time in any action or proceeding alleging illegal discrimination. N. The SHAKOPEE COYOTES agrees to comply with the Americans With Disabilities Act and not to discriminate on the basis of disability in the admission or access to, or treatment of employment in its services, programs, or activities. Upon request, accommodation will be provided to allow individuals with disabilities to participate in all services, programs, and activities. The CITY has designated coordinators to facilitate compliance with the Americans Disabilities Act of 1990 (ADA), as required by Section 35.107 of the U.S. Department of Justice regulations, and to coordinate compliance with Section 504 of the Rehabilitation Act of 1973, as mandated by Section 8.53 of the U.S. Department of Housing and Urban Development regulations. The SHAKOPEE COYOTES agrees to hold harmless and indemnify the CITY from costs including but not limited to damages, attorney fees and staff time in any action or proceeding alleging a violation of the ADA. O. The SHAKOPEE COYOTES agrees to abide by all applicable State laws and requirements, including but not limited those of the Minnesota Department of Health. II. DUTIES AND RIGHTS OF THE CITY A. The CITY agrees to provide, maintain and repair the complex and real property as necessary for the sale of concessions for use by the SHAKOPEE COYOTES. The Page 38 of 617 CITY further agrees to provide storage for SHAKOPEE COYOTES inventories, subject to the limitations of available space at the Concession Stand. The CITY assumes no liability for lost, stolen or damaged merchandise or equipment left or stored in the Concession Stand. B. Should the building become unsuitable for the sales of concessions, due to vandalism, fire, weather related events, etc, the CITY reserves the right to terminate this agreement. C. The CITY may immediately terminate this agreement in the event that the SHAKOPEE COYOTES fails to perform its duties under this agreement. D. The CITY may terminate this agreement upon thirty (30) days written notice to the SHAKOPEE COYOTES for any reason other than stated in II.B or ILC. E. The CITY will provide beverage refrigerator units through the CITY's beverage supplier. III. JOINT DUTIES AND RIGHTS A. The SHAKOPEE COYOTES and the CITY agree to work to develop a security plan for controlling access to the concession area. This plan will designate which SHAKOPEE COYOTES personnel will be issued keys to the concession stand. Individuals on this list may not transfer their keys to other individuals without prior approval by the CITY. The plan will also designate which CITY staff have access to the concession area for conducting building maintenance and inspections, etc. B. The SHAKOPEE COYOTES and the CITY agree that the types, serving sizes, prices and packaging of concession items sold by the SHAKOPEE COYOTES shall be mutually agreed upon by the Shakopee Parks Recreation Director and the SHAKOPEE COYOTES. C. The SHAKOPEE COYOTES and the CITY agree that in the event a tournament sponsored by a local sports association is held in at the facility during the terms of this agreement, that the SHAKOPEE COYOTES will pass on a share of its concession revenue generated during the tournament to the CITY if it operates the concession stand. The amount of share shall be mutually agreed by the SHAKOPEE COYOTES and the CITY. D. It is mutually understood and agreed that this Agreement represents the entire agreement between the parties and supersedes and all prior agreements or proposals, written or oral, and that no alternation, modification or addenda to the terms of this Agreement shall be valid unless made in writing and signed by the parties hereto. E. This Agreement shall commence upon execution by both parties, and shall terminate on November 1, 2020, unless otherwise provided for as in Section (I). Page 39 of 617 F. This Agreement shall not be assignable except by the written consent of the CITY. G. This Agreement shall be governed by the laws of the State of Minnesota. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their proper officers, thereunto duly authorized, as of the day and year first above written. CITY OF SHAKOPEE Mayor City Administrator City Clerk SHAKOPEE COYOTES BASEBALL Manager Page 40 of 617 *4.C.2. Shakopee City Council March 17, 2020 FROM: Jay Tobin, Parks and Recreation Director TO: Mayor and City Council Subject: Shakopee Soccer Association proposed improvements at 17th Avenue Sports Complex. Policy/Action Requested: Request that City Council approve the Shakopee Soccer Association plan and request to make improvements at 17th Avenue Sports Complex. Recommendation: Recommend that City Council approve the Shakopee Soccer Association plan and request to make improvements at 17th Avenue Sports Complex. Discussion: Shakopee Soccer Association (SSA) seeks Parks and Recreation Advisory Board support and City Council approval of a project to improve the safety of the experience for youth playing at the 17th Avenue Sports Complex. SSA would like to have a fence with netting installed that would run the length of the two Southeast fields (Fields 6 & 7). It would be approximately 430 feet long with one large gate (double doors) to allow City trucks to access the fields and two smaller gates (single door) for pedestrians and golf carts to access the fields. There would be an 18-inch concrete mow strip installed as requested by Shakopee Public Works. There would also be two 120-foot- long net sections that are 20 feet off the ground behind the main goal areas of fields 6 & 7. SSA also acknowledges that SPUC owns the land on the east end of where the fence will be installed. If SPUC decides to build a building in that section, SSA will pay to have the fence moved. The total cost of the project ($30,000) would be covered by SSA, and would be paid for over a three-year period. At the time of installation, SSA would pay for half the cost ($15,000) of the project and the City of Shakopee would pay for the other half ($15,000) from the Park Reserve Fund. Over the next two year, SSA would reimburse the City of Page 41 of 617 Shakopee for a portion of the cost they paid for the fence ($7,500 per year). For these projects, the SSA retains responsibility for all necessary coordination, permitting, compliance and approvals related to these projects. The projects will improve the quality of the experience for all users and continue to build on Shakopee's reputation as a great place to live and play. Budget Impact: $15,000 that would be repaid over 2 years by the Shakopee Soccer Association. ATTACHMENTS: D Shakopee Soccer Association Project Proposal D SSA Agreement for 17th Ave Improvements 2020 Page 42 of 617 Shakopee Soccer Association SSA 17th Ave Sport Complex Fence Proposal Request: The City of Shakopee to allow a fence to be installed at the 17th Ave Sports Complex in the Spring of 2020. The total cost of the fence would be covered by SSA, but paid for over a three-year period. At the time of installation, SSA would pay for half the cost of the fence and the City of Shakopee would pay for the other half. Over the next two year, SSA would reimburse the City of Shakopee for the cost they paid for the fence. Total cost of the fence and netting is approximately $30,000. Details: SSA would like to have a fence with netting installed at the 17th Ave. Sports Complex. The fence would run the length of the two Southeast fields (Fields 6 & 7). It would be approximately 430 feet long with one large gate (double doors) to allow City trucks to access the fields and two smaller gates (single door) for pedestrians and golf carts to access the fields. There would be an 18-inch concrete mow strip installed as requested by Shakopee Public Works. There would also be two 120-foot-long net sections that are 20 feet off the ground behind the main goal areas of fields 6 & 7. SSA also acknowledges that SPUC owns the land on the east end of where the fence will be installed. If SPUC decides to build a building in that section, SSA will pay to have the fence moved. Purpose for the Request: The purpose of installing the fence is for the safety of youth soccer players who chase after soccer balls that enter the parking lot. SSA is trying to prevent an accident from occurring. The majority of the players that use these two fields are ages 8 —12 years old. Location: The South side of the parking lot between fields 6 & 7 and the sidewalk (see maps below). Fence Location is Black and SPUC Area Defined: IIW Muuuuuuuuu uuIIl11VIIIIIIV 11 11111 VIuuV111111111111 111N111111 l l 11 uV1�I1111 11ii11'11P 1uo1NIVV11N1�1uIIVl P 1,1 11111 IIN Nu�1�1MNN11 u m u u M ul�lY I )IIIIIIIIIII IIIII IIIII IIIIII,,,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII mm110.111111111111,111111111111111111111111111111111111111111 uuuuuu N'IIIIIIIINWuuVuIVuVIVuuIVu 0I1111 IIIIIIIIIIIIIIlIIlllllllllllllllllilpi 111111111110111111111111111111111011011111111111, 11 111111IW111,11,11,111,11111111111h" IIII II IIII N'II 1 I I I I III IIIIIIIIIII II uuluuuuuuuum 1 II ullllllll ryry 111;1N1111111 iII11111111 IIIIVIIIIIIVuIIII1 uum IIIII I IIIIIIIIIIV IIIIIIIIII IIIIIIIII 1111 1u11iQIV II'11 I u V1'11'1 IIIIIIIIVV�� IIII u111�1�'1��,IIV �i 6 IIII I 1�11�pVVII�,I I�IIu1.. 111�1�111111111 IIIu 11111111 11111111 Illluioi I1yNWY111.11 III WWmNm�IIIIIIIIII MIIpm4II1 '1INd1I 11 I(1�1IV1 ig1lIlIIiI�l' li1ldI01l1lI11I II1m11VIIi1 I1IIII'uI �lV"lmuIIuIIIuIIu°Ju�'IuµVI 1'm1 I6 IIIIlu'lIl1luIIlIuI1IlIl 1IV11 IIIlII IIlII�1 I j �I V1 °1I 11IIImI I1VI1IuIu1' IIII'II 1111 IIIIIulIIuIll�IIIu111u1u1uu IlIIIiI'u1il 1 1I' IIIIN �II1II1II11 IuuIuuI uumIuuIIIuIuIuIu1IIu1Im1I11u11l1I NV11II.V..II I.I IIIIIdI uIlIulIuuI uu1�1u11m�11utl 1mu� Nu1'V1u1I111uII11IIuI IIu 1II1INtlIV'AIIIIIII MIIIVIIIIIIIIIIIIIVIIIuIuIVYI II I u,1m IIImIuuull1 Pl Iu IIIuImIIIl INI^m 1 IIII II11911IV IIINIry 11 1tlll l .u1 m uIIIuI uI . uIlIlI llIlIIII VII uIIuINu Mu1�II II1Ml111l'11111 INI1uWNVmuuIWu ) MuN.II IIII W1I1I1 I01.11...000, Nl1 u1 11 1lI 1 II1.II I1.III IIIIIIIIIIIIIII IIip III 1 11111111ii1i1II1111111111111W11�IuIuIuIumuiiuiiuiiuiiuluWululul1liVlllli uuu1uuuuu1u1ouuuu 111Numu1omiIIiuuuuuluVu 11 uuuVi11I1Ii�IIuII1IIiIIuIIuIl1I1ui 01,IIiiiiiiiu ll11'1i uImIi1mi111VuuuII1111111Vua°uu1u I1I11lII� III�1II1IIII11IuIIII1II.1IIIu �IItlu10 l01JII11I 1 ...II VP11 1I .I.I IWu1u1p1u .I1 l.mIu1.Il1 u.1u1n�1 ud m111111I1O 1I ulI 11 1,1I 1lI1I 1NII I1 1d ' m 1 ImII1 1uuu�'mm 11111 II I lu 1111 1maI111 huhutlIuuml�lullllI�,I IoIn1 IIh lu11111 IIIIVVVIIV m1111111111111111111111111110110000000011111 u II 1111II1 1I1 muuu11111111111111III�IIIIII """'1i1ulII N�IIuuulllllllluIIIII IIIuII1IV111IM1IINWIIIIIIIIVmuul I 11pmml°uuuu1I11111111mIIIIIIIIIIIIIIIIIIIIIUuI11IIIVuu1uuuII lWIII IIIIIIIIIIIIIIIIIIIIII1IIIIu1m11VII 1 1IIIIIIIVIIII111 IIIIII I1IIIII a1II 1III iiiiiiiuiiuiimiiuVlullIIIIIIIIIIIIII(IIIIg1111111 1111111111111111111111111111,011,111111011 1 1 1 m 1IIII 91Y1 1iIl J 11 III 1 Illlluu ''1 IIIuuuuul III 11 Null uuuuu1 111 10010IIlllllllllllll0011111u1 ' IIVI' IIIIIIIII°""IIIIIIII I loud 11um (IIIIIIIIIIIIIIIIIIIIIIII uuu ..IIIu 11 u1 1"N11ulllllllllllllll IIIIII IVud Il 1I1, u11H111111 1111M'�11M1M� I IIIIIIIIII IIII IIII IIN IIIII IV� 11 (IIIIIIIIIIIIIIII ii^ IIIIII �uuuuuuum IIIIII 11 lllllllllllllllllllliiiill u1u1VIIIIIIIIIIIIIIIIII 1111111II111111 I11 "'11II1111111IIIIIIIIIIIIIIIIII' (IIII Illm oVI11111uVIIIIIIIIIIIIIIIIiIIi IIIII 1 OIIum u1'iIn141M'd�ua uw Ala 1 IIII J IIIu 1W 111 Im � IIIIIIIIIII u;11i1111uuII1111 IIIIIIIIIIIIIIII 1IINWV 11 I IIII u l l I N I 1 II IIIII 111111111111111II� 11 d11 IIII I miniu11ii I1111IIII1 IIIIIIIIIII 9111uuulVl I N 1 uulllllllll) (IIIIIII III IIIII IIII 1 IIIII IIII IIIII 1 IIII Vuu WWW 111111Wp11II IIIII lm IIIV qPl IIIIV1111 IIII 1 uuuuIIIIIIVum IIIIIII Ium 'lll'�'i1Y1 111 1�1 uul;i1i1111,1 uu111111 ' "�NuN 1NIIIVuuuuIIWliuu IIIIIIIIIIIIIIIIIIIIII (III � III IlIIII�lll0llllllllllllllllllllllllll IIIIIIIIIII 1 ulllllllllllll IIIII IIIIIIIIII m 1 III NMl1°'i'iliiluuuuuuuuuN V Wuuuuuuu u V m I IIIII II II NIIIIIIII II II IIII I °1 IIIiIIlII111VI1111 'DI' PI III m u 111p IV 9111Vu um llllllltlr III ""'liiliii ^IIIII'lI'V1 1VNMMlllll °ulV1 IIIIU)))) 111111111111111111111111N 11111111111111111111111 011 111111111 um uumV III 1 IIIII IIIu Np IIIV IIIIIII m lu V I �I III IIIIIII I IIIII � II I (uuu 'IIIII uum 111uu11 III �,II IIIIIII III�M IIIIIIIIIII VII( III � IIIIIIIIII I II I IW N IIIII u11uiiiilullllulllllll IIII � � IIII 11 1 IIIIIIII IIIWfn IIII _.....� IIIII IIIIIIIII uVIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIlV1h"m111uuulllllumllll,;ii1'�IIIIIIIIIIV1111u111�pu IIIIIIIII 1lulllll11111111111 IIII 11 upu �I u1 wII nn 1 �M m 1 I 1 n 1 1 Iml 1 1 1 uuuuV 1 II 1 III 1 uuulVuuuuuluduVuuV u m VII a uVVIIIIVuVVuum 1 IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111V 1 uuuuuuuV1l11luuuuuull 1 IIIIIIIIIIIIIVuuuIIIVuVuuuuuuuuuuuululi 1111111111 I 1 (IIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIII IIIIVIIIIIIIIIIIIIIIII I IIII IIII IIIIIIIuuuIIVdIIIIVuuI p I I II luuuu�puuu1IIV11gll III IIIII IIIII II IIII 1 I IIII I III I 1 11�N VIIu1Vd1V IIIII III II 11 w 11,E 1 Y 1 IIIIII 11 II IY 1 1 � I I I 11 I uIVVIIIII 11 I lu III I I V IIIWII 1 IIIIIII 1 u 11 1 1VVIIV 1 IIIV I Y 11 11 i111m111 1 I III 1 IIII 1 0 ' i'1 IIIIIIII IIII tll 1 I IIIIIIIIIIIIIIIIIIIIIIIIIIII"II +iNli1iuiilii1llllull� Wd1 Wa UWWUIlWll1 IIili°u(lIluIlWllVllllllluIlllll II1I1I1 I Iu9 IIIII1 u I I duuu U1gg�I�!I� m WVVYUWVWWNap W1 IIII�IIIIIII IIIIIlII„lu1uNu I1I�I 11 1u1 IIVIIu U)uouo IIIII IImIIIIIIIIII �uI I'uIIuIIuI1IIIlIN6IW llllIlIl l I IaI1 II 1 1IIIII 1111 uIullll11) III1 II1 Iuu111 uuu1 1 1111' u11V1l IIIIyilmiillllI( 111111, u uulllllll) I 11 1�11111111111111111111111111111111111111111111111111111111111 1 m1 IIIIIIIN1u ul ullllllll (IIIIIIIIIIIIIIIIII 11 ..u1 III111111111111111111 �IV II uuulu1l"p11 uumuul " ° VIIIIIIIIIIIIIIIIIII I VII111II11 liuulllpl� um III111111 1111ilililooll000000000000l000 1111111111111111111111 1111111 III N 1II111111111W1111 uuuuII III °°°°"uuum IIII IIIIm 11MNV�II��Illm dN �IIWIIIIIu 111111 IIIIIIIII 11����� I. IIIIIII II IIIIII' 1 IIIIII NIIIIIIIIII IIII u N I W W I�I II III (IIIIIIIIIII uuuuum a uuIIl� II 1 M III II I IIII" 1 uuulllll (IIIIIIIIIIIIIIIIII II uuuu 1dI1NMNIIII11111IWpIININ IIIIINNWNA II WIIWW 111I�I uullIIII1 I1 I1i111111I111111111111III1111IIIIIII111111ii11 III IIVupIIllll a IIIII NMN uuu 1 um IIIIIIIII III (IIIIIIIIIII IIIIIIIIIIIIIIIII u111IIII 1111IIII� 111uuuuuu IIIIIII IIIIIIIIIIIIIIII IIVI IIIIIIIIIIIIIIIIII IuuII1I111p11111111111 I„ 1uuiIIlllll 111 111111111111iiiiil11 IIII IIIIIII VIIIIIII 11111111111111111111111111 1111111111111111111111111111111111111111IIIIIVIIIV IIII IIIIII uuuuu duuuuullNN11II^IIII pIII1111 IIi;II°°°11111111111111111111 �11111III�III I 1 IIIIII adWmtltlliidl IIIIIMIII III 1IIIIIII IIIIII 1111111111111111111111111111111111111111111111 IIIm�Nuu u uumuumWll11111 IIIIIIIIIII"' IIIIII IIIIM'MNIIIIIII IIIIII uuuu) N 11�1111 uuuuuuuiul I uIIIIIIlIIp11IIIIIIImu IIII.. �IIIuull 111111111111111111111 uuuuu III Ii 111N11111 1111111111111111 111111.1.11111100.11111, IIIN'MuII NIIIIII 1 � I I1 IN 1 11 I I III IIIII I °°IIVuu1V111111111III i ullllllll IIIII 1m 11 ulVu I IIIIIIIIIIIIIIIIII 1111IW' u1u111111 IIIIIIIIIIII lu IIIIIII 1 IIIIIIIIIIIII ,0111111111111111111111111111111111111 "IIIuIIIlI1u a uuuuuuuuuuuuuuulllllllllVlulVuuu111111 III IIIIII �u uuIIggi lollu11111°IIIIIIIIIIIIIII IW IIIIIIIII IIVI I'll1°'IIIIIIII IIIIIIIII IImIIIIIIIIVII 1I 000,1,011 WIIIIIIIII1911111!I IIIIIIIIIIIIIIIIIIIIIIIIIIIVIVI I IIp��°11I 1111111.1111110000000111111 u mu 11VVN!' III I ��muIIIV11mu1uu °I IIII W '.N IN'WN'IN'WIIIW 11111111111110000.... 'M'� IIII p IIIIIIIIIII liiiiiiiiiili NI II IIIIIIIIIII� IIII AIM �II1lluuol� uulp uuluuIIlulluIIVIIIIM'i1 uuuuuuYluuuuiiiullllllllM�1uuuHul III' Wuuuuu°IIIII III IIIIIIIIIIIII I um lVuml IIIII 1w p1IIIIIIIIIII001001011100000 m mmluu IIII u11I �Vu �V 111 MI111 11 M m III 010 IIIII,IIIIIIIIIIII„111111,11111111W111111 IIIII 1111111111 IIIIIIIIIIIIIII II1111111111mulllllll II111VN� II11111111IIIIIIIIIIIIIIIIIililllllllllllliiiiiililiiiiiiiiiili u�u 1luuul11NN1MIM111 N 11111II111 'lllml lnl II IN III 11 1 11 1 N II N111 N I 1 uuM I d I 1 I 1 II I II 11 III III III III uuu III 111111111uuu 1 IIII I1i'Il 1 I�VVuu111gpuuu� 1 1 1 IIIII ul 11 d 1uuVIIVIIII IIII m m 1 IIIIII Illllulllld h I I I IIIIIIIIII 'iiiiilllllll 'IIIIIII 11111111111111111111 1 I��1YII811NIii VIIu1111111111111111111111 IIIIIIIIIIIIIIIIII 111111111111111111� MW II IWI IIIIVIIIpplllllllllll IIIIIIIIIIIIIIIIIIIp1 uIIIIIUIRRIIRklllllliiiiiilllllllllllllllllllllllllllllllll IIII � �� � uuum uuuuuumpII111IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIuu IIIIIIIII u11.11 ll IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm1 IIIIIIIII MIIIIIIIIIIIIIIW �,�u111 III II °l �°d1 IuIIIIIIIIIIIIVu IIIII (111111111111 uuulVlVu III1liilluu u111 IIIIIIII m pllumll ° u uur + IIII IIIIIIII IVVIIIIII�I11 I 1 uu�1u IIIu IpI IIVI 11 uuiiiiiu1111 ° 11 W 1 � I, 1 � u ul MI IIIV °IIIu II � �1 1 IIIIIN uuu I I IIIIIIIIII IIIIIIIII ul IIIIII � 11 1 uull�� uum � 111 II III I IIIdIP IIm IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII�IIIIIIIIIIIIIIIIIIIII I I IIIIIIIIIII IIIIII III III IIIIIIIIIIIIIIIIIIIIIIuullulllll IIIIIIWIIIIII II IIIIIIIII IIIIIIIIIIIIIIIIII IIIIUIWNNII IIulllllullVllllullluuullllllllllllllllllll III 111111111111111�, INI IIIIWWWWII IIIIIIII, p WWW� uu(u1u1 III III IIIIIIIIIIIIIIIIIIIIII IIW W 111111111111111�11�1� I W uuuuuuuuuuul IIIIIII 1 u 111111'lllllllllllllllll 11tlu mm f1Nm ml 1 � II IIII uulllllll I li I IIII IlMuuull "' III p1�IIIV1m III' m'°°° IINM' 111111�IM1M 6uuu uuu I IIIIIIIIIIIIIIII IIIIIII 1 uuu uuuuu III I I NI ��ryp 'WWW III 1111111 IIIIIIII III uIIYu1 III II Y 1u IIIIII IIIII III � 11111111 1111IIIIIII11 III IIIIIII IIIIIIIIIIIIIIIIII III l 111111111 '1 � IIIIIII 1°INN I II N IIIII uuuulnuu � V IVum iiilullll 11Vu111111 a IIIIIIIII IIIII (IIIIIIIIIIIIIIII I I II i I IIIIII ullllll IIIIIII Pll11 m1 IIIIIIIIIIIIIIII uVumm m u IIII II IIIIIN IIIII II V 11 III a IIIII N �uuuIIll IIIIII IIIIIIII l u , 1 1 uum iiiilml a uIIMt III 1 w IIII I VII I IIII : III III I (III I uum III IIIIII W WIN IIII IB m 'III II IIII uuuu III a IIIII IIIIIII11111111101111 m 111 IIIII a 11 I I uu I V I V W IIIIIIII 1 N I IIII VuI I I II IIIIIW � I 1 uuu IVu a �ry 4u VVV u IIpuuuuulldll I M 11 11 IIII IIN m 1 1 oh �uuVuuII11m1 uVu1IIV11 11 1 11 11 I WxN 11 ' 'VIINu 1 muVduVuuuuuuu 1 w h u IINIIIIII W 1141111�i IIIIIIII IIIII"IIVI IIVI�uu 1 1 N 'u11''11 IllllllllllllllllllllllllllIIuuuuII IIII°° p11j° 1M'IIWNVW'HIWiWINNIiWINIMiMIMMMIIIIIIIIIIIIIIIWWIIIIIIWWIIIIII IIII III 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIII I du VIVIMIVIVVVIVVVV1V1V11duIVuVuVuu 111111111111111111111111111111111 IIIIIIIIIIIIIIIIII I11111IIullllllllllll111 �uuiuuiuuuumIIl Jllll 111 III 11u u1111111111 u N'A'M""' IIII (IIIIIIIIIIIIIIIIIIII 11u1111 0011111.00,100011111,01111111111111111111111I1100, IIIIIIIIIIIIIII1I11IIIII11111111111111111111111111111111111111111111111111111111IIIIII1111"' I N1�111 III II11WIIpIIIIII�II� 1111111111111111 I IIIIIIIIIIIN uuuuuu IIIII ... IIIII ml IIIIIIIII uuMNlNI'1'11111111 II I II 11 IIY11 uuu uuu IIIII II� Y WIN IIII I mi1111�11 IpI �Iu1IIVIIIIIVIIIIMIII 1 V IIIII II IIIIIIVVum IIII III (IIIIIN NIIIIIIIIIINNNIN1 1Nii111111 oiiiiiiii IIIIIIIIII IIIIIIIII IIIIII 111 IIIIII (IIIIIIIIIII u VIVIVIVIVIVIMIm'M'M1M°1 1 u II I IIIIIIIIIMIIIWIul1 IIIIIIIWI IIIII 1uuIIIIIIIIIIIM'MIIIII I IIIIIIIII II N I Yu u1uu1V1IIII IIII IIIu ' I IIII 1111uIVlllu11u11111111 IIII (III I IIIIIIII I IIII u u IViiiWllllllllll""""""IiiiiiiiiiiiiiiiiNNlllllllllllllllllllllllllllllllllllllllllllllllllll IIIIIII 'IIIII IIIIIIIIIIIIIIIIII a (IIIIIIIIIIIIIIIIIIIIIIIIII Wit I III d11' uum Illllllllllllllllll�dllllllll (IIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIII �� IIII IIIIIIIII m NV IVuu1uIIV IIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIII IIIII a uuuuuuuuu IIIIIIII uullllllllllllllllllllll uuuullV III IIIIIIIIIIIIIIIIII�I WI I IIIIU IIIIIIIIIIIIIIIIII 11 II 11u1uuu W III ��IW 1111111IIIIII�W IIIIIIIIIII 1 1 1 IIIII uuuuIIllllllll � VIVugVtlI1 IIIIU 1 IIIIIII m IIIIUIu IIIII . IIIu uuum 1 1111111111111111111uum I � u u III I^' I l m l I" 1 IIII ' 1�1uu1 1 IIIIIII III 1 °1 u 4 III II III I XM INI I I IIImomooIIIVIII I 1 1W II Illllllllllllluul 11'1 I ml IIIIIII plllll V111� 1 1I I 1' (IIII 1 Mm 1111111uu'111uuu VIIIIII III 11m Iiillllllllllllllll IIIIIII III lu I1 IIIII � IIIII III uuopV111111""" 1 Iluuuu IIIIIII 1 lu III II I u 1111111111111111111111111111111111111 Ip 1V I V IIIII 111IIIIII IIIII IIII � 1 r Ipp IIIIU IIIII i I IIIIIIIIIIIIII IIIIIIIIII IIII u11j111 IIIII i mm1u1Ills lil IIIIIIIIIIIN mW III IIII IIIII 11 1° 1 W mumllij uuuuum lu IIIIII IIIIIIII 11�6pVll II' I 1 IIII (INI 1 1 III IIIIIIII uIIIIIIIWIIII IIII m pllllu IIIIII 1uWllul�i II V �IY111111111umlpuuuu IIIIIII "" (IIIIIIIIIIIIIIII III WW III luu VII 11 11iiil0uuuuuum IIII�111 II IIIIIII II uuuuuuu il 111111111111111111111,1111111111111111111111111111111111M uuuuumuu Il IIIIII IIIIIII IIIIII m IIII uIlII1II IIIIIIIIII put d N IIIIIIIIIIIIIIIIIII1111111 III IIIIIII IIIII II 11111111111111111111IIIII1119111P1 illIIII111111111111' IIII 1 IIIIIIII 1111uuuuII111 uuuuugplp 10011111111111111111111 11 N I IIIIIIIIIIIII 1 I VI uuu°'V 1' 'uuuuum I puuII°u 111 1 I um uuuu uuuuuuuu 1 u1 IIIIII 11 1 uum uuudllllllllllllllllllllll IIIIIII MIM pp �1 V NVu�IN uuuuuuuuuuuuuuulIIuuIIlIIll uumuuuuu u I II nn7fIIIIIIIIIIwIIIIIIIUIIIIIIP InAWIIIIN� IIIIIIIwmIIUUII N000000IIIIIII 11111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111N 1 II III' 1111111111 IIII 1 uuuu III � W IIII 1 uuuulllllllllllllllll lllllllIIIIIIIIIIIIIII IIryry lluuuuuu IIIII 111 IIIIIIIII u1 IIII a IIIIIIIIY IIIIIIIIIIIII III (IIIIIIIII IIIIIII II IIIIII uuu um IIIIII 1 VI 11 V m mI u1 1 III ulllllllllllll V 1 u1 VII uullllIIIIl1 1111 I111111111111 Vuul IIIIIIIIV 1�1 I IIIII uuuu) uuuuullllll IIII I1111111MW'� IIIIIIII Illuupuum uuu II liiiiiiiii'm1 uj11111u a IIIII ullllll uuum IIIIIIIII I uVl'IIII' VI IIIIIIIIIIIIIIIIIIIIIIIIIIIVuuuullllll IIII V IIII IIII u I IIII IIIIIIII II ^�IIIUVV°1' IIIIII IIII I IIIII m III IllluIIllllllll IIII III IIII III IIIIIIIIIII um ViiilulNuu1111111jpVIIVu u�luNIIIIIIVduuuIIlllllllllllllllllllllll IIIII p11IIlllluuuIIl IIIIIIIIIIIII II �111111111111 111111111111y� IIIIIIIIIIIIIIII uuuuuuII1111IIIIquuuuuul111uuuuuuII lllllllllllll W II IIIIIIIIIIIIIIIIIIIIIIIIIII �'�iuuuiV111111111111111111111111iiiiiiiiiiiiiiiiiiii I IIIIIIIIII iiiiiliiiiiiilIIl "111i°Vd IIIIIIIIIIIIIII II � I 1 I I1 II N� 11 I IIIIIUIIIIIIN'1 IIIIIVIIIINNuuuuuluuW IIIIII m, II IIIIIIIIIIIIIIIIII( IIIu IIIIIIIIIIuuuuuu IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII a uuu Illllllllllllllllllllllu IIIIII uulVNlllllllll 1 I IIIII uuuuu 11� 1 uVllllllllllllll I III uuN I III I �Illm ,,,11111111 IN p IIIIIIIII n�uuulu V 1 IIIII V11Y (IIIIIIIIIIIIIIIIIIIIIIIIIII uuu (IIIIIIIIIII III IIIIIIIIIIIMY III IIIII III IIIIIIIIIIuq IIIIIIIIIIIIIIIIIIIVIIIIII IIIIIIIIIIIII I II a mllllllll IIII MINI�N� 1 IIII IIIIIII Itll 9'°°1VVIIuuum IIII II INI II 11 uuum 111 M 111� MMIN'M I IW I 1 °11 IIIIIII 11111111jj1111111111 IIIIIIIIIIIIIII IIIIII 1 � (IIIIIIIII (IIIIIII Ilmuuuu V IIIIII11 I' N IIIIII I uuu IIIIIVI II IIIIIII 1 u IIIIIII I uum IIIIII III IIIIIIIIIIIIII1111111111111111IIIII IIII IIIIIIIII p IIII IIIIIIIIIIIIII III�INIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII 1 11 d II II � 11�1 uiN111 V lull ills jj111u11111111111u1 IIIII II I IIIIIIIII uum 1V'1 IIII IIIIIIII" 1 1 u III II a 11 1 I� I IIII II�1 �m II 1 11 uuu uuuuuuuuuuuu V�MN IIII 111 1 uuuu uuuuuuuuu IIIIIIIIIIIIII^ N IIII' ul 11 IIII umuullllllllllllllll III 1 uMN1Y I 11111111111111�6111uuIIllliiiiiiiuuuuluiullVii IIIIIIIIIIIII IIIII °°°°°°IIIIIIIIIIIIIIIIIIIIIIIIIII IWW�I�IMNWIIWIN'WIIWIWIWIIWIWIWIW'� II IIhVII �m1111111111111II 1liuuull 1 VIIIIIII1111111111 VIINIIIIII II 1 IIIIIIII IIIIIIIII 1VV1 Illllm Ill��llu I u 1uuul�MNluum V puullVullllllllllllll uuu�luuullll IIIIII W 111 IIIII MN g I001u � ' 1Nu1II1 IIIIIII IIIIIIINWWW�II n 1u� uuuumdllllllII III I 11 IVIIIIIIIIIIIiiiiil�� � Illllllllllllliillllllllll 111 IIII u IIIII IIIIIIIIIIIIIIIIIIIIIh IIIIIII uuu) uuuuuuuu) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uVVVVVI � uuu IIII 1111m uuuu IIIIIII III ul� 161� iiiiillllll IIW�IIIW �IVuuuum u uuuu Yllllllllllllllllll Nd�iuuuuuuuuuuuum I uuuu uuuuuum uum W IMIW IIIIIIII IIIIIIWhWW uuulllll IIIIIIIIIII IIIIIIIIIIIIIII I IIIIIIIIIII" 1 IIIIIII uuu �Nuuuuuum IINIIII IIIIIII 1 1111111111111111IIIIIIIIIII11111111 IIIIIIIIIII um uulllllllll m u uulVu1111111111111111 uuuuuuuuuuuu dIW 1°°IIII° I II I I IIIIIII l m 1 uuuuuuuuuuuuuumMMNIMNIiMIMiIYI I1 IIIII H'M'M1V 1111111iu' 1�i 11iitl°°°°°°IIIIIIII III1u1111p1111 a IIII IIII (IIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIII II'lu IIII II � 1 �u I VII I V III 1111111111111111111111111,1111111111111 111111111111111111111111111111111111111111111 .111111111111111 11 01111111111111111110 1111111111111111111111111111111111111111111111111111111111111111IIIIIII 11111111111111111111 I1u1111111uuNIuu uuuuuu uuu IIIII IIuuuuuuuuuuuuuuuuuuuuuuuum 1,11110000000000,00000000 IIIIIIIIIIIIIIIIIIIIIIII„I IIIIIIIIIII a Vuuuuum uuuuuuuuuuuuuuu0 'IWII�111111111111111111111111111111111111IIIIIIII u1VVm IIIIIIIIIIIIII1111 muuuuuuuuuuuuuuuu������1 lmuuuuuuuuuuuuuuuuuum IIIIIIIII11,111,111,111,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1111111,1111110111 IIIIIIIIIIIIIIIIIIII . I houuu011 mIIIIIIuVlluuuuuuII 111111111111 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIII ',101IIIIIIIIIIIIIIIIII NllIIum11111111111111111111111111111111100000111111111111, l NIMIIIII uuuuu NVN IIV1N' 1i j 111111h 11i II'I 11MN ulum III 11 u111111111W1111111111111 WW1 WWWWilllllllllllllllllll uuum1111111 'i'1111um duu11 IIII IIII i1 IIVI IIIIII Nl llllllllllll I IIV1V1V1V � uullllllulllulllluuau11u1ullllll,nV1111 11 1111111111111M11111111111111111111111111fl�111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 uuM IIIIIIIIIIIII IIIIIII 1l I IIIII°'iV1 IIIIIIIII IIII11111111 1111 1111111111111111111111111111 111111�111111�111111111111111 Illlllllllllil 'i°�1111111111111111111 ,1111111111111111111111111111 91111111111111111111111111111 WW Shakopee Soccer Association 1 Page 43 of 617 http://www.shakopeesoccer.com Shakopee Soccer Association Fence Location in Red #1 SUN PATH Fmmm,LEMewl,WARY SCHOOL EL RE 36 FF 9 FIELD o NE 6. FIB ; FiEL,,,p 6 PARKIN' FIELD 1 FIE Li' Shakopee Soccer Association 2 http://www.shakopeesoccer.com Page 44 of 617 Shakopee Soccer Association Fence Location in Red (cont.) W,00,40,97,,0000000",AA II 11: g 1111110p ) CE,14171:1'Sf:"Afil 111111111111111111111110 1,00mar Affinn,06,thr ,111111111IF AR10,010110, 1111111111111,11111111110 0.10V, Aga, 000f 00»»0,11111111110 AVIV .11111111111111V 1111111, ,11111110 A11110 0,100//ff(011,0 : ,1111111110 .0100, Amor Aur Air 00111F /AV , ggfiff Autv „Amu, lir Agg /100 g dumrAur ANY 010WAR0A011110/411111111111101111,111111110 00,10 Anommommour 1J111110 Ans, ,111111110 000 00111100010000101111110 ,111110 ,111111111110 ,1111111, ORM 1,11,,, 100 0, i 111, ; 00,00000,00,0, MOM ,00 MEW gig/MO.1MM g D111111111111111111111111111111111111111111 „ 00,1111111111111111111111111111111111111111111111,11 „11.1 (1711i gggg gggggg / 1111,1000000010,11100010011010,0000000011111000100011000/Med 1010, 111111111111111111110 1,111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111101g1 11111111,,,,111111111111111111111111111111111111111111111,111110,11111111110,, 1,111111111111111111111111111111111, 11111,01111111111111111,11',/,111111111111101110,/,,,1,1110,1,00/1001Ull0,1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 01111111111110,111111111100000000000001100000000,1110,111001111110,, 1111111111111111101111111111111111,11111111111111111111111111111111111111111111111111111100111110,111111,101 1,1 MY WE ,11, 1100 0 ,,,,,ttr,1111111111111111111111111111111111111111111111111111111111111 11111000 Shakopee Soccer Association 3 http://www.shakopeesoccer.com Page 45 of 617 Shakopee Soccer Association Fence with Poles for netting (behind Fields 1&2) 1 to III MON IN, l j r,,Giro/ lorio !%/ iilMll1'11111111 "rIP i�� plllii 00,110,111111,111111) Nip Shakopee Soccer Association 4 Page 46 of 617 http://www.shakopeesoccer.com Shakopee Soccer Association Double Gate: ,1,1111111 '010IIII , 101 1110 ,,11 114IWI11 IIIII 11 I'1iI111V1u111111 V IIII11 I "' 1111111 1 m1I' III Iu 1 1IIII 11'Illllll"'gllllllllll11 1 1.VI1111111" m11UNJ 1i II11111'' 1 11111i11 j1i1o '1mi. 1 I Illl 01,1011'110.1,1,011,110111 ,' I'll 1111111111 uVq IIII„ I dV1Vmlllumuull'1;lNmlVl 1111 10 1111111h1"' III 1,110 " 11'11111utl1 11"1 1111 111'1'11 'u11111d1 lu' 1 1 oilll uuluu ''IIII 11 11j11 01111111 Il°,,lil11100011.01111JlN loV 111 1 110, liu1u^V1i1 htll 1111111 mllu ull�lluil 1' 11111ii'1ylll 1 11111111, 11 1 JIIIVI 1100 11'w III Ill II '11 @IVqllmiul" 11 Il11'Vll l 1 11111101,11.11 1101111111 1111, 11m tllll�l001, 1 0,001,01110 11111101 1 udll 'l11 1 I01,,,„ ' V1111111' 1,11,1110 1. 1 'I°111 11 hN m I' lull 111 a1 dd d Ihul tl11i 1 II a plll�llll� NIVI 11 III �u I" uu111 'h' III lullil�ll,upIVIUIIII 1I'1lu"'A IIII''° I°1 1 " 1 111111111 00 10 111111 011 UU lhllV1lgpll im "' ^iIIIIIIIIIIll0lll ^11111' 111 I lullolldllulll,u 11111 I iiluiui lil'I'11�1'u ull1 ■ 11 " 11111,uuijpoiw 11 1110111IIIIu"'I111111VI1ii1i1''Ii1111 °11!Udo o' I111' 'lVllilll "IIi11'1 IIIVm IIIIPIii1111111111111111111111 '' 11,11,II M "I 111 dIIV11V1' 111 4 1111111u11 du,,,11111111N1d1 ll mu"' 1, 1 11""' u1, 1 IIII 111u 1 1111111uu o l'li "' II '1 uuu uuuullluq "' kill„ .au11u11"11"jjjj1111 ���'llllll,111111 11' 11" 1 u'm dl 1. 11,11111111 11 h�ryl ,Ill 111111111,111, 1i 6 11111 u11 ''IIIIII i'111ip1i1 111i1111I 1111J 11,u°I 'll al dm 111 uuul d11 ;IIIII° 11 II1 11111 Illl°1�liuu 1 Ill II IIIP° 1 a11V111 0111' 111i1i11'I''VM1'1'1111M1m'11" 11111d o"" d' it 11110 111,11111 1,11'lllh II 1101 01. 1ul �lllll 11 1 111111111111 VUU 11111111 1 li 11I� 1II IIII IIIIIIIIIIIIIIV,liilllll11l Idle, IIIIW'I 1uuuuuuuuu1111 IIIIII'II�Illllllllll���iillilllllll���i III 111111111111111 li I^� IIId1VN1 III 11, ll 11111�II'�1 111111VI" IIII 1'�u II 11 1,i1,1111011, "Ilh II 11p'u ,IIIIII 1,111 u111 JI U 11111III1o00111111ho 11111111111111111111111111111111 JII II IIIII VI Illp lldul MINI 191' m,1111d111u1upll,11111il,' 1,11 ,1111 111111,u 111, 0111 ,1111 11 110 1111 'pill IIl�uiiil 00,11111 11,1111 1111111 ,,011111,1111,10. Ipq IIIIVIIuI°11° IVV111 dlVlll m11 III 1 VI�WI1 .11 0111111111111 III 1pi91 11111,1111,11111111111 011 ',',IIII 011. 1001110, 11. NM 01 IW Single Gates: 1011 III""11111 1 IIII �1� IIII;'' ,Wl w '1'.1�1�1�o'u o11MMIdNWIMMIN 1.11 11. Ili g1111 IVII''1' uuuuu10111 dIV 111 1111 111111 111011111 1111111111 11111 1 11111 11111111111111 1111111, ll 11 MIo11111111111WIIIIIIMINI111AF01,1111 Mmn1 011 11101 llldll lull I 1 III�11 III III 11 ",11lllllo ,1 1�IW1 11"" 111 0ll�llul Ill°nllull 010011 1 1 u' NIMNIM " 1111111VI 11 VW 10 11111 1111111111111 1111 Shakopee Soccer Association 5 Page 47 of 617 http://www.shakopeesoccer.com Shakopee Soccer Association Quote from Pass Fencing: /r/: j%/�r/�' j�� iar irrr d o J d'�� //����� j //%�////���ii w � r ,gyp i I��///j/ rr aa/ ,rrrr 000000000000,0000000000,010 MIIIIWI1WwlV&'16WIIIIIIIIIIIIIIIIwC 7()ry riNyWIIYNINYIYNII0011 111110 11WW4Nlwk�?(� 6vttC 1111115 w uufuu W G111WIVIVIIIVIIIIIIIVVIIVwIIIIIIIIIVw Im mMrmmuWwuwumWWlWuwwwwW�alwm Nwlwww1wlVwVW'VWW4N,WWIW4TriIWYWnw ei, pM mmmmm m mmHWmmMI g;'W !'> h'"NWADI1flI1 MW 1 M1Y11, 55352 Cellr j 6 v AB BIB RW4VV111Vw IwwIMMIrcMOMwIMwu �vl wwwwawrrr�ar�l���wwww� w�ww�ww�lw��lw�nnw�� 111111111111111111111111111111111111111111111 '11r0HMYWMMi,1=�ll�1(i�'���w���iuidtiiiW�Www wnMnNfiu4Muuuu�ilui'Vlw�W4m u BM, lJUWIWIWIIIN'IMVIIIIIIIIIIIIIIIIIIIIIIIIYIIIIIIIIIIIIII IwwIIIVIVVIIIIIIIIIVIIVIW YrrtMMMVIVIMNIDIVVIVIMVVIVVw1VIlIwY1IIYYWIW01WW 11111 n mm m mwllll�w mmmmmm wuuuuw�r w w IVMMII'IdMM, MwIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIwIIVIV01,011IWVWW4RIViI.0,11 'yJJYAN:WwIYWNPWWWWwIP.. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIwwIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV0021.,U( M,170 1011 II'""'ION WWWMIIIMIIIIMfilwwl�wIVIVIVIVIVIVIVIVIVIViVViMIMNIDMWVN�dW4, /K llf!!l( Gu�luuwmwlu�wnuuuwwm�nm�uywy� YlY///N°1/"„7Mm7JAfdh''7A RA !/""' "l7r/JJNYC""7JYW�7X1NJJ1/AY1,MM!1'NIIIIWI64W0,1111IIIIIIIIIIMIIn111111111111111111111111,10MMMMMViJldff6f6f6f6irrGWIWIW(WaitilW "uwwd,iF( GG,ww.ntllwuum0 16 r 11 IV U 1Y�YY�I Pyj WIIIwI111111111wwIWAIYWIwwwwI111111111w11110,1111WI11wulWIVwN11111wWI11111111111111111111111111111111111111111111111111111111111111111ViMVMIrcmMVN'?WGMGmVWGWdW a.,,(,,,,,,wr1(..,,,...,y ,,,, y)g,,,,lwWPkulWwwwwwwwl. muuuuuuullumuuWlu rW:«�uur��rr Wr IMIINYMri1,1,1/UW,BMIW'WWWWI }9A7B1AfNI1 AWN Ww'MGUGGNWMM118 MIMdMIMUMM drdradMf'r r((�b"66( W( ,W044f 4„�( iWWi�i f(n177Wf6�f6 Mi PWMWrW(W(W(W(W(W(W(W(Wfrt(6�, WW'f(u'ZWwir iWuu66uuuVWMRl oirli(WS''y'.ylJ.": 1'°^„ �yJ9��M17NJlY 00.01r wm uVu19tlMWIMWIWoNNVdNdGGGGGGGWd+dO. II1.NMA11WllllllV 11 "UD wwwI11WWWM WSW m111u11111111111111M11 WwwwllwwVVIWN. WlPV4 rJ/f(!l4/6Wrv!(r'((z,(((((vvfvF(KlPrfw,' aa,,,a. nl l mWMWWINNIWWWmKU WWIWWMmMWWWW WmWmmyWW, uom11011 MruumW 0111MIIMYdMMMMMUNf 0WW'!4,00rv.00.00, yM, yNWJ7IDrnWMWWwN;9'wN'W14.'WIIIIIIIIIIIIIIIIIIVWVWVw4 yWWWWWWWIYI 1 a WWWIIIwwIVVVVVVVVVVVVwWWMMW'IWdIMM 'I 10,40 ((G 1r79NW7H kGN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVIVwVIIIV0111UIWWNNWNMMVf WWG rld 00,06 wuulWl1uw111unwWrWw�Wwwuuuwv,�vrrl�uur�rr��L»r�~u�rWu�mwWW>v�duw111u1111111111u111111111u1111u11111111uw1111111mmwwwwMmnM�W �'�ir� w9wWr>yJr»»m�rvulviurUr�sllwwlyvvwwWWMMuwuwwwwwol1111u1111u11oo11mllnwllMlnnM6a+afdm+uww�WMwur�wrM�y�y�y�wyiWv�WryuwYW wYIIVMIIVIN'N'II�� �IIIV411WIIIN'M'MIVIIV!YWUkIIVIVIw7ylDY1➢1J'ylYlylYlww;y!vlYW/wyIVIwYW1JYJYlwIV 1 I Pik JJdWWWw,V911V'lYW,9N'IUYW1UAlN'I IIIIN'MNW�IIIMIINM! u11u111��wuluMlWv�aW,W�„r�Mr,��arr�,�w� IIII��II I ,d.d°II�� Mp J�AMm rr UNWIV N��J ol011,11 iWm1111111111muMo111111111u1u1o111111u1o11111111111111111111111u11u1u1u111111111111111111111111111111111111111111111111 Wuw WNW, a Wuwf1 .1 VWw 111111111111 11,01II1, IIIM IwY-0WADYmwWUlWOYNYWW111uWWIUY/AM WMW1WmuWM��6rdrmr6WW1�16�� iu 1111111111111111111111,11llllllllll1111111111 ^uli mluii IIIIIIIII wVIVIINN'w'MIIn111NMYNWVItaa.yyyyy a6 �� NMI 1wVWII1111WIWI01 MOW'W&dIIN� 11wuu1uu1V1uMImNNMMMMMMMl1 WfdM66uK66N Iwww'wIW'Mlll'wYMVWWIVVWurdlwlW'WW1006f, Mu1WIWmIm11W WWwl rlr. P1,0 NMI NW11Y11Y11W 111,uuuuuulluulVlV11111lwuVwWWWddWWiWB6I(( I((W(G6(w(ui 000uuuuWlmWUWYmWfi7Frnfirr 0,10UYW tlIIVWOWWf OBBWWW'IHw'MMYMmmnou1V1V1VImMDIMWV 01I MV,IMN' NI1I1,WWMIWHMIWWUV�lMMWf766ddif6 1111111H0011,1IMWWMWN4WHVM(('IfN/dwmwww. iJJiliAmmWmmmfit, fittWVWtlldlfJllldf,%1/f yy!Wyvyy,WN, m11,°,1 0011,1wm mrwlW,,f UN.✓W"AWYIWMNI111IIIIVIIIIIIVIVIVIMWNWIUIMMIWfrW 1II0IIMIMNWN0V? BBB �I��iriWW» �WWwmmmmmWmmwmi W,ItlWMWIVIIII1111111001 7IM 64,17G6 MIIIIIm11,M10w ,1 lYkttll�'NNNNIWWMI Aaa, dJrrr�rr 'PP lf6�u�yyf7j�llJl , 10.11111m mM III jjj md1 Wlyoo1u1111111111,,,M. , NM,,M Mwlww1/111 EN0 14,0usnnlmomumomumomuu00000 a m w l 1111111 11111Im11111VI111111111V1111, 1 f�imumdMMmmWMu MW J IIIImMmmMmmmm „1r�w010 Y�(In! mImWWIWlr�r6rar�j,�ly�W 11lf/t 1m�IJy9mu�of�Vuwuyltt)Wum�, r mmrafii��IIl111u1111WM wwwww�w�rr�r�r�r�r�r�r�r��w�w��r� �,w�r,w �wrwww� BMW Wag, 1MMMMIoo� � drduwG 11fm1lllllllllllllllllllllllllllllllllllllllllllllll 1,1,10wpwl� IR! i I 1l �I�I1 / rrr /, ,'ii/Farm/fir, Bim; , % %/ 1'1 rrrr , //�//,/,//�%% Il�llm OOOOOMOVVJ�I ara� / 7 lllli�idl '�� mim �IIIMII „��1� y�lm�l ///r hel rr N1111111111111111111111111 Shakopee Soccer Association 6 Page 48 of 617 http://www.shakopeesoccer.com SHAKOPEE SOCCER ASSOCIATION 17TH AVENUE SPORTS COMPLEX IMPROVEMENT AGREEMENT 2020 This agreement, made and entered into this day of , 2020, by and between the City of Shakopee, a Minnesota municipal corporation, located at 485 Gorman Street, Shakopee, in the County of Scott, State of Minnesota (hereinafter referred to as "CITY") and the Shakopee Soccer Association, (hereinafter referred to as "SSA"). WITNESSETH: Whereas the CITY is desirous of providing safe facilities to patrons of the 17th Avenue Sports Complex; and Whereas the SSA wishes to provide a fence and netting at 17th Avenue Sports Complex for the safety of youth soccer players; and Whereas the estimated construction cost of the project is $30,000.00; and Whereas the CITY is willing and able to support the SSA through short-term (2 year) financing using the CIP Park Reserve Fund for half of the project cost ($15,000.00) to complete the project in 2020; and Whereas the SSA has funds on hand to pay $15,000.00 at time of construction and can repay the short-term financing ($15,000.00) over the next two years; and Now, therefore, in consideration of the promises, terms and conditions stated herein, the parties agree as follows: I. DUTIES AND RIGHTS OF SSA A. The SSA agrees to fully fund construction of fencing and netting at 17th Avenue Sports Complex. B. The SSA agrees to coordinate/contract as necessary all labor and materials to complete the fence and netting project in accordance with City and State Code. C. The SSA agrees to obtain approval from the City prior to making any repairs, alterations or replacement of the fence and netting. D. The SSA agrees to obtain approval from the Shakopee Public Utility Commission for the portion of the project to be constructed on SPUC owned property. E. The SSA agrees to pay for all costs to uninstall fencing or netting if requested. Page 49 of 617 F. The SSA agrees to repay the CITY for any short-term financing support in two equal payments by September 30th of 2021 and 2022. II. DUTIES AND RIGHTS OF THE CITY A. The CITY agrees to assist the SSA in financing the project up to $15,000.00 from the CIP Park Reserve Fund (to be repaid by 2022 in two equal payments). B. The CITY agrees to assist the SSA with regular day to day maintenance of the fencing and netting. C. The CITY agrees to include the fencing and netting in their park asset inventory and insurance coverage. D. The CITY agrees to notify the SSA of any needed maintenance, repairs or replacement of the fencing and netting or surrounding spaces that may be affected. III. T E RM S A. This Agreement shall commence upon execution by both parties. B. This Agreement shall not be assignable except by the written consent of the CITY. C. This Agreement shall be governed by the laws of the State of Minnesota. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their proper officers, thereunto duly authorized, as of the day and year first above written. CITY OF SHAKOPEE Mayor City Administrator SHAKOPEE SOCCER ASSOCIATION President Page 50 of 617 *4.D.1. Shakopee City Council March 17, 2020 FROM: Mark Noble, Senior Planner TO: Mayor and Council Members Subject: Canterbury Park llth Addition Final Plat Policy/Action Requested: Approve Resolution No. R2020-027, a resolution approving the final plat of CANTERBURY PARK ELEVENTH ADDITION, and move its adoption. Recommendation: Approve the action requested. Discussion: Canterbury Development, LLC has made application for Final Plat of CANTERBURY PARK ELEVENTH ADDITION. The subject property in totality is approximately 224 acres, and is located North of Eagle Creek Blvd./Hauer Trail, and North & East of Shenandoah Drive. The plat would provide the necessary public right-of-way for proposed Unbridled Avenue, which would connect Eastway Avenue from the west to Valley Industrial Blvd. S. to the east. The area of the Unbridled Avenue right-of-way would be 9.13 acres, which would be split off several parcels that were platted with CANTERBURY PARK SIXTH and SEVENTH ADDITIONS. If approved, the City and Canterbury will begin construction of this public road in the near future. City staff and affected utility companies reviewed this proposal, with City Engineering and SPUC providing comments which have been incorporated into the draft Resolution. Budget Impact: N/A ATTACHMENTS: Page 51 of 617 D Resolution No. R2020-027 D Site Aerial D Final Plat D Engineering Memo D SPUC Memo D Lot Areas D Legal Description Page 52 of 617 RESOLUTION NO. R2020-027 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE FINAL PLAT OF CANTERBURY PARK ELEVENTH ADDITION WHEREAS, Canterbury Development, LLC and Canterbury Park Entertainment, LLC, applicants and property owners, have made application for Final Plat of CANTERBURY PARK ELEVENTH ADDITION; and WHEREAS, the property is legally described as: Exhibit A (attached); and WHEREAS, notice was provided and on December 3, 2015, the Planning Commission held a public hearing regarding CANTERBURY PARK SIXTH ADDITION Preliminary Plat, at which it heard from City Planning staff and invited members of the public to comment; and WHEREAS, the City Council reviewed and approved CANTERBURY PARK SIXTH ADDITION Preliminary & Final Plat on April 19, 2016; and WHEREAS, notice was provided and on April 5, 2018, the Planning Commission held a public hearing regarding CANTERBURY PARK SEVENTH ADDITION Preliminary Plat, at which it heard from City Planning staff and invited members of the public to comment; and WHEREAS, the City Council reviewed and approved CANTERBURY PARK SEVENTH ADDITION Preliminary & Final Plat on April 17, 2018; and WHEREAS, the City Council reviewed the Final Plat of CANTERBURY PARK ELEVENTH ADDITION on March 17, 2020; and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Shakopee, Minnesota that the Final Plat of CANTERBURY PARK ELEVENTH ADDITION is hereby approved subject to the following conditions: I) The following procedural actions must be addressed/completed prior to the release of the recording of a Final Plat: A. Approval of title by the City Attorney. B. Provide electronic files (AutoCAD and Portable Document Format) of the Final Plat to be recorded with datum on the Scott County coordinate system. C. Coordinate with the Public Works Department to obtain an Encroachment Agreement for the private sanitary sewer service line that crosses the City of Shakopee right-of-way for Unbridled Avenue. II. Following approval and recording of the final plat, the following conditions shall apply: 1 of 2 Page 53 of 617 A. The developer shall contact SPU directly for specific requirements related to street lighting installation for this project. The developer will be responsible for complying with their standard terms and conditions and paying all associated fees. B. Approval of the final plat does not constitute approval of the submitted plans. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held the day of , 2020. Attested: City Clerk Mayor 2 of 2 Page 54 of 617 KNOW ALL PERSONS BY THESE PRESENTS: That Canterbury Park Entertainment, LLC, a Minnesota limited liab of Minnesota, to wit: Lot 1, Block 1, CANTERBURY PARK SEVENTH ADDITION, Scott County, Minnesota. That Canterbury Development LLC, a Minnesota limited liability company, fee owner of the following describe Outlot A, CANTERBURY PARK SIXTH ADDITION, Scott County, Minnesota. Outlot B, CANTERBURY PARK SEVENTH ADDITION, Scott County, Minnesota. I' a) s Vf CD 0 i co Z 0 CI CI Q 2 I- z W W W Y Ce >- o = p in a) m � cc W = I- 0- Z a V 4= cn - 13 cD a C +, cv 4, CD a) O. 4A cv C•- CO i C▪ U i > 0 CD 4- ++ ca a VI -0s O *' 4, C W 0 co 3 N o a) s .CVI a+ 0 "0 03 a) v, VI - = C CO aU V E a) > IA CD RI 2 a In witness whereof said Canterbury Park Entertainment, LLC, a Minnesota limited liability company, has cause - - 7 L - _ < -I 1 _ _ J < I _ _ _ - - N 0 70'092 M1j7g gZo1.ON to to cm '4? U) J 0 U z TO 0 ' 00 N n- N89°30'21 "E UNBRIDLED / < I I 1 1 1 ♦ w w 0 C w C C C Q o i- LU LU I (l) Lfl Q LL O 1.1.1 N N Z LU LU I C 0 u. D 0 • (S DEGREES 24 MINUTES 15 SECONDS WEST. o N W LU U. I OC OO Z O - z W J Q 0 tn N89°30'21 "E oC U I- 0 Z 2 0 rx LL Z W W N o 33 Ct MI—I—Lri mu)' z Q Q O W W . H H % O ~fX D 00~ z 0Qzcntri Z v OC Z U22U Q J m �I—I—( w W 00 Ocd W W I O O b V'f N ~m~ I O H I.uW ZQW ILp W W V> 10 2 QN �;QN Iw Z O 0 O V 0 Z z o O 2 6 l'17LZ l cc .�z 1—m y' 2M O W OJN z� z otn _ • W z � O = ZO Z J m W Z O ~ = N O N C p V W W W Q Z V Z J N= Z W z t--I m - W V) LLJ .. V) N H LU H M V) O 0 • e �C W � W Q W O 1 Q o 2 0 z H a 0 • I NORTH -7 / / / / / / / / / / / S6 / / / r / 00 N N d- ro N89°30'37"E A ( — .,,, LJ LC) 031 I 0 • d- � � I I rLo 1'0 NI I N d- • 0 In S89°23'51 "W / / / / / City of Shakopee Memorandum TO: Mark Noble, Senior Planner FROM: Micah Heckman, Project Engineer SUBJECT: Preliminary Plat & Final Plat — Canterbury Park 11t"Addition CASE: SH099858 DATE: March 9, 2020 The staff review indicates a request to review a Preliminary Plat and Final Plat application for the Canterbury Park 11t" Addition. Canterbury Park 11th Addition is located west of C.S.A.H. 83 (Canterbury Road), north of 12th Ave E and east of Shenandoah Drive. This review should be considered preliminary, as more comments will follow with additional submittals. However, the Public Works Department offers the following comments at this time to the applicant and to the planning department: The following items need to be addressed/completed prior to release of the Final Plat for recording: 1. Coordinate with the Public Works Department to obtain an Encroachment Agreement for the private sanitary sewer service line that crosses the City of Shakopee right-of-way for Unbridled Avenue. 2. Provide electronic files (AutoCAD and Portable Document Format — PDF) of the Final Plat to be recorded with datum on the Scott County coordinate system. Recommendation The Public Works Department recommends approval of the application subject to the conditions above being addressed/completed by the applicant. C:\Program Files(x86)\neevia.com\docConverterPro\temp\NVDC\7B918ED7-C9E6-4505-AA20-B7D1B78243A0\Shakopee.5171.1.PP_FP_Review_(Canterbury_11th)_030920.docx 1 of 1 Page 61 of 617 iii SHAKOPEE PUBLIC UTILITIES "Lighting the Way — Yesterday Today and eyond" MEMORANDUM TO: Shakopee Community Development Department FROM: Joseph D. Adams, Planning and Engineering Director SUBJECT: STAFF REVIEW RECORD COMMENTS for: Final Plat — Unbridled Ave Canterbury 11' Addition CASE NO: SH-099858 DATE: 2/26/2020 COMMENTS: Street Lighting installation is available subject to our standard terms and conditions. These are contained in the current City of Shakopee Street Lighting Policy. Applicant must pay the associated fees. Applicant should contact Shakopee Public Utilities directly for specific requirements relating to their project. 1111111111111111111WWWMINIIIIIIINIMMUMMINNIMMMINIONNIMINIIIMMONMINNIIIMINNINUIIIINNWINNNNIMIIIIIIIMMININNNIIIIIIIIIMINIMINININNIIIMINIMOMMUMMANUMMINNUMNIMINNNIMINNNIMMONNNINIIMMMINUMINIIMMININIIIIIMORMOMINIMINIIIIIIMINNIMMINOWWWWWOMOMMMIIMINIMIMIN111111111111111011101111.11111111111111111111111111111111111111111111MMONOMMINIMMWOMMIMMONIIIMINIMMWMINIMINIMMININIMINIMMOMMONOMMINIMIUMMINININIMINIIMMMINININININIIIMONMMININNOM Post Office lox 470 255 Saran:11 Street Shakopee, Minnesota 553790470 (952) 445-1)88 Fax 445-.7'767 • wwwspitcweb.corn Reliable Public Power Provider Page 62 of 617 CANTERBURY PARK ELEVENTH ADDITION LOT AREAS Lot 1, Block 1 7,519,479 sf 172.62 acres Outlot A 592,193 sf 13.59 acres Outlot B 1,011,382 sf 23.22 acres Outlot C 228,263 sf 5.24 acres Unbridled Boulevard 397,775 sf 9.13 acres Page 63 of 617 EXHIBIT "A" Parcel 1A: That part of Lot 1, Block 1, Canterbury Park Seventh Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota, lying within Outlot B, Canterbury Park Sixth Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota. AND That part of Lot 1, Block 1, Canterbury Park Seventh Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota, lying within Lot 1, Block 1, Canterbury Park Fifth Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota. AND That part of Lot 1, Block 1, Canterbury Park Seventh Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota, lying within the South Half of the Southeast Quarter of Section 5, Township 115 North, Range 22 West, Scott County, Minnesota. AND That part of Lot 1, Block 1, Canterbury Park Seventh Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota, lying within the Northeast Quarter of the Southeast Quarter of Section 5, Township 115 North, Range 22 West, Scott County, Minnesota. AND That part of Lot 1, Block 1, Canterbury Park Seventh Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota, lying within the Southwest Quarter of the Southwest Quarter of Section 4, Township 115 North, Range 22 West, Scott County, Minnesota. AND That part of Lot 1, Block 1, Canterbury Park Seventh Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota, lying within the Northwest Quarter of Section 9, Township 115 North, Range 22 West, Scott County, Minnesota. Torrens Property Parcel 1B: That part of Lot 1, Block 1, Canterbury Park Seventh Addition, lying within the East Half of the Northeast Quarter of Section 8, Township 115, Range 22, Scott County, Minnesota. Abstract Property Parcel 2: Outlot B, Canterbury Park Seventh Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota. Torrens Property Parcel 3: Exhibit "A" 56851 Page 64 of 617 EXHIBIT "A" (Continued) Outlot A, Canterbury Park Sixth Addition, according to the recorded plat thereof on file in the office of the Registrar of Titles, Scott County, Minnesota. Abstract Property NOTE: Title Company has been informed that the Land will be platted as part of this transaction. The legal description to be insured will be: Lot 1, Block 1, and Outlots A and B, Canterbury Park Eleventh Addition, Scott County, Minnesota. Abstract and Torrens Property Exhibit "A" 56851 Page 65 of 617 *4.D.2. Shakopee City Council March 17, 2020 FROM: Mark Noble, Senior Planner TO: Mayor and Council Members Subject: Interim Use Permit for Canterbury RV Park Policy/Action Requested: Approve Resolution No. R2020-028, a resolution approving Canterbury Park Entertainment LLC's Interim Use Permit request to allow an RV Park for 28 Recreational Camping vehicles (RCV's) on their property Recommendation: The Planning Commission heard this item at their March 5, 2020 meeting, and by a 6-0 vote, recommended approval subject to the conditions included in Resolution No. R2020- 028. Discussion: Canterbury Park is located west of Canterbury Road, north of 12th Avenue, and east of Shenandoah Drive. They previously received approval for licensing 20 RCV sites near their existing Barensheer access road; however, improvements ongoing at Canterbury requires the relocation of a number of the existing vehicle sites. They have submitted a concept plan that identifies the proposed locations of 28 RCV's, requesting approval for their employees to utilize these sites from April through November. This type of request requires a review by the Planning Commission, with their recommendation forwarded to the City Council for their approval. The purpose of an Interim Use Permit is as follows: (a) Ensure sufficient information is provided by the applicant; (b) Ensure interim uses comply with city code requirements; (c) Ensure temporary uses remain temporary in nature; (d) Ensure appropriate conditions are attached to enhance compatibility with surrounding uses; (e) Ensure interim use permit applications are processed in a manner consistent with state statutes; and (f) Interim use permits may be used for the temporary establishment of any use listed in any Page 66 of 617 zoning district as a permitted or conditional use. The following are findings that shall be made prior to approval of an interim use permit: (a) The proposed use will not delay permanent development of the site; (b) The proposed use will not adversely impact implementation of the Comprehensive Plan or adopted plan for the area; (c) The proposed use will not be in conflict with any provisions of the city code on an ongoing basis; (d) The proposed use will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety and welfare; (e) The date or event that will terminate the use has been identified with certainty; and (0 The property on which the use is situated has no open enforcement orders and there are no nuisance characteristics associated with the property or its current use. (g) Permission of the use will not impose additional costs on the public if it is necessary for the public to take the property in the future. (h) The user agrees to any conditions that the governing body deems appropriate for permission of the use. Staff reviewed the above criteria and have found that the proposal would meet the eight (8) criteria, with conditions as included in the draft Resolution. The proposed location is not in use by the public during this time frame, the proposed use would have minimal visibility from adjacent properties/rights-of-way, and traffic impact would be minimal, as any use of these RCV's would be via private drives within Canterbury Park designed to handle the minimal traffic generated by this use. City Engineering, Fire Department and Shakopee Public Utilities (SPUC) staff have provided comments that have been incorporated into the draft Resolution. The applicant will need to work closely with City staff on the submittal of a final site plan to ensure compliance with any City/Fire Code requirements. If approved, the following language pertains to the term of said approval, and expiration/termination of said interim use permit: (a) The term of an interim use permit must not exceed two years with a review after the first year. (b) An interim use permit expires and the interim use must terminate at the earlier of: 1. The expiration date established by the City Council at the time of approval, but in no event more than two years from the date of approval; 2. The occurrence of any event identified in the interim use permit for the termination of the use; 3. Upon an amendment of the city code that no longer allows the interim use. 4. Unused interim use permits expire six months after approval if the proposed use has not commenced or a complete building permit application for a structure to support the interim use has not been submitted to the city for review. A landowner may apply to the Zoning Page 67 of 617 Administrator for no more than one-time extension of up to six months for an unused interim use permit. 5. Interim use permits expire if the interim use ceases operation for a continuous period of one year or longer. Budget Impact: N/A ATTACHMENTS: Resolution No. R2020-028 D Site Aerial D Site, Grading & Utility Plans D Applicant Narrative D Engineering Memo D SPUC Memo Fire Department Comments D Apparatus Specifications Page 68 of 617 RESOLUTION NO. R2020-028 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA, APPROVING AN INTERIM USE PERMIT TO ALLOW AN RV PARK AT CANTERBURY PARK WHEREAS, Canterbury Park Entertainment LLC, applicant and property owner, has made application for an Interim Use Permit (IUP) to allow an RV Park for 28 Recreational Camping Vehicles (RCN's) on their property; and as: WHEREAS, the property upon which the request is being made is legally described Lot 1, Block 1, Canterbury Park Seventh Addition; and WHEREAS, all required public notices regarding the public hearing for the application were duly sent and posted and all persons appearing at the hearing have been given an opportunity to be heard thereon; and WHEREAS, the Planning Commission of the City of Shakopee did review this application on March 5, 2020 and recommended approval of the application request; and WHEREAS, the City Council of the City of Shakopee did review this application on March 17, 2020 and adopted the following findings: Interim Use Criteria a: Criteria b: Criteria c: Criteria d: Criteria e: Criteria f: Criteria g: Criteria h: Permit Findings: The proposed use will not delay permanent development of the site; The proposed use will not adversely impact implementation of the Comprehensive Plan or adopted plan for the area; The proposed use will not be in conflict with any provisions of the city code on an ongoing basis, provided the conditions of approval are met; The proposed use will not be injurious to the surrounding neighborhood or otherwise harm the public health, safety and welfare; The date or event that will terminate the use has been identified with certainty; The property on which the use is situated has no open enforcement orders and there are no nuisance characteristics associated with the property or its current use; Permission of the use will not impose additional costs on the public if it is necessary for the public to take the property in the future; and The user agrees to any conditions that the governing body deems appropriate for permission of the use. Page 69 of 617 NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Shakopee, Minnesota that the requested IUP is hereby approved, subject to the following conditions: 1. The use shall be located consistent with the location on the submitted site plan (dated 01 /31 /2020) and shall occur for the time frame requested by the applicant (April through November) . 2. The number of Recreational Camping Vehicles (RCV's) shall not exceed 28 vehicles. 3. The applicant shall submit to the City a final site plan for review/approval to ensure compliance with any Fire Code and City Code requirements. This shall include the following: a. Provide 48" clear path from a fire hydrant to gravel access road. This includes a 48" wide gate in the existing fence. b. All RCV's must be located at least 10 feet from all property lines and maintain a minimum of 10 feet of open space between the sides of the adjacent RCV's. c. Reuse existing trees proposed for removal. Should those trees not be salvageable, new trees shall be provided equal in number and size, unless otherwise authorized by Planning Department staff, with security provided consistent with City Code requirements. d. Driveway and travel surfaces may only be allowed as gravel during this two- year interim use permit timeframe. Any gravel areas shall be paved consistent with City Code standards should they exist beyond the two-year timeframe. e. Make corrections to submitted plans, consistent with notes/conditions provided by City Engineering and Fire Departments (see projectdox markups). f. Submit a revised turning movement diagram that shows a Shakopee fire truck traversing the site (run turning radius results using Shakopee Fire Apparatus Speci▪ ficati▪ ons). 4. The existing sanitary dump station must be removed following construction of the new sanitary system. 5. Obtain approval of a storm water management plan for the proposed development prior to any land disturbing activities. 6. A grading permit is required prior to any land disturbing activities. 7. Submit a recorded copy of a Utility Facilities Easement Agreement for the proposed development. 8. Provide the city a copy of all applicable permits/approvals, including, but not limited to the following: Page 70 of 617 a. Minnesota Department of Health b. Met Council c. Minnesota Pollution Control Agency (NPDES) 9. Electric service is provided by Canterbury Park's privately owned electrical system. Should Canterbury Park require additional electric service(s) for the RCVs, electric service is available per SPUC standard terms and conditions for electric service. 10. This interim use permit must not exceed two years, with a review after the first year. 11. An interim use permit expires and the interim use must terminate at the earlier of: a. The expiration date established by the City Council at the time of approval, but in no event more than two years from the date of approval; b. The occurrence of any event identified in the interim use permit for the termination of the use; c. Upon an amendment of the city code that no longer allows the interim use. d. Unused interim use permits expire six months after approval if the proposed use has not commenced or a complete building permit application for a structure to support the interim use has not been submitted to the city for review. A land owner may apply to the Zoning Administrator for no more than one time extension of up to six months for an unused interim use permit. e. Interim use permits expire if the interim use ceases operation for a continuous period of one year or longer. Adopted in session of the City Council of the City of Shakopee, Minnesota, held on the day of , 2020. ATTEST: Lori Hensen, City Clerk Mayor PREPARED BY: City of Shakopee 485 Gorman Street Shakopee, MN 55379 Page 71 of 617 III 111111111111111111111111 001 IIIIIIIIuIlI1 p1111111;11j111„ III Ililllplu'II1�uu IIIIIIIIIIIII IIIIIIIIIII a„I (VIIIII„ ll l Ore IIu u 111111111111 NV I II IIN 1 I ul V 11 a IIIIIIIIIIIIII SIl N Illltlh„1111111IVI0iil„llj„V 1111111 IIIIIIIIIIIIIIIIIIII11 I p�I�IlNIIllIlVflI 11111 l�I I IV4„ IIIu„iuI 1III1 �I�uu1 uuI"'11111 uII00001I wuuuuuuIuIIuIIuIIuIIIuuuuM1„1u uuou uII mN1 Iu MI oIIlIIIIlllllIlWhlm llllll�yI�IIIIIIIII � dill N('Il�llllml�miUm �UVI°p��� PIM'A'MV III II�UI 11111101000000101011111010000000000000111011,uullII I 11111111111 , NN 111 1„ IIIIII„„„111 I IIIIIIIVVIV IIIIIVI(„„ 111 1 dIIII 1Vu1II1muIVu IIIIII hmlul IIIIVI uuuuluuuuuVuulllllluuuull� IIIIIII hull °Illllllll II U Ih,l uuuq VI 11 111' 11 IIII �i R" I '""" I IIIV u'11 „ I IIII 1 Ilia hill) Wx�m� "unnVllllllllllllll III 11' 'III „ 1„IIIIII IIIII �Illl uII III 11 Ill .I, IIIu I III IIII „m 1„ � III , u um I 1 III III II III IIIV u N u IIII I III uuu III u III IIIIIII VuII uuum du1111 IIIIIVuw „I 1 I II II I II 1 I IIIII uI� 111111111111111111111111111 uuuuVI11111111 IIIV uuuIII11111111111 u n INNN�� I I IIN 1 „u„IIII I III 1 II Nul I � II IIIIIIIuuIIIlluiiu IIIIIIIIII " II „„� II Ills 61nIWWuum I W IN I w WNNIN WV � � IIIIIIIIIIl11IIIIIVp11111111UIWIIVI� W V HI1 II„I IIII � lau � w dl � p ppp � IUVVW Igllllllllllllllll N � 11„ III 11111 01� IIIIIIII 1IWII N "uu„„IdnVlll„111"' ' oR ° JIIIIIIIIIIIIIIIIIIIIII IIII l II„„IM �11111111111111111IIIIlllllull uIIm11111 IIII ' I 1111111111 VII 1„I WII N"1 III �NINI 11 �lil I 00000111001011110ImWumuuuuuuuua NVtl 01141010i ,01 I „ 9 ,„ IIIIIII Iw1111111IIIIIIIIIIIIII II I 1 III luu1P I �NuI uuuuuum �M..1. I.., l IIIIIIIIIII IIII I Nl�uu mull„ tll IIIIII I IluuuuNlw 1 nNlu I I kv,IVVUI111111uuV„ IIIII a II 1I Nuuuuuuull IIIIIIIIIIIIII uuuuuu 1 V N1lll " III IIm1111111111111111VI1111111 �NVu1VV V1d1IIVu IIII 111 III011 0�I 1111,1111111111111 Pillll (IIIV„iIIIIIII I',1111111lllllllllllll„IIIi1„ iilu„it IIIIIIII a 111111111111111111111111111111111111111111111 011�1111 ' IIIN 1N uuuuuu u I I' Nmll„p I IIII IIII 11 uw IIII„Ill I 1111101,,, 0111101 I III II II II'IIIIli11i11i I 11100010 IIIII 1 I' u11111u11„„III l 11111011 u 1111'11 MINI111111111 MI' u MII„ �I�II p ml uuuV 1 Ill IIuI „ VuuVV IIV VII I 1Vui1111111111111111111;111111 111„Ig u1„III II lu 111111I 1111 i111 IIIIIII IIIIii" iIIIVI III I I I1„1„1„1 II„„„„I IIIVIVIII11i4ll "11Il II °1Q11111 11111111111,01111„11000 l�lul 111111 II1!Vl 11000 11 1101, UIII IIIIII IIIII IIII III111111111111Ii1 111 IIIIIIIIIII 1 II 1 )uuuu IIIIPJI111llll III I II' I II l'111111111111' �1 uoIII U�w Ilullllllll IIIII II I11„ I I IV IIVI( luulmuuuudl^),4i II m Ilh lIIIIII I „I�Illlm III' lwu III IIIII I IIII IIIII 1°'uII Im 119111111111111 I11111111 lu lmV „ III III dIIIII IIIIIIIIIII Id U"IIu u h11111I III ' Illllllllllllilll„IIU„ IVI��IN IVIIIII a°1 ' 1 "'�IIIIOIIIII IIVI IIIIII°IIIIIIIIIIIIII Ium�II����� IIIIII 11 NIIII MM IIIV °UIIIIIINI1IIII1j1° m uuuu uuuuuuu uuuuuu 'I 11111111111111I II lull 111i1Y11111111111111 IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII III 1111111 IIIIIIIIIIIIIII 1 uuuuulllNNN'WWIIIu1uII�1�WIIlWWlllluuul 11N'Mm � lulu uIIYIu1111111111V11' '1v„ IIuI IIIIIIIIIIIIIIIIIIIIIIIIIII °IIII IIIIII II IIII„uuuiil„9IVII IIII„ 111'„°'ll ullllll IIII III II II 9NW1V°qqV„„„ 11u1„ M 1111111 1111Nu'u 1111 UII„ 11111111111111111111111111111111111111111111 ,IIIIIII, „uuuu q IIl �1 uuuuuuul„„„„„„„„u 11W1111111uuu11111111111 IIII I00 IIIIIIIIII 1111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIII11111II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII„„„„„„„„„„„„„„„„„„„„„„ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIU 1911111111111111111111111 IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII 1111111111111111 u111Il1ul„„Vum uuullll1111 411uumuulu m 1 'Ill II IIIII111 „1 III VII( 11111111111111111111111IIIIIIIIIIIIIIII I III 1111111111 1111111111111111111111, mNu mu IIII„IIII " N Imulluu100IUIIIIIIIlllllllll1muullld I IIII „ VVMVVuu ul N'Illlllil Illlllu IIIIII mu IIIV � f IIIM'11 IIIII IIII " IIIIII rl lulu IIII a„„„II „„„„q„�'1 IIIIII IIIY or 111 II (IMI I M/ 11 „(('IIIII IIIII 911'II11gI 111 1101111„11 1 l/ 11 uuu Illlllu 'Iw�� 111111111111011IIUIIIIIII „1 1 4i 'u„uuu u4 W„ um , �I N uW pp�� � 1 „ Ill' mlllllllllllllliii uuu Mum 1 1 Il 10���„�„IIIN1oI�N1�V���WWIIWWIlluuu�i,„IIIN IIIII a ul � IIIIIII 1„III l„ 91W'6 Ip mu II II V111IIIII11111 „ I IIIIIIII II II1911V1oI1°III III IIII„III u III lluu1111 IvNIIII111111l14V1 000 V IIIII IIuI IIIu° IIIIII uuuuu u„ IIIII „ ° lull 111111111111111111.1111111111111111111111uII 1111d1 1„„„n'w„wuw '� III„q„„I IIII II I 11III1NN lu I 1010000 IIUhXlllll „A Pe 1 aw AL... i >� D, r o rw,,.wm,-vv, 114 /Ilr 11 u J j1'llu%/III ,11) „IV uuuu � f f� // f fJ �� �fw l J a p / i r / I m NO / / 1Il , , Irr r � r/ /'Y /1/7 /� N NIy 611 1J 1 p� r1lu I/a i I u t I f' � r I r N I nU �� � % VI G 1 u rr IM ���I / I W�i 1111 IIdllluuuuuuumurvIl IIIII�IIIV IIIIIIII0 III mNI„i4 YI " iluilu'fulluuuuuIIIIII 111111111111Inn111111111n 1� duIIIu I I I1 II Illlllu I IIIIIIIIIII „„„u Vl d dNWG l�l 'IIIIIIIIII 1 ml Y11'IIIII1 IIIIIIII1VuIIIIIIIIIIIIIIIII„ uII uuu"' 111111111111111111111111111 lIIIIIIIIIIIIII II' N IIIN luumll �� IIII I IIIIVIVI I uuuu I IIII uuuu uuuu IIIIIIIIIIIIIII I 11111111111 'Illll„„„IIII„„ IIIIIIIIIIIIIIII wd1NIIIII11WW11 N1M'M1111V1 NII °° ° ° IIII I I 1111111111 111111111111111111 I IIIIIN 1111111 N III111111111�II1 �I 11 III°I „ IIIIIIIIIIIIIIIIIII 1111 Il'�� IIIIIII II ulllll IIIIII11 1 m a IIIIIIIIIIIIIIII wNw1uNI IIN„ IIIII lulmu Iglu ul 'RiIIII0IIIIIIIIIIINuuul' 11 III IIIW IIIu 111 I IIIIIIIII „ h IVIII„IIIIN' iu1 uII ilIilIlWlIl„ „hI 1l1 m„1„ lllllliiii i„1u1WI ,0110111111110 VIIuV I00.0111011 (lIlIIlIIIlIIIIlVIIIII„I 01 I1I�mIIllIl 10 I III„VII d'uIII1�uVIIII I'lil alIll„I„I„ II1IuI I1 I11 V„ IIIII III 01101111111111111 NN„„lllllVWIII „ IIl@Ill lIIIIY u11 „I„Itl 'I"III„II' II I �jl„ I1iuollliumI111V1IIIIII IIII1I11111111111111111111111 VNAIAIAIIAmIINVIlllllllul I'hIIIII NIAlAAAu'„ 'V„VVV1" u 'V„Vl1 oVwIVIIVIIIIIAuAAlo�ll VI VIaNuAA� �loi1111„ml ppIIIII„IIIIIIIIIVumIIu1o1uI11I1I11IIIVuV111I1IV„uVU1„i1VImm1m111111 i„Ilu''uVloolu„VIIIII1Vuu„V' I I IIIIIIII III IIuuIIIVIIIImdIV110011N IIII ppI„IIN u1111111111V1�mlud IIIIIII^IImN IlullMlllll� 1' 11m VIIIIII l ml„I� u 1111111111 Iu,1 II �y I _Ili I I°„11 lum11II uu �uu1 Ip uuu IN,I I�I tllm l IIu'1uI�uuu u „ I 00101111111111111111111111111100V1W�muuu llllllll IIIII Ii M++IIIIIIIIVIII„II IIuuuu„UIIIIIIIIII1 111111111111111111111111111111111 IO1111III llll111111111, „ Illu1 „ 1 II V11Ulll„VupV„o I m „III dud;l I 1 1III„Fl„ III'I'I1ulV 1 „ 1 , 1"IuuMIVuuuuuuuuummuuuu„„ JJ„'lUlHifi, 1 1 m „, ul„IIII ,,,�1 uuuuuuum uuVlll IIIIIIIIIIIIIII 11111Ip 11�11111111111111111111 IIIIIIIIIIII IIIIIIIIIIIII WIIIIIIIIIII Nuuul1111111111111111111111111 IVIIIullllllllllllllllllllllllllllllllllllllll ' II II °Iliiiiiiiiii°°°°1 ���NN 1 wuuuul�VllIIIIIIIIIIiiiiiiiiiiii iiiiiiiiiiiiii IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII uuumouuuuuuu IIIIII11111l 111111W1111o11111111111111111111111i000000000000000000l 11111111111111111111 , III�VIIJ a �um 1111111111111111111111111 UUUUUUI 1 I III SIN J� N°11 Ill111111111111111111 „im IIu „V 9 VII IIIIIIIIIIIIIII I I I I I luuuuuull III 11111111111111111111VII � 11111111111 00000000000,011 I„IIV„1„ „(IIVI '...........111111111111111,IIIIIIIIIVuu 'dw ,IIIIIII ulltl umII(IIlw I „' h'IIII „uuuuuuuuu�uuuuI„ IIuuu1 °U 100001000000001 rIVVIIIIII0111110 0 0 lUIIIIIIIII uul d ' 1PIu1111 11111111, 1111111111111111000 Uwi11vIIlWuulu 00011 mII0lllllllllllllllllliiiiilII ""N+I„uu„ ulll110,010vVllilIIIIIIIIIIl1111111W11 n uuuuuum 1 n IIuI 1 ,1 '„u III AU VN� 111 „II IIII'1111 IIII "' I „I„ml 111111111uulllllllllIIIIIIIIIII IIIIIII I I 1 N IIIIIII' IIIIIIIIIIN� a uum ' IIIV m mN )ullllll a IVUI( a mll .J� IIIIIIIIO�mI V„ ' II UIIIIIII IIIIIIII III IIIIIIIIIIIIIIIIIIIII u11u1„ 11d11 1„1 huullllllllll I IN ' 1 IIIII NIW u„„„„IIIIIIIIIIIIV uII 0„1„1„ „II„ V IIII 11 0INIIU„„„ IIIP°1 IIII 01 m„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„uu„uV„„„„„„„„ „„„ IIII m u 1 uuuuuuuuuuuuuuuu uuuuuuumuuuuu°°uuu uuuuum„IIIIII IIVI((( uum„ I°°°°III�iilllllllllllllllllllllllllliilllllllVmuum ,11111iiii „lIIIIl IIIII M1 11,11 1 mull Illullilu I IVI II I VI III m III y V� 1 ° III IIIIIVu'VVuu IIu 1 11 IIN IIII ll IIII I 1 00001100000000111111111111111111111111111111111011000110000011I II 1 MI I I l V''„„iumV I I°III „'IVVI 11IIIIIIIIII I"' 1h III IIIIIIIVIII� IIII 1 ml IIIV 1 I MIIII„„1111� I IIII fl VII IIII IIII °°°°°U uuuuuVllllll111111 IIIIIIIIIII IVI IIII00,00000 idol II11„ill) 11111111111111111111111111111111111111111 lllllll U' duuV„m1 Illllllllll0lllVlIIIIIIIIII�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiuiiiiiiiuuuu pp I Nuuuuuuuumum II 1 lum mlllllllll IIiiNilllllll IIIIIIIIIIII uuuiiiilil�ll ' N" � NMI to �II uuuuu) II 111111111111111111111111111111111111111111111111111111 (IIIN IIIIVUVIV,V,Vllllllllll IIIIIIIIIIIIIIIIIII I IIIIIIII , IIII' ul�Ulll I N„„uum uuuuuu) NIM II III 1 uuumal� IIIII � IIIIIIIIIIIIIIIIIIIIIIIIIIIII( IIIIIIINIIIIIIII �� uuuuuuuuuuuuuuuuuuuuuu II ul u Illlllllllllllllllllllllldll ,� NIIIIIIIIII 11�II�111 I II IIIIII IIIIIII IIIIIIIIIIIIII 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 001000lul 111111111111111111111111111111111111111 111111111111111,000 1 iiiiiiiiiiiiiiiii111111 �In I Iwwl 000IIIIII 000H000000m uuuumu„m m u IIIIIIII IIIuuuuu IIIIII INIIIIIIIIIII fIllllp hUl IIIIIIIImu�IIIIIIIIIIIIIIII IIIIIIIIIIII 11111 IIII a Iuuuullum l u m "N IVu uuu wVllllllllllllllllllll1y ""W 111, IIIIIII IIIIIIIIIIIWI IIIIIII 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 II II I IVVI IIIIIIII W �� II I d "� ° V uum)1� 0000000001111101000 muu111 p oIIIo0IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IliiiiiiiNllllllllll IWIIIIIIIIIIIIIIIIIIIII II lh umlmm� WIC ��I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIWuW IWIIIIW Ill �lll I Y 1I1iiliiiiiil�111N' 111111111, III 9111111 pp pp ii�W MIIIIIIIIIIIIIII II „, „„1 IIIIIIIII��111 muuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuUllm Ills NNuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuul I III II II II uuuuuuuuuum IIIIIIIIIII IIIII M U I„um IIII IIIIIIIIIIIIIIII'IIIIII„IIIIIII IIIIIIIIIIIIIIII NIIII 1 I1I � 111111111111111111 11111Vu VI„uumI� I „„IIII 1 uuuuuuuumuuuu IIII uuuuuuuum ml I 1 u u IIII111111111 I u SI f 14 m III„ I �IIIIIIIVu I„ 00100000001 I^IIIIIIulllluuuuuuuuuuuuul IluululuIIIIIll NN v"11101001111 1 1111 ,110011111111 11111111 V11 1 1,1 111�„'„ 11 1111111111111111111111 11 IVIIIIIVI u 11111 R 0 1 'I „ 1 � ' m , 1001111, 1111111111111101111 II III 1lI 1 IIIIIIIIIIIoVlll„ 11 J 1 f l 00011 VI uI I J q 1 1 rv „ ' rv I m 11I1 P II I 1 m tltltl „ N I , I I 11111111,11111001111111 IpINlI1!!! I " I„II du uu � P MIuII° II�II II NVI I I I l� ls u u P u l I „I II I II I I II I II I U I II I u 111V1libo m' 1 VIli1mIIIhlpu„lu IlI1 „u1 1uIIVmm11V11O1u1u11u1u1u1u1u'm 011111111111111111111111 IIII uuu11111111 111011 II u IIIIIIIIIIIIIIIII„„„„„„„ 1 4u 1 A'M IIII„„„ N0 IIIIIIIU IWIIIIIIIIIIU�1,uuu1WuuuW11IIIIIuI) IIIIII„Illllu 1111111111111111 IIIIIII �I0 IIIII UIIIIIII IIIIIIIIIII lull I �11 I 11 I � 1111II1NI Wl III IIIIIIIIII IIII uuuuuuuuuuu V I u uul� � NNNNNNNNWII „„liNmuuumiiiil„ 11101111 IIII �luuu iuuumilVlylluVVlVllllII mpu�100111101 uumlWlll IIIIIV �1V11111I1mm VVV '� III r I U Uiiillllllll Vuuuuuuu bl uiiiouuuuuu\IIVI(((IIIIIIIIIIIIIIIIIIiiiilliiVuu°„'IIIIII luuiMu „ � 1 IIIIIIIIII "' IIIIIVI( 11 � uMWIM�ouuuuuuulluullluuum„„„III II IIIIIIIIIIIIIII WXI , NWN IIIIIVuullulluu I V 1 ,11 „q II Iuumuull „m lI r N1„ N I I „fm uo IIIIIIIIIIIIIIIIIIII IIIIII „I uum „VN'UI uuuuuuuuuuuuVuul VA„ IIV I„ II 11 ul IIII II l' uuu I I „IIIV 11„„„„„1 hull(% N �IWI W IIII I I1 � IIIIIII„I„„IIIIIIII„ I„ „ uum l 1 V dulN1 mlll'IIIVIIIV 1„„„„„„„„„„„„IIII N' Ilu'llll„„" I V11dYn1p11IIIII „„ I 1m11 „'IIIV„W mN111VV a uum I I V NUIIIIII 11Vmd l 9MN�WIw u �/ IIIIIIW�NIIII0 I ul uuuuu um 'ou ul m IIIIIIIIII "Illlllu III W IIIIIIIIIIIII 1 I IIIIIIIIIN II „ � V d 411 Wm „ 111^I�VWV IIIIIIIIII uuuu)„IIV M uuuu m mlllll I1wW 101 1 111IIIIII IIIIII II� "uum III IIIIIII „11I 411 IIII „IIIIVV„' I plll 11 VII i1 'III 11,000 IIII 1m1uu111illllll11111111111111 III I�111 1 " Ii11111 " d dlul�lllllll „ uj°III' �mWl„1 + 1 „ II ul II a III um1 uuu„ .IVVI(' Ill III ldlw u um 1111 1 1 IIIII II MImI d UIIIIIII ry n I „11 I�11h„1 IIIIIIIIIIIIIIIII���I hu'1lu " I Illutlllllllliu IIII„„uuuuu u uuuuuuuuu°ulllluiiiiiuu uulllm "IIIIIIIIIIIIIWIV IIIIIIIIIIIIIIIIIIIIIIIIIW IIIIII IIIIIII IIIINN11111o1;11 I1„I "' uuuuuuuuuuuUl ' II 01111111 IIIIII uIINi^lull IIV, II luulllIIlllll I �IN' III/�'uliuuuulNIIV�VuIl4l m m 1 IIIIII IIuI IM )�% IIIIII II1 °' „I„„llulV 1u UI@o � � 1 100011011III„II 9I uIIIIIIIIIIIIIIIIM III1� , IIIIIII I „„IIII„„„„IIIIIIIIIIIIIIIIIIII 11 ry IIu � IIIII III I IIIIIIIIIII �dt IIIIIIIIIIIIIIIIII u„IIIIIII �� III IIIII IIIIII IIIIIIII uuuu „e V' „ II NIN IIII° IIII IIIWIIIIIII ��' IIII IIIII III �I1111a IIIIII i11V� IIIII mull�lll III°III IIII�N�W IIII„ IIII IIIIII uYIU„I i gpVVWum6 III Nu l Nm l „ 1 m „ 1 Po1 IuuuuuuulII u II II ' lu„ „ ^ V 11 IIuI '' 1„'uuum Vuul IIIVuVUIIV„„ uuuluuuul I�qq 1„III III „ lI 11 ^Ill 1 I IIIIIII IV ,��1 0„ IIII„I„ „ouU'i1""' Nrylumuuuuuu� ' 1 IIIII IIII@uuuu) � ltll' I (100001 w uuwm uluumuu„ mums II 011 d��4' 1 ...., W INWIIililiuiilul / / IIIII0.0 IIIIIIII �iglu I„I IIIII „N„ /Oi Illlllllll��lll" u �ir hm1111111111111 0111 N 01' ;veil I 1 111I Iwpll 1„ 1111m1„I „ u„ 1' IIII IIINuV'PIIIV „jp„V „ 1„V„IIVI 'IIIi„„I Illq IIIIII "„ 10 IIIIIII „ (NIIII„ I III 1„(lulu I I „NWII1111 1 IwIIIV 1 u IIIIIIII pd u' NII11001 IIII/ IIII II VV1 1 V„ 1 I1 lup„upIIV1111III1 II '� PI I � ullllllll „1„011,011 upl01uuuV11111II11 IIuIV1111 „ 1„ llp utllVlll a 'IIII„II„„I I„ ill "Ill Ihu„„' ���IIII�"IIII0000 d VIIIuIII '114hI1 � III I 'Iu a III Vl m'911�� uIIUIIIVuIIN IIII IIIIIIII Vmumu II m uum uuu „ 1 IIIu„ „ u„„ I I I I IIII a l Itl 1 'lI I I„IIII NN � l um I l p III II 1 4 1 muuuuu uuuum IIII 10111111111111111111111110010011,00 „ 11 uuu '„1' IV'l II 1„„II„II IIIIII „ J/ IIIlllllllllllllllllu° UIIIIII1� VlgllllllVII . 1 .('IIII Illllu IIIIII . IIIu IN„n�i11m WUU� IIVI(( 1�d umm N NW N IIIIIIIIIIIIIiiuuuII11111 VdX III „r ri m / IIIIIIIIIIIIIIIIIIIIIIII IIu // u / A m II IIIIII d�rl u1 liiilullll VlViil ! !w uuulllllllll1�W1111i11 „i IIN Ilil�� � 1 1 I IIII I lgnuul 11 6jNNo1„XIIm11IN1 V„Iuwlll u'w U III 11,11ili),11 I uuuuuluWNUUUI Il1'1 WNI1�1I m„ i111111iW1W1V,III�IIVVIIIIIIIIIIIIII IW IN����UA'A' I uuuuu uIW1W� 11 IIIIIIIIIIIII I �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIumII' I 11111111111111111111 IM INuum IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIuuI u uuum1uU11M11llllllllllllllllllll m IIII VIIIIII 1 �1111uu NI IIIIIIIIIII luuuuuuuuuul uuu11111Vuuum IIII IWNWIWIW'WIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIINNN II I u W uuuum IN ull (uuuuuu 11,00000000 11IIIIIVuullllllllll IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII � IIII )uuuuuuu Ud„„ n 11 uuuuuuuuuu„Iu^ III Illllllllluum„ IIIIIIIIIIIIIIII u III IIII II IIIIIIIIIIIIIIIIINIIIIII III IIIIIIII VIIIIII U Ill 1 ))loll ullllllllll II 1 IIIu ...,ullllll L 111 uNNI MNM„NIM„M„MINNINM'A'A'A'MIN 111111111111111 ul IIII„„ IY III 11„II pul„„ II„11„ (VII III N 1 ulml NIN „ IIIu11IIlIIu IIII IN I I N II IN ��III 1 II II NI wlwwlWwlNlll ��� III IIIIII„„„1 IIII l�„Ill „II° „ 1 IIIIIIIIIIII 1 „lI ll NVum� V 11111111111 llllll�lw IIullllllllll�lllllllllllllllllllllllllllll I """"' uuuIIllllIIll p � w „IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I IIIIIIu 1111111111NM�II111„� IIIIIIIIIIIIII Ill) IOU„„l�lVlllllllllIIIIII I 1 IIuI uuuuuuuul1111111111111191IIIIIIIIIIIIIIIIIIIIIIIUI VuV„1 IIIu NIIIIIIII IY NIW NIWIWW�WUImIIIIIIIIIN Illlllllllllllllllllllullll�I^I 1 uulll IIII uuIINIIIIIIIm1IIVII IIII u�Nlllllllllllll III IIIV. u N muuuu 1 IIIIIIIIIIIIIIIIIIIIIIIIIII u V I IIIIIIIIIIIIIIIIIII IIuI„ 1 WNWWMNWWIIuI m uIIIIV U IIIIIIIIIIIIIIIIIIII uuu) u„ � luullmmulll 111 ll l �'IN � �1W1N1A'WW1N'NW1N'NMN LIVID m V IIIIII I I 1 V u„ IIII um„uuuum uumuumum uuuuuuu UIIIIIII lu u III IIIIII NIIIIIIIIIIII IIII V o„u 111111111Ilu11„VI' �iIIIIIIIIIIIIII111111111111111111111111111111111 V °°°°°°°ii„ uuu IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' IIIIIII lumen ,III „11 / Vm1 III m /% I uuu uum /1 ul / r I r 1 II IIIIIIIIIIIII IIIIIVVIIIIII I11M1VV1� MIMIMIMA'MM'MM / uuuuuuuuuuuuuuuuuuuuuum / II IIIIIII W�VV 1„NI6ulluuuuuuuluuuuuuuuuuluu // mmNVVII r / / a �p �I� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII o III p III IIIIIIIIIIIII�N oI IIIIIIIIIIIII��IIIIIIIIII IIIII IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIII III / IMI IIIIIIIIIIII uuuuuuuuuuul I (IIIIIIIIIIIIIIIIIIIIII IIIIIIN�� 111111111 ii III IIIIIII uuu) I uuu uuuu�NII11111111111111WWnllllllllllllllllllllll I / %r uuuuu I / PIWV / , � llIVVINI u II I 11„ r )uuuuu II II 111 III II um IIu II uld II IIII III III I' 110U'IIIIV I III IIIIIIIIII„ I IIII ' IIII'(' IIII Mull „ III I IV 11 uudluuuu "I IIII Vuuuutl„dl„uII II14000000000011 'I„ Iluuuuuo III IIII III Ill IY IIII„ dI' II I II IIII llljj11 IIIIIIiiIIIIIU1111uumlllllh 11 I 11" 111 a IIIII,MVI...11lllllluluuu ulm uu""""1uoVl 11111101011110101010111 u 1„„'uINN'I��1MIII uuuuu IIIIII „„,„,u„p„ I1„I11III„„„ ' „IIIIII 'IIII„ 1 ��. .I.... m III II I IJ II11 uuuuuuVUVU" uum uuuIIIIIIluIIII 1111111' I ^ mullmm m wen VII I„ 1 men 9„„'I I I I „d�Wu„ UI' „wlll IIWo W"11I I'II��VupuuuuuuuuuuqumlluN��ll�llllllllllllil VllliliVlllllllllllil IIIIIINI lu �„11 1IgV11 um I III Ill 1 ulVluu�m„1 q 1 11 ' r �IU Uu1111ii11 „1„ 1 I I„III uuuu�Mll N 1"I�Vuu ' � '' No UII 1 v�l� 16111111IN'IW l lm V III 1000011, u IIIIIIINVIll IIIIIIIIIIIIIIINN r W iii IIh q WV �" pI11111uwN II' M01 a IIIIIIIIIIIIII m 11111111111muuum�IVVI a �III1Vm NN „ " „lllllll� 1 um0 i II IIIIII IIIII V III V ( I II IVIIIu111I u ' II' ll uuuV" IIV M„ 1 4 IVIIIIIIII V III 1 vll 11 „r 1 1 uuuuuuu „IIII„ 1 1 III uwl ' 1„1 VI III II Im�alll 14 i1„ I I I I@ IIIII muu IIII I Il 1 uuil0l 11m1 Vu'N I I III I I I III IYI M 1„ 1 IIulo„hl MI u 1 u I Ill) �u, I III I II IIIIIII N mIV u� m IIuI IIIII II y I1UImI' I1 f'� I 'I mm'u"uIN II611111u I , ' l III l�l M �MN V N pulll� IIhMNI Iw III I I I I P I „ uII uuiilliV°°I HIIIIIIII W „ II""mlllVlllllll 1 � IIIIII � III wll I II 11 11111111 1 I I r IIuI u„ II „„„„„„„„„„„„„„„ III 'I � I I' m 11 u 1 II I uuuuuuumV I I II I °1 I I IIu uuuuuulllluuu 1 upf "I 1 W I 11 as IIW �„ IW k' V°' ' IIII 4 III OIII I � ry II 11 I W�aIUlluo MI „IIII �uuulVl 100111111 „ m1 d u I� wy II' IIIII II I o � u„ 1 III mII„VuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII „ f 1 m mu �� 1 r u „ IIIIII m ( II u l m „ uNw 1 ll ullllll IVI WI / „ IIII WVVWm I / lu 1 Y ulllll IIIIIIIIIII I U III Illmlll u 11 MIMINWIIIIIIIIIIIII IIIIIII�IWIIIu IU�U II 1 „� Irmllouulw „ u 1 1 IIII III IIII 11„I 1„ 1 umoullllllVuuuumull I I 1 I I I II „ IIIII III IIIIIII IIII III 1 'lllluuuuuul IIIIIIIIIIII IIII 1 Vuuu1111111„„„„„„uuuuuuuuuuiiii IIlil IIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIu I II dI„I„ IIIII„„ml Ill Ih„ u o I m 1 uuuuuuu) uu) u m I1I11„N 00N IIIIIII II I 0,01IIIII1111111111111 „lllllllu 00„MI1111111 UV 1 � 1 lu (IIIIIIII a II Iplllj1° II' �W IIVI IVI luuiliWu°°'I i "VIN ,„„���� .� _ aI IIu„I1VI1pi°1°'ll 1 I 1 IIII a m 111111111111111111111011111111111111111111111111111111111111111111111110 i I uum 111 ' „11VIuum uuu IIIIIIIIIII IVIVI Ilrllllllllll mIII IIII N IIIIII 'll 11 N „ m um 106 lillllllllllllN11men1II W1 III II IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIWIW 101111,11111111111111,11,1100 IIIIIIII 119g IIIV 1111 11111111 IIIIIIIIII "" „IVUVV muulV 1111u111111111NNIIIIIIIIIVllu1111l 11111111111111 111111110,000111111001001000000000100000000011101 my11uuuumu mIINNVmI1Ii1 IuuluN�u�u�l �I�I�I1'�I IIII llll 1,l�N 111 II I 1 WIVI \o! VIII III 11111 111111,1111111 66 1.1101.0111,01 „lum I IIIII uw )lull 000#1018000 II III 11010001 ul IN 110000000 w U IIII 10101 111 IIIIII IVI „ „IIIIIII IIII IIuI I"� u�Nl "� Wuuu 111„ i1111111111111111111Jlllllllln IN�JjJ �" 1 IIIII 11 „IIII (IIIIIIIIIIII �„ 1NI �1Im IIIIIIIIIIIIIIII„ ;IIIIII Ir� Iluum lMl a „„I 111111111111 killlllhul m01 uuuuu) uuuuMllllllll IINIIIII„l il„i„ I ' l 'V"'VIIV I Illmluuu I l U u �IuIII 11 11 11111111111IIII „„„„„11111111 11111,111d„1 1 1111111111111 I 1 11II 1 I 111111 tlI1I1111111„111V111111111 III lull) uql p IIII uIi „I'II I1IIIIIIIIlII muIIuI uIIuI' I I1pI uuqIuIlI1Vu1lP„u lIuIduV�„ lIuI IIluII'mlllI III) Ilul I„UIII„II I iV„Iu ll tlulI „lluI'�� l11ll, ullhIIIl1i lllll IIIIIIVII IuIII I"IIIII IIIIIIIu { IIIIIIuIIIVIu11Iu IVumuml'l„ llwII wlIull IIII VIIuI 1I11 I1I1u I uYI+ 11 IIII1 II1I' 1uIII'I1 II I II )IIIIuMIIIIuIIIIIumIIIuI I I II Iul1 NlwII II III IIIII �UuuWI uN mI 1 lllIuuuullllll IIIIWI 11,11111111, olIl' II. VV„"II" luV) 1 111111111 11 lll0llIIVmIIII1I)) muIuWl„ I11IIIIIII11001,101101000000 ' II IIIIIII I III oil uI�llI I IiilIIII„ 1 1 udlluuu1lllIIl uuuuuu huII U III WIImuullllIIIIIIII IIIImIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII1111V„)IIIu„ „I III'VI„pI„Il 1 lu„'uIglIlllllwl„u1uduullIIIlm )IIllillu1llllll"„lllllma 11111111111111111111111111111111111111111111111111111111010101IIIIIIIIIIII 1 I IIIIIIIIIII INIIIIIIIIIIIIIIIIIIII� I 111111„„„„„„uuu 111 „11111„ uNI v ,11WII01 UIII(1 IIIIIIII IIIIIII I IIIIIIIiIIuuuuumIIO h VI 1 IIVuuVp'I iIl I 1 llD I J I NIJ � 1 ml IIu),( rrf IIIIII Im 11 I I, I NIIII III IIIIIIII III1191 IIIIIIp I I I MII9III110IIu 8 Vu111 u 11N'i NVU0ou 110.IIWu„1 UI uuuulullu Ip111 11111111 wwW III (IIIIIIIIIII IIIIIIIVI„„„„„„„ I Vllll„„„„„111111 4N,v11111 1 II IIIIIIII III 1 III IIIII fIIIII� ,11 111111111111 1,111 V um V 3I IIIIIIIIIIII II I IkIIIIIIIIIIIIIIIIIII 1„„„„„UUUU11111 uuumulll IIIII IIIIIIII IImV I V11�IV111111 mmm 11 IIIh1 III IIWI I NIUI I Il IIIII IN( IIl1111jii111u1111 111111111111111 'IIII I 1111111111 uuol „ H'HWIIIIIIIIIIIIIIIII 11„I IIIuII�NI NI° IiiiIIII I I IUIlllllll IIII IIIu u1 " oiilUry UIII IIIIIIIIIIp,�IIII N WWN„NW„WWNNIN� 1111111111�IIIIIII UIIIIIII IIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111111111111111111111111111111,11,111111111111111111111, uuu I �VIIu°u UIII IIIIII„„m1„111 „„„„II11 IIII 11' IIJIMI ml Im uuu I ulllllllw'pI IIIIIIIIII' i„ �II u1uuu°"° °mwlm„Iu „IlI1Cl'll)NIN�'1�1yIa1 uIIIII �u�"I 1 "I,„V�VI I1u, 1I �l��' !ulIlllNl IIIu„Iu„l „I„l1Ij1Il1„m„lI omu„ uuV m1„I m11ud111N1NIuI11 I 1II1IIIIIlI1l1 II1„I I„IuIIIIuII°1IuIIIN1IdIII1IIImI�I„III „ IIVI IIIl IIIIIlIIlI „ II„ IIIlIIIlI lMIl lIlsIIIlII„Y„III lI„II IlI'I IIIl u1 "u' 1I„I 1IIIIlI„II 11I1 IIlI�lI„I1I IlI IIIlII IIlIIIIIllIINI„uIIIIlI IlI1 lI1Iu hlIIII II l 1I1mNI uu1 I 1 I WllII 1lIl I„uI Ihh'I„I mIlu)Il IIl„ l IuIlII 111111111111111110011111111111 YlI IIuIIllmIl1w uI ul II II ' II' 'ui1„Nm lulIII I11111111111111111111 1111111111 oHool000llool000 II111NNNN01I1111lIli1li„liuI°ulIuIulIlIu�°)l1uII�1uu�1uI1'1lI1u'1(1u�II1u�I1lu1lI1lu1lI1lu1lI1luII1l1uuI1I1uu'�1uu�1lud ����II'IINIII1'I�IlINYWIIl„ i;iI11Il„„IIlIlIIluIlIlIlIlmIlIlIIIIpIIIIIIlIIIIIVlIII1I1IIIIuI(l1u1lI mll11IIo11111111111IIIII� II 000,0 IuujIWIIINIIIIIIIIIIIN� 0000110000110000111111 Ill' leIIII001 I a 11II11uIII0111111lllllllI 1010 0,, IV Ilullllllll°i III IIIUI11111410 IIuI IIu I 101 IIII611pp�qu1 � IIII a 11 111111111111 11 uuuuu1111111 ull011111 DI 0� 1111111 J NI 1 uul'1 N 00 0 11 • rl ■ "L' 0 V / E n� W 0 L` W V 0 Page 72of617 W 0 U w 0 Ali logo INd OZ03/1,£/l. INd L9:L1:17 OZ03/1.£/1. 6000011011101 P18880SPN.P.0.1. It WIWI" lAl cl 179 1: 17 0 Z 0 3/ 1, CI 1. Ns% 1 01' 'ffffffffffffff' „'fffff/ ,,,,i‘llf11111111111111111„/„„.,' / fff/ I, , fl, ffff,, ,,ff'ff flf ,ffff' rf/ 11 fl, r/ff , rflIfff' I, 4/ ,,ff'ffff' • se'r 0ff"' / / I, fl, ,,fffffffffffffffff' , , flIfffffffffffffffffffffffffffff/ I, ,Ifffff/ I,' fl, , ,fffffffff/ ,,' , , , , , ff, , ff, , I, fl, / dff" ,1141,11, fff, ,fff, 41111,111,,, JJ/ ffffffff, fffff,/ ffff/ fr/ fffff/ fff/ ff, fff, fff, ffff,/ / 0,000, t;'513 fffffff,ffffffff,„ Anal111111111111011, lAlcl 9C:61:17 OZ03/1•C/1. w 0 0 ,1,110.4 Off. CD 1111,1111,11111,11111111111111,111111 (") CO 00 LC) -,O 0 E cD or) 00 co L-r) I o a_ 0: 0 >- 1— —1 L.0 a c.n O ,— ,L0 co 10 ee-,- E 0 > 0-) 1.0 CNI II co 4^ |NV|N=753.52< a hid LO:OZ:17 OZ03/1•En Canterbury RV Park Mark Erickson General Information Canterbury Park has a licensed, 20 site RV Park with 2 locations. 8 RV sites are located inside our parameter fence across from the Vehicle Shop. 12 RV's are located outside our parameter fence along the north property line. January 29, 2020 City of Shakopee is rebuilding Barenscheer Blvd this summer. The new road will run from Shenandoah Drive east, connecting to CR83 at Valley Industrial Drive. The road will be renamed Unbridled Av. Canterbury's North 12 site RV Park will need to be relocated to make room for Unbridled Av. We would like to relocate the RV Park to the fence line, NW of the vehicle shop and would like to install an 18 sites and 2 additional sites to the 8 site park inside the fence. See the attached drawing of the old and new RV Park Locations. Additionally we would like to tie all RV sites into city sewer service. They are currently serviced by a portable sewer wagon, RV dump station and City sewer system. Water service would continue to be connected to SPU system, with all necessary backflow protections. The RV Park will be built to MDH RV Park construction guide lines including the following: There will be a minimum of 10 feet of open space between the sides of adjacent RCV. Minimum site size will be 2000 sq. ft. The RCV will be located a minimum of 10 feet from the property lines. A 10 mph speed sign will be posted. Garbage dumpsters will be provided and emptied weekly. Pets must be leashed or kenneled. The site will be mowed and kept clean. The caretaker is Canterbury Park Stable Security with Grandstand Security as the backup. Both are onsite 24/7 and phone numbers will be posted. Occupancy will be mainly employees and horsemen employed at Canterbury Park. They work in the stable area and have additional access to bath room and shower facilities in the stable area also. Page 78 of 617 Some occupancy will occur during fall and spring Special Events like the Craftshow. Occupancy would be allowed from April through November. Water system All domestic water is supplied by Shakopee Public Utilities The sites have SPU potable water connection coming from the Vehicle Shop water meter with a RPZ backflow preventer tested yearly and rebuilt as needed. The water supply lines are 1 1/4 inch with % riser, hose bib and backflow preventer. We will make sure tenants use potable water hose, not garden hose. All water lines will be blown out at the end of the season. Sewer system. Currently RV's utilize their self-contained holding tanks and a portable "Honey Wagon" collects and dumps their sewage in the RV dump station. We would like to eliminate this service by providing direct sewer connection to the existing sewer system.- Eliminating the need for honey wagon sewer service. Sewer line pitch will be 1/8 per foot. Clean outs will be provided. All open/unused sewer connections will be capped to prevent water infiltration. Electrical There is 1 existing 200 amp service for the RV park inside the fence. The existing 200 amp service outside the fence where Unbridled Drive is being built will be moved to the new RV park location. A third 200amp service will be added outside the fence, for the new RV Park. All sites will have 50 amp 120/208 volt electrical services. All electrical wiring will be inspected. Page 79 of 617 City of Shakopee Memorandum TO: Mark Noble, Senior Planner FROM: Micah Heckman, Project Engineer SUBJECT: Conditional Use Permit (Canterbury RV Park) — Interim Use PID NO.: 27-4760010 CASE NO.: SH099734 DATE: February 26, 2020 The application indicates a request for a conditional use permit (interim use) to allow for temporary recreational vehicle (RV) housing from April to November. The engineering department has completed its review and offers the following comments at this time for the applicant and for the planning department: 1. Install a new sanitary sewer meter downstream of EX-SSMH-100 to allow for sanitary sewer billing for the new connections. The existing sanitary dump station must be removed following construction of the new sanitary system. 2. Obtain approval of a storm water management plan for the proposed development prior to any land disturbing activities. 3. A grading permit is required prior to any land disturbing activities. 4. Submit a revised turning movement diagram that shows a Shakopee fire truck traversing the site. 5. Provide the city a copy of all applicable permits/approvals, including, but not limited to the following: • Minnesota Department of Health • Shakopee Public Utilities • Met Council • Any other required • Minnesota Pollution Control Agency (NPDES) 6. Submit a recorded copy of a Utility Facilities Easement Agreement for the proposed development. 7. Approval of the CUP does not constitute approval of the submitted plans. Recommendation The Public Works Department recommends approval of the application subject to the conditions above being addressed/completed by the applicant. C:AProgram Files(x86)\neevia.com\docConverterPro\ temp \NVDC\9A56B3D1-FF7B-4D71-A1A8- F7CBA5012609\Shakopee.5151.1.Engineering_Comments_Canterbury_RV_Park 022620.docx Page 80 of 617 iii SHAKOPEE PUBLIC UTILITIES "Lighting the Way — Yesterday Today and eyond" MEMORANDUM TO: Shakopee Community Development Department FROM: Joseph D. Adams, Planning and Engineering Director SUBJECT: STAFF REVIEW RECORD COMMENTS for: CUP — Canterbury Park RV Park CASE NO: SH-099734 DATE: 2/1 0/2020 COMMENTS: Municipal water service is available subject to our standard terms and conditions. These include, but are not limited to: installing a lateral water main distribution system in accordance with utility policy, paying the associated inspections costs, granting any necessary easements, paying the Trunk Water Charge, and paying the Water Capacity Charge. Applicant should contact Shakopee Public Utilities directly for specific requirements relating to their project. Note: Electric service is provided by Canterbury Park's privately owned electrical system. Should Canterbury Park require an additional electric service(s) for the RVs, electric service is available per SPUC standard terms and conditions for electric service. 1111111111111111111WWWMINIIIIIIINIMMUMMINNIMMMINIONNIMINIIIMMONMINNIIIMINNINUIIIINNWINNNNIMIIIIIIIMMININNNIIIIIIIIIMINIMINININNIIIMINIMOMMUMMANUMMINNUMNIMINNNIMINNNIMMONNNINIIMMMINUMINIIMMININIIIIIMORMOMINIMINIIIIIIMINNIMMINOWWWWWOMOMMMIIMINIMIMIN111111111111111011101111.11111111111111111111111111111111111111111111MMONOMMINIMMWOMMIMMONIIIMINIMMWMINIMINIMMININIMINIMMOMMONOMMINIMIUMMINININIMINIIMMMINININININIIIMONMMININNOM Post Office lox 470 255 Saran:11 Street Shakopee, Minnesota 553790470 (952) 445-1)88 Fax 445-.7'767 • wwwspitcweb.corn Reliable Public Power Provider Page 81 of 617 zo. uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuumi, FIRE DEPARTMENT Shakopee Ladder 1 Other Useful Apparatus Data Width Undercarriage Clearance Maximum Gross Weight Shakopee Ladder 2 Other Useful Apparatus Data APPARATUS SPECIFICATIONS AKOPEE FIRE 101 inches 10 inches 75,500 pounds Width 100 inches Undercarriage Clearance 10 inches Maximum Gross Weight 85,800 pounds Date: 09/01/2018 Page 1/1 Apparatus Specifications.doc COMMUNITYPRIDESINCE 1857 Fire Department 270 ViierDng Driive E. Shakopee MN .5,5379 Phone: 952-233-9.570 Fax: 952-233-38.5'7 www.ShaIlkopeelMN.gov Page 83 of 617 *4.D.3. Shakopee City Council March 17, 2020 FROM: Michael Kerski, Director, Planning and Development TO: Mayor and Council Members Subject: Jackson Township AUAR (Alternative Urban Areawide Review) Policy/Action Requested: Approve Resolution No. R2020-36 authorizing the adoption of the Alternative Urban Areawide Review (AUAR) for Jackson Township. Recommendation: Approve Resolution No. R2020-36 Discussion: The AUAR study area is approximately 2,889 acres located to the west and south of the existing city of Shakopee limits. The AUAR study area includes a range of existing uses from underdeveloped open space, recreational uses, farmland to commercial uses. The Shakopee AUAR was undertaken at the suggestion of the Metropolitan Council (and partially supported by a grant from the Scott County CDA) after its initial review on Envision Shakopee - the 2040 Comprehensive Plan. The Plan calls for substantial expansion in the westerly portion of the city, including future annexation of large portions of the current Jackson Township. The city entered into an Orderly Annexation Agreement in 2018 that allows for annexation of much of the Township except for several existing subdivisions that would wait until after 2050. The AUAR was prepared to provide a complete understanding of the cumulative impacts of the planned development in seven growth areas. The AUAR reviewed two growth scenarios in compliance with the AUAR process. The first scenario evaluated the impacts under the previous 2030 Comprehensive Plan and the second scenario includes a full build scenario of the future land uses proposed in the 2040 Comprehensive Plan update. The AUAR assumed full build of each scenario. The overall impact numbers are higher than those shown in the 2030 or 2040 Plans since they anticipate Page 84 of 617 a full build, whenever that might occur. The timing for any scenario is driven by the private sector development that is driven by the market and developer/property owner interest. A full build out of the area is anticipated to occur after 2040. The AUAR evaluated the ability to deliver potable water and sewer service to the area since many of the existing parcels are served by private wells and septic systems. Shakopee Public Utilities has already begun construction on future infrastructure necessary to deliver water to this area with construction of a large water tank adjacent to Windermere. The city of Shakopee is currently completing a design study to deliver the first portion of sanitary sewer to the area through Windermere and potential lift station locations. The AUAR also evaluated traffic conditions under a full build scenario and compared what would be needed under the 2040 Plan versus full build. A number of improvements were noted to already be under consideration by the city. Also, many of the infrastructure improvements would be completed as development occurs in cooperation with the private development. Stormwater was also evaluated since there would be inevitable impacts to stormwater runoff and volumes resulting from increased impervious surface within the AUAR study area. There will need to be new ponds and storage in the area along with conveyances to the regional systems. Engineering is currently evaluating the first area of stormwater impacts. Many agencies including Scott County and Jackson Township were provided opportunities for input during the draft period. During the final ten day comment period, the only response was from the attorney for Jackson Township. The Township is largely objecting to the AUAR since they are under the impression that densities should be lower than required in Met Council and city -adopted 2040 Comprehensive Plan. Budget Impact: ATTACHMENTS: D AUAR Part 1 D AUAR Exhibit A D AUAR Exhibit B D AUAR Exhibit C D AUAR Exhibit D Page 85 of 617 D AUAR Exhibit E D AUAR Traffic Study D AUAR Appendix D Resolution Page 86 of 617 11 E Hill Atrr P' 4111d(( February 2020 Prepared For: City of Shakopee nu I I I I NH II Page 87 of 617 Table of Contents i List of Tables iii List of Figures iv List of Attachments iv Introduction 1 1. Project Title: 1 2. Proposer• 1 3. Responsible Government Unit (RGU): 1 4. Reason for EAW Preparation: 2 5. Project Location: 2 6. Project Description: 2 No Build (Shakopee 2030 Comprehensive Plan and Scott County 2030 Comprehensive Plan) Scenario 2 Build (Shakopee 2040 Plan) Scenario 3 Future Considerations 5 Project Magnitude Data 6 7. Cover Types: 7 8. Permits and Approvals Required: 8 9. Land Use• 9 Study Area Zoning 11 Future Considerations 12 Prime or Unique Farmlands 12 Designated Parks, Recreation Areas, or Trails 12 10. Geology, Soils and Topography/Landforms: 13 Bedrock 13 Geologic Hazards 13 Soil Conditions 13 11. Water Resources: 16 Surface Water 16 Ground Water 17 Wastewater 17 Jackson Township Annexation Area Alternative Urban Areawide Review i February 2020 Page 88 of 617 Stormwater 19 Water Appropriation 20 Surface Waters 22 12. Contamination/Hazardous Materials/Wastes: 23 Contaminated Properties 23 Solid Waste 27 13. Fish, Wildlife, Plant Communities, and Sensitive Ecological Resources (rare features): 28 State Listed Threatened and Endangered Species 29 Federally Listed Threatened and Endangered Species 30 Minnesota Biological Survey Sites of Biodiversity Significance 30 Native Plant Communities 31 14. Historic Properties: 32 15. Visual: 34 16. Air: 35 Dust and Odors 36 17. Noise: 36 Construction Noise 36 Traffic -Related Noise 36 18. Transportation: 37 Existing Roadway System 38 Existing Conditions 38 2040 Comprehensive Plan Analysis 39 Future Max Build Scenario 41 Comparison of the 2040 Comprehensive Plan and Max Build Scenarios 42 Future Considerations 44 19. Impact on Infrastructure and Public Services: 45 Roadways• 45 Storm Sewer: 45 Water System: 45 Sanitary Sewer: 45 Other Public Services: 45 20. Cumulative Potential Effects• 45 21. Other Potential Environmental Effects: 46 Jackson Township Annexation Area Alternative Urban Areawide Review ii February 2020 Page 89 of 617 22. Summary of Issues: 46 Fish, Wildlife, and Ecologically Sensitive Resources 46 Physical Impacts on Water Resources 46 Erosion and Sedimentation 46 Stormwater 47 Historic Properties 47 Traffic 47 Table 1: Project Magnitude Data — 2030 Comprehensive Plan 6 Table 2: Project Magnitude Data — AUAR Development Scenario 7 Table 3: Permits and Approvals 8 Table 4: Existing Study Area Land Uses 10 Table 5: Study Area Soil Types 14 Table 6: Average Annual Wastewater Flow Projections 17 Table 7: Study Area Future Water Supply Needs 21 Table 8: MPCA Known or Potentially Contaminated Sites 23 Table 9: MDA Known and Potential Sources of Agricultural Contamination 26 Table 10: Estimated Municipal Solid Waste Generation 27 Table 11: Typical Recyclable Materials 27 Table 12: MN SHPO Database Inventory Results — Historic Sites 32 Table 13: MN SHPO Database Inventory Results — Archaeological Sites 33 Table 14: Existing Intersection Capacity Analysis 39 Table 15: 2040 Comprehensive Plan Scenario — Intersection Capacity Analysis 40 Table 16: Max Build Scenario — Intersection Capacity Analysis 41 Table 17: Traffic Analysis Mitigation Measures 42 Jackson Township Annexation Area Alternative Urban Areawide Review iii February 2020 Page 90 of 617 I Figure 1 — AUAR Study Area Figure 2 — State Location Map Figure 3 — USGS Project Location Figure 4 —Project Area Subdistricts Figure 5 —Existing Land Use — Scott County 2040 Comprehensive Plan Figure 6 —Existing Land Use — City of Shakopee 2030 Comprehensive Plan Figure 7 —Proposed Land Use (2040 Draft City Comprehensive Plan) Figure 8 —Zoning — Scott County Figure 9 —Zoning — City of Shakopee Figure 10 —Existing Development and Vegetative Cover Figure 11 — Water System Pressure Zones Figure 12 —Planned Roadway Network Figure 13 —Existing Land Cover Figure 14 —Proposed Development and Land Cover Figure 15 —Farmland Classification Figure 16 — Parks and Trails Figure 17 — Soils Map Figure 18 — Karst -Prone Areas Figure 19 —Erodible Land Figure 20 —Sanitary Sewer Districts Figure 21 — Known or Potentially Contaminated Sites Figure 22 —Public Waters Figure 23 — SHPO Data Inventory Sites Figure 24—TH 41 FEIS Preferred Alignment C-2 Figure 25 —Overlay Districts Attachment A — Figures Attachment B — Project Magnitude Data Attachment C — Early Coordination Responses and Correspondence Attachment D — Wetland Delineation Attachment E — SHPO Data Attachment F — Traffic Memo Attachment G — Water Use Memo and Comprehensive Water System Plan Update Attachment H — Responses to Comments on the Draft AUAR Document Attachment I — Mitigation Plan Jackson Township Annexation Area Alternative Urban Areawide Review iv February 2020 Page 91 of 617 This Alternative Urban Areawide Review (AUAR) was completed for the City of Shakopee to provide environmental planning and documentation for the development of the City's southwestern orderly annexation area within Jackson Township. As provided for in Minnesota Rules Chapter 4410.6310, subpart 1, this AUAR substitutes for the preparation of an Environmental Assessment Worksheet or Environmental Impact Statement for future developments in the study area, provided they are consistent with the assumptions of the AUAR. The land uses described within this scenario are consistent with those designated by the City of Shakopee and Scott County 2030 Comprehensive Plans and with the City's proposed 2040 Comprehensive Plan Update. The AUAR also includes a Mitigation Plan (Attachment J) that identifies measures to be taken to avoid/minimize/mitigate environmental impacts from the proposed development. I� II I I � �� I� I� � IIIIII I�� � I� I� I� I�� I II I�� � I I �, I, I I I �'IIIIwl :�III�:�I�� :�III� � � �� I�II�"`� ��� �I�� ��� II�"����� �:��I�"� � ��� II' � � �w .� III' mum °° ni c)relncitirti ll t n Sri ci'i co ri tent ! I� i I� I �� r �� .� � ti �� t I� c Piti I s I� � I�� I�� yri I� � I� I�� I�� w ��� IIIIII IIIII" � I I °� I � lrl u, III, I� I� �� I, „w w pV �I w L°s .b ter? insect � „VI e"e � ee i For e: ce n ( wit„oktEc�0:I oIE� °� �I ttwlticie° " °e1 i inn°I°tg � W° °� .��I rce� "IpW aI:hI, eIIr�u����IeIII III c IIIII l� i: r. �I� deli LII IIIIIIIII 'tilt) I� I� es w rie i � ?° � �III�pII�' III� IIIIIIT"� s y� ��I� � �I� � � " �� .IIII ' �III1I Iproittgryirri, III" III" Jackson Township Annexation Area City of Shakopee Contact Person: Mark Noble Title: Senior Planner, Planning and Development Address: 485 Gorman St. Shakopee MN 55379 Phone: 952-233-9348 Email: mnoble@shakopeemn.gov City of Shakopee Contact Person: Mark Noble Title: Senior Planner, Planning and Development Address: 485 Gorman St. Shakopee MN 55379 Phone: 952-233-9348 Email: mnoble@shakopeemn.gov Jackson Township Annexation Area Alternative Urban Areawide Review 1 February 2020 Page 92 of 617 Not applicable to AUAR. County: Scott City: Shakopee Sections 2, 3, 9, 10, 11, 13, 14, 15, 23 and 24, Township 23, Range 115 Watershed: Lower Minnesota River Watershed, Scott WMO GPS Coordinates: 44° 44' 36.55" N, 93 ° 33' 30.16" W (Central Point) Tax Parcel Number: Multiple The required maps are included in Attachment A: • Figure 1— AUAR Study Area • Figure 2 — State Location Map • Figure 3 — USGS Project Location • Figure 4 — Project Area Subdistricts • Figure 5 — Existing Land Use — Scott County 2040 Comprehensive Plan • Figure 6 — Existing Land Use — City of Shakopee 2030 Comprehensive Plan • Figure 7 — Proposed Land Use (2040 Draft City Comprehensive Plan) • Figure 8 — Zoning — Scott County • Figure 9 — Zoning — City of Shakopee • Figure 10 — Existing Development and Vegetative Cover The Shakopee AUAR was prepared to provide a complete understanding of the cumulative impacts of planned development in seven growth areas that are either currently part of the City of Shakopee or are planned to be in the future as part of the City's orderly annexation agreement with Jackson Township. The AUAR Study area is divided into seven Subdistricts, A through G, that correspond with the areas defined in the orderly annexation agreement and an area of Shakopee poised for new growth. They are contiguous and are generally located to the southwest of current Shakopee city boundaries. Two development scenarios will be reviewed within the AUAR, in compliance with the AUAR process. The first scenario utilizes the scenarios laid out within the adopted 2030 Comprehensive Plans for Scott County (Areas A through F) and the City of Shakopee (Area G). The second scenario includes a full build scenario of the future land uses proposed within Shakopee's 2040 Comprehensive Plan update. For the purposes of the AUAR, the analysis assumed the full build of each development scenario. Therefore, the resulting socio-economic totals utilized within the AUAR are higher than those assumed within the 2030 and 2040 Comprehensive Plans. III °° IIVumuul 'Iumuumuuuuu ll Iumuumuuu gpmum Ipuum uwuum IlVuummuuIuVyu uuum �s umuuV � Vumwu'y uuol� I �� Ipuuuuuuu�II II Vl llli i� °"' �vUuumIIuIIiI ipuuuu m IIIII II Jr 611111 m1m.011111 IIIII 1 IIIII IIIII mIIIII 1 11111 0 IIIII I k II i The Scott County2030 Comprehensiveplan establishes future land use plans for within the subareas A p through F of the study area for a 20-year period. The plan acknowledges the farming and low -density Jackson Township Annexation Area Alternative Urban Areawide Review 2 February 2020 Page 93 of 617 character of the area, establishing thresholds of very low density for much of the study area. The plan includes policies that: • Promote collaboration across municipality and township governments on land use and development issues • Broadens participation and coordination with residents and other county stakeholders • Establishes parts of the county for urban and rural uses • Preserves natural resources • Promotes flexibility in development within rural areas • Long term plans for maintaining and improving the recreation and transportation systems of the County. The No Build scenario for subarea G includes the developed land use proposed within the City of Shakopee's 2030 Comprehensive Plan. There are two land uses identified within the study area, Commercial and Single Family Residential. The residential designation is consistent with the current use of the parcels, identifying no future change in use. The northern portion of area G is identified for future commercial use, allowing for the development of a range of retail sales, service and office uses within the area. � pVm luuuu luau I IVuu uuuu I Vmuul� IIIN �uuu IVuu luuull all ul� V II �uuu Vum uumuuu �ui IIIII um V lulumu III III u'w'Vuuu umlllllll Iiluuullllll IVIII IIIV II uuuuuVum uuumullllli muuum VUIIVUII Vuu.l �V �ollummuuV Ilu�� Vu.ull I luuuuuwur luuuuuwuu oVlluuuuuuur Vumuull luumull u' umlmuUUII I I� Shakopee's 2040 Comprehensive Plan defines an updated plan for guiding development decisions within the study area over the next 20 years. The plan is oriented towards growth and revitalization, with an acknowledgement that a diversity of housing options including townhomes, mixed use development, and single-family detached housing all have places in the future of Shakopee. The plan's land use map is included in Figure 7. Anticipate Typls an intensity of evelopment Land Use Description Mixed Use Employment Center This land use allows for businesses with heights from 1 to 3 stories, with a floor area ratio of 0.25 to 2.0. Primary uses include light/advanced manufacturing, warehousing and distribution, office, and higher education. Secondary uses include business support services, multi -family residential, public and private open spaces, and day care centers. Residential uses are required to be at a density of 16 to 30 units per acre. Suburban Residential Suburban residential land uses include 1 to 3 story traditional residential buildings with setbacks of at least 25 feet and a density of 3 to 6 units per acre. The floor area ratio is guided to be 0.2 to 0.5. The only primary use is single- family residential. Secondary uses include attached single-family, neighborhood parks and open space, institutional uses like schools and places of worship, day care centers, and small-scale senior living centers. Mixed Use Residential Mixed residential land use includes 1 to 4 stories of varied types of primary residential uses, including attached single-family dwellings, town houses and multifamily anywhere from 6 to 30 units per acre. Smaller scale neighborhood retail is also allowed as a secondary use in addition to senior care facilities and parks and open space. Jackson Township Annexation Area Alternative Urban Areawide Review 3 February 2020 Page 94 of 617 Land Use Description Mixed Use Commercial Center This land use guides heights to be from 1 to 5 stories with residential density of 30 to 60 units per acre. Floor area ratios are guided to be 0.2 to 1.5. Primary uses include commercial and office. Secondary uses include multi -family residential, public and quasi -public gathering spaces, parking, and transit -oriented uses. Suburban Edge Residential Suburban edge residential also includes 1 to 3 story developments with exclusively single-family with residential density set at 0.25 to 3 units per acre and a floor area ratio of 0.05 to 0.2. Secondary uses for this land use include parks and open space, and institutional uses like schools or places of worship. Utilities Utility land use guides heights up to 4 stories and guides setbacks from 0 to 200 feet. There is no density or floor area guidance. Parks The Parks land use allows for up to 2 story buildings. Primary land uses include parks, recreation, and trails. The secondary use on park lands is parking. Open Space Open Space land use allows for up to 2 story buildings. The primary use is open space, and secondary uses include trails and stormwater management infrastructure. I »Nvelopment Sta ing The timing of the proposed development for each scenario will be driven, primarily, by the market and developer/property owner interest. The 2040 Comprehensive Plan defines a staging plan for portions of the study area to achieve its population, household and employment projections by 2040. This staging information is not included as part of the analysis of this AUAR, as development is not assumed within the entire study area. It is anticipated that a full build -out of the study area will be experienced post- 2040. Infrastructure Existing infrastructure and proposed infrastructure improvements are defined within the AUAR study area. The conditions are considered to be in place and are not included in the analysis of the AUAR. Water Infrastructure A majority of the study area is currently provided potable water through individual wells. The Shakopee Public Utility Commission (SPUC) water system includes seven storage tanks, 18 groundwater supply wells and four pumping stations that service the entire community. The system utilizes four pressure zones: Normal Zone, First High Zone, East Zone, and the Second High Zone. The study area is within portions of the Normal, First High, and Second High pressure zones (see Figure 11). A booster station was recently constructed within the Second High Pressure Zone to service both the First High and Second High zones. The City's Comprehensive Water System Plan was updated analyze the future needs of the water system in response to the assumption of this AUAR. To serve the city's future growth, including the study area and other growth areas, additional wells and infrastructure will be constructed to service these growth areas. This includes the construction of Wells 23 and 24 and an elevated storage tank within the study area. Sanitary Sewer Infrastructure Similar to water infrastructure, portions of the study area are not connected to municipal sanitary sewer service. The regional MUSA boundary does not currently extend into the study area. Future extension of the sanitary infrastructure is needed to service the area. Jackson Township Annexation Area Alternative Urban Areawide Review 4 February 2020 Page 95 of 617 Existing Sanitary sewer service falls into three sewer sheds in the area. The West Louisville/Jackson Sewer Shed is served by two trunk sewers extending from the MCES interceptor — a 24-inch main in Lusitano Street and an 18 — 27 inch main in the Windemere subdivision. 'Jt rm t r im r II e nt One stormwater project is currently identified within the City's 2020-2024 Capital Improvement Program (CIP). The West End Regional Pond & Trunk Oversizing (STORM-21-001) includes the oversizing of ponds and pipes in Subdistrict C to aid in rate control, flood protection and water quality. It is intended that this effort will be coordinated with development. As development proposals are received, the City's existing stormwater policy will be used to review development proposals and mitigate impacts. There are various areas throughout the study area that experience drainage issues during storm and rain events. Known issue areas identified within the study area are discussed later in the AUAR. Elf t;tIlrit I infr " tru tur impr II ° nt According to Shakopee's Long -Range Electric System Plan, three of six of the Jackson Township areas forecasted to be annexed by the City are already serviced by Shakopee Public Utilities (SPU) for electrical service. There is a projected growth in electrical load provided by the city to the currently un-serviced areas in the City's annexation plan of 23.2 mega -volt amperes. Tr n • ilrt tiii • n infr tilru to rr, im r e m nt" The study area is currently supported by a network of State, County and local roadways serving the study area. There are planned improvements to this network within and outside of the scope of the study area development. Prior to the start of the Jackson Township AUAR, MnDOT and Scott County began the process of studying and completing final design for a grade separated interchange of US 169 and TH 41/CSAH 78. This interchange is currently under construction and is assumed to be completed for the analysis within the AUAR. Additionally, an extension of CSAH 16 has been planned within the study area, providing connectivity to Subdistricts A and B. The general alignment of the planned roadway network is shown in Figure 12. This extension, along with other future roadways will be considered as part of the development scenario being analyzed within the AUAR. The traffic analysis completed for this AUAR represents planning level estimates and should be further refined as development occurs and other regional roadway and intersection improvements are pursued. 111111111111111 IWl i V .1 Li IIIII°. muuIIIII IIIII� ] I �II'I IIIII. IIIII I�� °IIIII�� umuu� oi� u loom IOu In 2007, area stakeholders analyzed the construction of a new TH 41 river crossing between the cities of Shakopee and Chaska. The new crossing was studied to explore opportunities that serve regional traffic, reduce traffic congestion, and protect the floodplain. Multiple corridors were studied through an Environmental Impact Statement (EIS), which studied the project impacts on social, economic, and environmental resources in the area. As a result, The C-2 alignment was selected as the preferred alternative through the EIS process. The C-2 alignment is in close proximity to the existing TH 41 alignment within this AUAR study area. While the preferred alignment was selected, the new crossing is not planned or programmed within MnDOT's near term projects, and the new alignment was not considered in the traffic analysis for this AUAR. However, the City recognizes the alignment and the findings of the FEIS and will monitor the alignment and future right-of-way needs. Jackson Township Annexation Area Alternative Urban Areawide Review 5 February 2020 Page 96 of 617 uuumllll'la Im I Wi lama �uuu i �uuu to "IIII uuw' t Vuummm IIIII� ^m LVwuV Iur III tm uuuwl The data provided here represents the anticipated residential, mixed use, and commercial development throughout the AUAR sub areas based upon the development scenarios that have been described above. The developable land in the AUAR study area includes all land unconstrained by wetlands as defined by Level 1 wetland delineation, floodways, and right-of-way removal. The assumptions used to arrive at net developable land area include: • Developable Area includes the total area of each land use with undevelopable areas (e.g. wetlands, steep slope) removed. • Developable Area less right-of-way removes 20% of the total area to account for future roadway and utility right-of-way. In areas where the roadway network exists, no reduction was taken. • Percent Residential and Percent Commercial totals for each area were provided by City Staff. • Residential Acreage and Commercial Acreage provide the breakdown of acres between the two development types. • Residential Density for each land use and area was provided by City Staff in units/acre. • Residential Units calculates the total capacity or number of units within each land use category by multiplying the residential acreage by the residential density. • Developable Commercial Acreage removes an additional 10% of the total area to account for regional stormwater BMPs or other public infrastructure. • The Percent of Development identifies the percentage of the Developable Commercial Acreage for the five development types. • The Employment Area Acres calculates the total acreage that is identified for each development type. • The Building Area is calculated in acres and square feet using a general floor area ratio (FAR) for each development type based on the comprehensive plan FAR ranges per land use type. The following tables provide the assumed development magnitude of the 2030 Comprehensive Plan and AUAR Development Scenarios. Table 1 provides the proposed number of residential housing units and square feet of commercial and industrial development per Subdistrict of the 2030 Comprehensive Plan development. Table 2 provides the same information for the AUAR development scenario (2040 Comprehensive Plan). A detailed breakdown of the assumptions by land use category are included in Attachment B. Table 1: Project Magnitude Data — 2030 Comprehensive Plan Sub -Area A Developable Acres 217 Units 19 Office SF 26,006 ManufacturingSF 14,860 Warehouse SF 14,860 Retail SF 20,443 B 368 13 156,661 80,520 80,520 96,182 C 484 77 -- -- -- -- D 795 7 125,239 78,005 78,005 134,567 E 82 13 -- -- -- -- F 61 -- -- -- -- -- G 20 9 -- -- -- 122,000 Total 2,027 138 307,906 173,385 173,385 373,192 Jackson Township Annexation Area Alternative Urban Areawide Review 6 February 2020 Page 97 of 617 Table 2: Project Magnitude Data — AUAR Development Scenario Sub- Developable Units Office SF Manufacturing Warehouse Neighborhood Highway Area Acres SF SF Retail SF Retail SF A B C D E F G Total 152 334 243,331 90,994 90,994 305 484 338 65 0 20 1,364 442 450 230 113 184 1,437,778 1,427,441 1,753 3,108,550 765,719 1,082,695 1,939,408 765,719 1,082,695 1,939,408 81,991 219,195 83,486 15,007 399,679 636,351 1,042,324 736,468 112,122 2,527,265 Tables 1 and 2 identify the proposed changes in development assumptions between the 2030 and 2040 Comprehensive Plan development scenarios. The 2040 Comprehensive Plan, or AUAR Development Scenario, assumes the transition of the study area from rural uses and development styles to urbanized uses. This transition results in a large increase in the magnitude of the development scenario. 7. Cover Types: „ullGuidcince: Tie /bp onn. Pet/on' — ien t y . /m °111' 3131 "(bw c � � s str rgill „ ,00n! gill Li ��� tnit� ctc jt it vI''"t groi: i° i°im t l"" i fii 7 r le cf ofti(onn.t. " W iul "L tecnottnitonyi clre ' t ip cm t Enfelotwne 't in rehltiorl to tun t seer) sh r �°� fiy ,be provitiect, nod 1 ^IOW ilk ':tononnttifer°),o cmm Ills trial) I` lul s isiti teer 73,Iocc . Setn 1 it The study area includes a variety of cover types throughout the Subdistricts, ranging from grassland and crop land to lakes and wetlands. Figure 13 illustrates the various land uses within the study area prior to and development of the study area. Existing development currently within the study area is included in this analysis. The anticipated development is overlaid onto the existing cover types in Figure 14. The specific building siting, parking layouts and internal street network are not yet determined within the study area. Therefore, this figure identifies the general overlay of development areas compared to conservation areas. Jackson Township Annexation Area Alternative Urban Areawide Review 7 February 2020 Page 98 of 617 8. Permits and Approvals Required: 4 III �' ;I lat u p ilieri -or s I I I � �°I!.. u � � I!.. I� � � � � point �������iti Ili �� �I �w ith � V A LiIII,II,1 Table 3 lists the anticipated major approvals and permits likely to be required by future development projects. Table 3: Permits and Approvals Unit of Government Type of Application Federal U.S. Army Corps of Engineers (USACE) Section 404 of the Clean Water Act State Minnesota Department of Natural Resources (MnDNR) State Endangered Species Review MnDNR Temporary Water Appropriation Permit MnDNR Amendment to Shoreland Ordinance to include the two Natural Environment Lakes within the Study Area MnDNR Amendment to DNR Water Appropriation Permit 1980-6205 for increased water use Minnesota Pollution Control Agency (MPCA) Section 401 Certification MPCA Sanitary Sewer Extension Permit MPCA National Pollutant Discharge Elimination System (NPDES) Permit Metropolitan Council Environmental Services Sanitary Sewer Plan Approval Metropolitan Council Comprehensive Plan Amendment Minnesota Department of Health (MDH) Water Main Plan Approval Minnesota State Historic Preservation Office (SHPO) Cultural Resource Coordination Minnesota Office of Administrative Hearings Municipal Boundary Adjustment Minnesota Environmental Quality Board (EQB) Environmental Assessments (AUAR) County* Scott County Access permits to County Roadways Scott County Grading Permit* Jackson Township Annexation Area Alternative Urban Areawide Review 8 February 2020 Page 99 of 617 Unit of Government Type of Application Scott County Subdivision Approval* Scott County Rezoning* Scott County Building Permits* Local City of Shakopee Grading Permit City of Shakopee Subdivision Approval City of Shakopee Rezoning City of Shakopee Building Permits *Permitting with Scott County for grading, subdivisions, rezoning and building permits will be required if development is pursued prior to annexation into the City of Shakopee. 9. Land Use: ,,,°tiII"� � IIft II'1e rdI�i � i �� ��I iisI r µ is s� i ��� �°°�� ul �u � � �� �° � cincl the land LIS estriL"ordi lapplic�f), in th )se :striet,sti 11,1: Lila be de cribeeL If any te"o0outoirlees ar cietti ail I- ift �tirl �� „viol, �� � II II stri at' ��ns II � ul, � � II„ II„ � I�� I u„ �,I� I,� uIIIII� I� �I,...... „� � li I „� en „� Ilpl I „� � � V i� � I�� u u I �� I Vpl6 6 u ,I "'°' ��I �IIII���'° �i° � � 11II � a� �� i �I�ln „ �� tw� ''�° ri � ���„i„ �:� � � i�� lie � t � �I L1004, ill in�` W �� � ��� luu!I II ca L Licee ° II� e ,istiI stotwe �° i °(�� � mm.� � .. I uld �!i I„ii �� i�i � �VVIp�.IIpll' i�l e 11 0I P a nt ���� II�° II° II° �� �� I°i� �° °�n � �°°i�� � � � °� mm � i � 'II� w� ��� �w� �� ��� � '�� �� °��� w �� o b �t it- ved' 1 1""7c)r"i jt.li") I�:::.i::)ri v°10) cleite enot e IIVV p,�,�� ������Ilu Illpi Ippu ii�,��� i„ ��� lu���� iu���� p,���� i,�����„� �� I ���� �� I its I I I I � d'' � d dl d °°"I„ °°^u� I I I 4 ,I° W W ��II �. set ��I °, a ��'. I"° � . ° '„� °, I I��� �� „� " ° � �.. I � I � �ul� oom Illu° � i i i III.. u i u uu u u ��� �u � � � "O,V � � � ��� �!'����� ���' IPA„ IIIII� � I � � � �� � ��� � � �� i � Lori �� � 7 � � � i�,�� � w°� ��� � n � �w �I � �I � �� III � � �w "�.���'." � �° �w ��II° ���� � � �;� not .1)oen Iciorperesponses I6 t tilers, it incist i,,I e re stmeps is s flotilla Pt pres s I,.. II(enteci in detail under catidtt it' intct Nec,disscirji tirneritirrierfts "tc� �I�� t� ��'w ° I�����I����I;�°����s s)i„,,Il ri ,I.:Ltelaf. If the?' r'ilE,,,,! card clay rticinc.alernent nIcin!; 1 any stther Iii t I/. It state) Da ,u„liii,lier:/11 agernic i c!,.) (1,1,1:7,t,),oll 'table t 9 t'lli,',',',',',',',?' �w I III,. � �I �I �„u� „loll ��I II,"" 'w�ll�'IIII° �� l° dII� III h�I! ��° ��I ��l : ���� � ��I e ��� I � the I I� � ��.. � �.. �� I � �.. w� ootouloteli- et t�, ��� teurtrAlsis cm tiny ricornatei�� ��""ibri,,,,i elements. The AUAR study area is approximately 2,889 acres in size located to the west and south of the existing City of Shakopee limits (see Figures 1 and 4). The AUAR study area currently includes a range of existing uses, from undeveloped opens space and recreational areas to commercial development. The area is currently located within Jackson Township/Scott County jurisdiction and is not serviced by municipal water or wastewater services. The transportation network within the study area is well established with arterial roadways to service this area. Future alignments of the local transportation network have not yet been established. As the local network is established, the city's design requirements will be used to define the design standards and right-of-way requirements. Local roadways must be dedicated with at least 60 feet of right-of-way. Jackson Township Annexation Area Alternative Urban Areawide Review 9 February 2020 Page 100 of 617 Land uses that currently exist within the study area include: Commercial/Industrial, Commercial Reserve, Urban Expansion, Public Lands, Open Space, and Single Family. The project area includes current commercial and industrial uses, manufactured home parks, row -crop uses, wetlands, and park space. Table 4 breaks down acreage of existing land use in the project study area by Subdistrict. Table 4: Existing Study Area Land Uses Subdistrict Land Use Developable Area A B C D E F G Total Commercial/Industrial Commercial Reserve Public Lands Urban Expansion Total Commercial/Industrial Commercial Reserve Public Lands Urban Expansion Total Commercial/Industrial Commercial Reserve Public Lands Urban Expansion Total Commercial/Industrial* Commercial Reserve Public Lands Urban Expansion Total Commercial/Industrial Commercial Reserve Public Lands Urban Expansion Total Commercial/Industrial Commercial Reserve Public Lands Urban Expansion Total Commercial/Industrial Commercial Public Lands Suburban Residential Total 4 106 0 107 217 51 266 0 51 368 0 0 0 484 484 156 353 443 0 952 0 0 0 82 82 0 0 61 0 61 0 10 0 10 20 2,184 *Subdistrict D includes two Natural Environment Lakes that are regulated by the City's Shoreland Ordinance. Industrial land uses are prohibited within 1,000 feet of the shoreline of these lakes. Jackson Township Annexation Area Alternative Urban Areawide Review 10 February 2020 Page 101 of 617 The proposed land uses are compatible with adjacent land uses. The primary use of parcels adjacent to the study area includes urbanized residential and commercial uses to the north and east within the City of Shakopee. The proposed uses are consistent with those currently located in this area. The existing land uses to the south of the study area include a combination of rural residential and farmland uses and include some retail and industrial development. These areas will continue to be under the jurisdiction of Scott County and the respective townships. Efforts to reduce potential conflict and protect environmentally sensitive areas were made during the land use planning efforts. For example, the bluff area located in Subdistrict A has been identified as park and open space, limiting future development potential in the area. The following land uses are proposed for each of the Subdistricts per the AUAR Development Scenario: • Subdistrict A: Shakopee 2040 proposed land use shows Mixed Use Employment Center and Mixed Use Center in the north, Open Space in the middle, and Mixed Residential and Suburban Residential in the south. • Subdistrict B: Shakopee 2040 land use designates the subdistrict mostly as Mixed -Use Employment Center, except for the south east and south west corners. The south west corner of the subdistrict is designated as Mixed -Use Center. The southeast corner of the subdistrict is designated Open Space and Mixed Residential. • Subdistrict C: Proposed land use guides the subdistrict as Suburban Edge Residential in the south, and Suburban Residential and Mixed Residential in the middle and north. • Subdistrict D: The Shakopee 2040 proposed land use maintains Open Space to the north. The middle and south of the subdistrict is changed to Mixed Use Employment Center and Mixed -Use Center. The district's 2040 guidance finally includes a suburban residential Land Use where the Bonnevista Terrace Mobile Home Court is located. • Subdistrict E: The 2040 proposed land use calls for a mixture of Suburban Residential, Mixed Residential and Suburban Edge Residential. A majority of the subdistrict is designated for Suburban Residential, with an area of Mixed Residential in the Northwest quadrant and an area of Suburban Edge Residential in the Southeast quadrant. • Subdistrict F: The proposed Shakopee 2040 land use designation for subdistrict F is Parks, maintaining the existing Jackson Township park. • Subdistrict G: The proposed 2040 land use includes Mixed Use Center for the northern portion of the site and Suburban Residential for the southern portion of the site. .i IIIII ull )IIIII IIIII IIIII The study area currently contains four Scott County -designated zoning categories. These are Urban Expansion Reserve (UER), Rural Industrial District (I-1), Urban Business Reserve (UBR), and General Commercial District (C-1). The Rural Industrial zoning is located primarily along the Union Pacific Railroad line. The Urban Business Reserve and General Commercial zones surround Highway 169 and County Road 69. Urban Expansion zones are along the Minnesota River in the north of the study area, as well as parcels to the south east of the study area. Subdistrict A has two zoning designations: Urban Business Reserve (UBR) in the north and Urban Expansion Reserve (UER) in the south. Subdistrict B has four zoning designations; the northern portion of the subdistrict is primarily UBR zoning, the southwest is C-1 and I-1 zoning, and the southeast is zoned is UER. Subdistrict C contains exclusively UER zoning. Subdistrict D contains UER zoning in the north, and C- Jackson Township Annexation Area Alternative Urban Areawide Review 11 February 2020 Page 102 of 617 1/I-1 zoning to the south and east. Subdistrict E contains exclusively UER zoning. Subdistrict F is zoned Public Land. Scott County zoning provides minimum setback standards from water bodies for structures and individual sewage treatment systems. Structures and treatment systems must be at least 150 feet back from the high-water level of a Natural Environment Lake (this would include Nyssens/Strunks and Gifford Lakes) in subdistrict D. uuu°IIm, uuuu Iuuum iVl.1 LIiV IIIII 'llllllllllll 11111E 15IIIIIt3.1111114Illl °IIIII II�I� IIIIILI I 1 As development is pursued within the study area, annexation into city limits and zone changes will be required. This process requires review by city staff and a public hearing at the city level, and approval and recoding from the Minnesota Office of Administrative Hearings. The review and approval at the local level will ensure that proposed development applications align with the future land use plan, reduce land use conflicts and reduce and mitigate environmental impacts. IIIIIIIII ����� ����� � �������� d IIIIIiiY°°" IIIII IIIllllllllllll 11111E IIIIIIIIIIIIIIIIII'"°°°� 11111E Prime farmland and farmland of statewide importance are located within the study area based on soils data published by the U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS). Figure 15, Attachment A illustrates areas classified as prime farmland and farmland of statewide importance. � � 111111111111� ����� ��� � 1111111111����. luuumuilllll �ullluow uuml m� IVlulu mumuuo iluuumullllll ppu� Vull� uulolw luum pump Imlu uuuum pmllll iluuumullllll �w ppu� �uuuuum 1,1,1, r s IIIII 1 ..o IIIII III uull111 t m�mum �uwW uuu00 i.11lll IIIII IIIVm voouu 1p a°I IIIII lou�mmll �u' IIIII IIIII Vuomuu IIIII .IIIII m�mum poi ,uI IP Vuouuu IIIII u uuuuu IIIII III uull �l� IIIII �ol� Existing parks and trails within the AUAR study area include the Minnesota Valley State Recreation Area and Jackson Township Park. State and local trails are also located within the AUAR study area. Figure 16, Attachment A illustrates park and trail facilities within and in the vicinity of the AUAR study area. The Minnesota Valley State Recreational Area is a protected natural area open to the public and managed by the Minnesota DNR. It is comprised of a series of units connected by the river corridor. The length of the system is approximately 72 miles from Fort Snelling in the Minneapolis -St. Paul metropolitan area to the City of LeSueur. The Minnesota Valley State Recreational Area encompasses approximately 5,490 acres of state land and is adjacent to other federal and state lands including the Minnesota Valley National Wildlife Refuge and State scientific and natural areas. The Minnesota Valley State Recreation Area includes significant native plant communities and wildlife habitat. As noted in Section 13 of this study, several rare species have been documented within the Minnesota Valley State Recreation Area. The Minnesota Valley State Trail traverses the Minnesota Valley State Recreational Area within the study area. The trail generally runs parallel with the river corridor. This multi -use trail provides opportunities for hiking, biking, horseback riding, and snowmobiling. Given the unique nature of the Minnesota Valley State Recreation Area, it is anticipated that future development within the AUAR study area will avoid impacts to this State park land. The 2040 land use scenario proposes to develop a system of trail greenways which will enhance access to bluff areas.' Per 1 City of Shakopee. Envision Shakopee. Section III: Built Environment. Dated August 30, 2018. Page 200. Jackson Township Annexation Area Alternative Urban Areawide Review 12 February 2020 Page 103 of 617 the Envision Shakopee 2040 Comprehensive Plan, the City intends to establish permanent greenways and preserve woodlands and connecting habitat.' The existing bedrock, geologic hazards, soil conditions, and potentially contaminated properties were studied using various state resources identified in the following sections. Figure 17 provides a soil map for the study area. According to the Minnesota Geological Survey (MGS) Geologic Atlas of Scott County3, the uppermost bedrock underlying the study area is Franconia Formation near the Minnesota River and Prairie du Chien Group in the southeastern portion of the study area. Portions of the underlying bedrock within the study area also include Jordan Sandstone and St. Lawrence Formation. Throughout the Site, the depth from land surface to bedrock ranges widely from 0 to 150 feet in the majority of the study area to greater than 200 feet near the Minnesota River.4 IIIIII� �W,ryl,ry��� I���� � I� IIIII u'Vw�wmll��" �Il u'V�uuW I Imuuuu IIIII "w�u Accordingto information available from the Minnesota Department of Natural Resources (DNR), p ( ), project is located within a karst-prone region.5 Based on the DNR's inventory of karst features, no known karst features (sinkholes, springs and stream sinks) are within the project corridor. Figure 18, Attachment A illustrate the locations of karst-prone areas. IIIIIIII uulllum IIIII °I IIIIIIIII IIIII III IIIII L. IIIIII""""III S Table 5 lists the soils types within the study area based on the Natural Resources Conservation Service (NRCS) Soil Survey for Scott County and Carver County. Figure 19, Attachment A illustrates the locations of highly erodible land (HEL) and potentially highly erodible land (PHEL). According to the NRCS, HEL and PHEL are areas of land that have a high potential for erosion. Highly erodible land, when disturbed through construction activities or vegetation removal, has the likelihood of creating unstable conditions that lead to erosion and sedimentation. These classifications are based on soil type and steep slope characteristics. Figure 19, Attachment A identifies HEL and PHEL areas within the study area. 2 City of Shakopee. Envision Shakopee. Section III: Built Environment. Dated August 30, 2018. Page 198 3 Runkel, A.C. and J.H. Mossier. Minnesota Geological Survey, 2006, Atlas C-17, Bedrock Geology, Geologic Atlas for Scott County. 4 Runkel, A.C. and R.G. Tipping. Minnesota Geological Survey, 2006, Atlas C-17, Bedrock Topography, Depth to Bedrock, and Bedrock Geology Models, Geologic Atlas for Scott County. 5 Minnesota Department of Natural Resources. Ecological and Water Resources Division. 2016. Minnesota Regions Prone to Surface Karst Feature Development available at: hp: filles. nr.state.mn.us/ aters rand ater section/mapping/ / 1 report.pdf Jackson Township Annexation Area Alternative Urban Areawide Review 13 February 2020 Page 104 of 617 Table 5: Study Area Soil Types Soil Symbol AaA Soil Alluvial Name land t Percent 1 . Tent. Slope 5.peS Erodibility [1] N H EL Percent within the Study Area 4.711% AaB Alluvial land 2 to 6 percent slopes NHEL 0.50% Ab Alluvial land, frequent overflow I percent sl pes NHEL 5.54% CdA Copaston silt loam 0 to 2 percent slopes NHEL 1.10% CdB Copaston silt loam 2 to 6 E rcent sl 1 es NHEL DbA Dickman sandy loam 0 to 2 percent slopes NHEL 1.30% DbB Dickman sandy loam 21 6 percent. slopes NHEL 2.511% DbC2 Dickman sandy loam, moderately eroded 6 to 12 percent I pes PHEL 0.0 % Dd Dorchester silty clay loam N H EL '7. It Vo EaA Estherville loam and sandy loam 0 ti 2 percent slopes NHEL 2.20% Ea B2 Estherville loam and sandy loam, moderately eroded 2 1: , 6 percent sl 1 es N H EL .81% EaB Estherville sandy loam 2 to 6 percent slopes NHEL 2.010% Estherville loam and sandy loam,EaC2'II moderately eroded 1 2 percent sill 1 es P Fi E 1......., „,1 II 11% EbB Salida gravelly sandy loam 0 ti 6 percent sl pes NHEL 0.20% EbB2 Salida gravelly sandy loam, moderately eroded ii, 1II , 6 percent. sl 1 cs N H EL .1 mil% EbC2 Salida gravelly sandy loam, moderately eroded 6 to 12 percent sl pes NHEL O. It% Ga Glencoe silty clay loam • ti 1 percent slopes NHEI. Gp Pits, gravel N/A N/A 0.00% HaB Hayden loam .,......... t. , 6 percent sl 1 es NHEL 2 -% HaC Hayden loam 6010 percent: I pes PHEL 2.011% HaC2 Hayden loam, moderately eroded .1 1 erc nt sl • 1 es PH EL 5.4,1% HaD Hayden loam 10 to 22 percent slopes MEL 1.90% HaD2 Hayden loam, moderately eroded 1 • 1. , 22 percent. 1.1 Gs H EL '1.30% HaE2 Hayden loam 18 to 25 percent sl.pes MEL 1.911% HaF2 Hayden loam 22 to 4.1 1 ercent sl 1 e ' H EL Lai% HbC2 Hayden sandy loam, moderately eroded 6 to 12 percent sloes NHEL 0.10% HbD2 Hayden sandy loam, moderately eroded 1.......... 1. 1 percent sl 1 cs N I„,111% Jackson Township Annexation Area Alternative Urban Areawide Review 14 February 2020 Page 105 of 617 Soil Symbol HbD3 Soil Hayden severely Name sandy clay loam, eroded 12 to Percent 18 percent Slope slopes Erodibility [1] MILL Percent within the Study Area 0.61% HbE2 Hayden sandy loam 1 tO 5 percent. sloPcs III ILI, 1 AI% HcD3 Hayden soils, severely eroded 12 to 18 percent_ slopes MILL 0.8 % HcE3 Hayden soils 1 ...' percent sl 1 es I IEl. . 5 it % HdA Sparta fine sand 0 ti 2 percent slopes NMEL 2.10% HdB Sparta fine sand 2 t• 6 percent sl 1 es NI II 'I , 7. fill% HeA Sparta loamy fine sand 0 to 2 percent slopes NMEL 1.6 % HeB Sparta loamy fine sand 2 ti 6 percent sleil es NI II1, 2.911% HeB2 Sparta loamy fine sand 2 to 6 percent slopes NMEL 0.60% HeC Sparta loamy fine sand 6 I 12 percent. sl 1 es NI II1, III % HeC2 Sparta loamy fine sand 6 to 12 percent sl pes NMEL 0.20% INT Water, intermittent N/A N/A *hi it% LbB2 Estherville -Burnsville complex, moderately eroded 2 to 6 percent slopes NMEL al % LbC2 Estherville -Burnsville complex, moderately eroded 1 percent sl 1 es 1)1 irl, 10,„, it% LbD Estherville -Burnsville complex 12 ti 50 percent sUspes MILL 0.50% LcB Lester loam 2 1 , 6 percent sh.pes NUEL. 1. i% LcB2 Lester loam, moderately eroded 2 to 6 percent slopes NHEL 3.810% LcC Lester loam ti 10 1 erc nt slipes 1)11011, 2.21% LcC2 Lester loam, moderately eroded 6 to 10 percent slopes PHEL 2.00% LcD2 Lester loam, moderately eroded 1* ti 16 percent sl 1 es HEEL tu i It% Lf Le Sueur-Lester complex 1 to 6 percent slopes NMEL 0.111% Ma Marsh N/A NHIll'Ill, 2„,31% Oa Oshawa silty clay loam N/A NMEL 3.2 % PaA Klossner muck • ti 1 percent slopes NI 1[1, .1, % PbA Houghton muck 0 ti 1 percent sl pes NMEL 0.10% Ra Oshawa silty clay loam N/A NI II 'I , lc 8„ % Sc Stony land N/A NMEL 2. it% Ta Terrace escarpments N/A I II ,I, 5.61e% TbC Terril loam 6 to 12 percent sl pes NMEL 0.90% TbD Terril loam 1 7 ts 18 1 ercent slopes I II l 01.2.1% TbE Terril loam 18 ti 2 - percent sUipes MILL 0.00% Jackson Township Annexation Area Alternative Urban Areawide Review 15 February 2020 Page 106 of 617 Soil S mbol Soil Name Y TcA TcB TcC TcD W WaA Wa B Terril loam Terril loam Terril loam Percent Slope e percents III' Ilpes 2 „ to 6 percent pes percentslll' Ilpes Erodibility [1] III IINV IH E L IN Percent within the Study Area 6 Terril loam Water 12 to 18 percent slopes N/A HIE L N/A Waukegan silt loam Waukegan silt loam 0 to 2 percent sly pes 2 t 6 percent s 111 I,, Ilpes IN HIE L Wb Webster -Glencoe silty clay loams N/A N 1H E L 0.20% 0.60% 2:711/% p Source: U S. Department of Agriculture (USDA).. Natural Resources Conservation Service (MRCS). Soil Survey for Scott. County and Carver County, Minnesota. 11111 II,,,,I I, II,,,,,,, ,,,,,,,,,, highly erodible land. IP H I, IL...... ,,,,,,,,,, If o f e n ii a l Il y highly erodible land. ND1 E Il,,,,,, ,,,,,,,,,,, Not highly erodible land. 11. Water Resources: Ine� �� � Eel ��I of I u lila 5W "' I y " i�y i `i " 5WW �' I IR „viol Iul sI i dI i i t � Ali„ � u III" I I � vkdiether rnEe;: II VpW �� �°or, I I 6 " s thr sV ',pet prcMthrough the a eI „. s" the c (1 °I "1 :no, IIIII I I �� quip I �utllu,, „� I „; ,I � i t dl ��° � �, III sw dl �„w w�� I i I �w i �w „Iv ." migrcite)ry e I � Irripc:finpl I ���' I � III � II„„�� wf the .pr w � Li I u Vpl" i uV tor)" i el' w P� s, f ,, a wu"'u ��� The Minnesota Rivers defines portions of the western and northern limits of the study area. While located within the study area, there are no specific development plans that propose a use of the Minnesota River. This includes the development of recreational or commercial use of the river for transportation or activity use. There are two nearby water related uses along the Minnesota River. These include a public boat launch within the City of Shakopee and passive water -based recreation opportunities within the Minnesota Valley National Wildlife Refuge. Jackson Township Annexation Area Alternative Urban Areawide Review 16 February 2020 Page 107 of 617 1, IIOOiiiii lllrr Ili d III Ou VOuupl r !opEtIll in i„ IN depth ert it is �i a i, (lc:v:1 pro teittnictri WW Pr drco:it V(prmtite on u ' IIIIIIIIII, by dl e � w � u °� i-ew I i net I t ( logs , p : ���� „III �, „ II ��, III �I ��� � � l�'" a �� � I.11������������� are ���� ���������� n�������� �������� ��������� ten I�� ���� ��������� ������� ���� ��� ��������� �������wl III ���.�������. �°�������� the ������� ���������� ���� ������ ���� ���������� � ������ ����� ����� �� ��������� rrn thlis,111 ater Supply n ater Quality Three aquifers provide the water source for the Shakopee public water supply — Prairie du Chien -Jordan Sandstone, Tunnel City-Wonewoc, and Mt. Simon/Hinckley bedrock. The Prairie du Chien -Jordan sandstone aquifer supplies the greatest quantity of water to the system and is expected to continue to provide the greatest supply in the future. Currently eight wells utilize water from the Prairie du Chien - Jordan sandstone aquifer. The SPUC continues to monitor water quality, heath and aesthetic concerns. While no wells near the study area were found to posses concerns at this time, continue efforts to monitor the system for compliance with national drinking water regulations will occur. Im o,umii uum lllr t el� Vu i „ � it p� and ��� � I � i �� I i', � n i s of toi pc, and inclustrole e I ? III 9 e p :it-? I �� Int: the ,�' publicly I len any r sI:meritI 1sures The study area is currently not serviced by the municipal sanitary system; however, the City has reviewed the estimated sewer needs for the AUAR study area as part of its Sanitary Sewer Master Plan. The current Metropolitan Urban Service Area (MUSA) limits align with the City's existing boundary and does not extend to any portions of the AUAR study area. Development within the study area is dependent on the expansion of municipal sewer to service Jackson Township. As the MUSA is expanded and development is pursued, the analysis of this section should be updated. The 10-year annual average per capital flow from Shakopee is 86 gallons per day (GPCD). The MCES peak flow factors for the regional system were used to inform the analysis for the City of Shakopee. The city has included development of the study area within the municipal sewer planning 2040 to inform wastewater flow projections. It is projected that the flow will increase by 1.75 MGD over the next 20 years (see Table 6). Table 6: Average Annual Wastewater Flow Projections Year Projected Annual Wastewater Flow Projections (MGD) 2020 3.75 2025 4.09 2030 4.66 2035 5.17 2040 5.49 Jackson Township Annexation Area Alternative Urban Areawide Review 17 February 2020 Page 108 of 617 Future system improvements within the study area have been identified based on the projected flows identified within the city's Sanitary Sewer Master Plan and 2040 Comprehensive Plan and are defined by sanitary districts. There are three sanitary sewer districts that cover the AUAR study area (see Figure 20). Each district is currently comprised of primarily agricultural and open space uses with little existing sanitary sewer infrastructure. Two scenarios (Alternates 1 and 2) were analyzed for future infrastructure improvements within the sewer districts based on the timing of development. The general alignment of future forcemains and gravity mains is consistent, but the sizing of the pipe changes in relationship to the staging of development. Many of the improvements identified within Alternate 1 are in response to development first occurring in Subdistricts A and B, prior to development in Subdistrict D. Per Minn. R. 4410.4300, subp. 18 A., the City understands that an EAW may be required for sewage collection system improvements that increase the design average daily flow by 1 million gallons or more. As improvements are designed within the study area, the City will assess the need for an EAW in coordination with the proposed projects. The wastewater generated within the City is currently conveyed to the Metropolitan Council's Blue Lake Treatment Plan, which also serves the Cites of Chaska and Prior Lake. The Blue Lake Treatment Plan has the capacity to serve household and employment growth in the region through 2040. Continued collaboration with the Metropolitan Council will occur to monitor sanitary system capacity beyond the 2040 horizon. `f uth L ILA s ill lJ l r n '1 ll) All or portions of Subdistricts A, C, E, F, and G are included in the SLJ district. Only a small portion of this district has been developed, with a mix of commercial and residential uses near US Highway 169 currently served by municipal sewer. The undeveloped part of the district is characterized by a mix of agricultural, rural residential, and open space uses with the rural residential areas utilizing individual sewer treatment systems. The district is served by two trunk sewer that extend from the MCES interceptor along US Highway 169: (1) A 24-inch main in Lusitano Street; and (2) An 18- inch to 27-inch main in the Windemere Subdivision. An 18-inch gravity main has been identified through Subdistrict C and F, which either connects to a lift station to the south (Alternate 2) or ends in the southeast corner of Subdistrict C. Additional force mains are identified to the west of Subdistricts E and G (located outside of the AUAR study area). Under both scenarios, a new lift station would be warranted to the south of Subdistrict C. t J n ( J ) All or portions of Subdistricts A, B and C are included in the WJ district. This district is undeveloped and is characterized by a mix of agricultural, rural residential and open space uses with the rural residential areas utilizing individual sewer treatment systems. There are no existing trunk sewers in the district. Future identified improvements within the WJ district are consistent between both study alternates. An 18-inch gravity main is proposed to connect from the Windemere Subdivision to the southwest for extension beyond the AUAR study area. Jackson Township Annexation Area Alternative Urban Areawide Review 18 February 2020 Page 109 of 617 t Luiii hill, Jt r ,gin u) All or portions of Subdistricts A, D and B are included in the WLJ district. This district is largely undeveloped and is characterized by a mix of agricultural, rural residential and open space uses with the rural residential areas utilizing individual sewer treatment systems. There is some commercial usage along the US Highway 169 corridor. The MCES connection to Chaska passes through this district. Similarly, to the SLJ District, the proposed future alignments within the WLJ District are consistent between the two alternates. Two lift stations are proposed within the district, of varying sizes. The alignments connect to infrastructure from other districts, extending to the southwest toward MN Highway 41. The two lines connect in this area and continue to the south to service other areas. �Imi �u 'I'muiii'l1 llll 11'11°1 11""",.., IIII 11,,,E„5 ::'01"1 b I": 1111 (1,,,,,,,,,,,,i 117 1:0„ 11"11"1 it""/ 1 3,1 a ri d :7 1.1:: 1 i slot ton m ( post -I, c e tli s: to sites 11:ind ,,,,,,,,,lI� 1,11,1cito?r i:7 31:tril:::iff./"".eorri e "III littriletrec:Im WW I e 13 i:: :lies I1 live e i1 the int e I e e „ws ItrlI I�'errt:1/I to I I pertrulti I :is I, � , u I ul, 1,1111 The study area is located within two watershed districts, the Lower Minnesota River Watershed District (LMRWD) and the Scott Watershed Management Organization (Scott WMO). Subdistrict D of the study area is located within LMRWD, with the remaining Subdistricts located within the Scott WMO. Areas within the Scott WMO are divided among the Mill Pond and Louisville Subwatersheds. The Mill Pond Subwatershed flows to the northeast, toward existing city limits. The Louisville Subwatershed flows to the west, toward US 169 and the Minnesota River. Similarly, the areas within the LMRWD flow to the west toward the Minnesota River. A Local Surface Water Management Plan was completed for the City of Shakopee in 2019 to evaluate existing surface water management needs and future considerations. This analysis includes a comprehensive assessment of surface water issues for the entire city, including water quality, stormwater and flooding rate control, and resource impacts. This analysis also provides detail of the considerations that should be included within the study area. The city will continue to address systemwide issues holistically, while mitigating potential impacts from development within the study area. The City's existing stormwater system does not extend into a majority of the AUAR study area. The stormlines are currently constructed in the southern portion of Subdistrict G. Infrastructure will be extended into the study area as warranted to serve new development areas. In addition to the stormwater system infrastructure, ditches are used to manage stormwater. The City will continue to work with the MPCA to review stormwater management tools and required permitting (e.g. National Pollutant Discharge Elimination System (NPDES) and General Construction Stormwater permit (CSW)). The stormwater system will include methods to reduce the volume of stormwater discharge such as infiltration, reuse, and harvesting. The Upper Valley Drainage Ditch is a regional facility located south and north of US 169 and east of Old Brick Yard Road. This facility does not have the capacity for increased drainage from future development. Jackson Township Annexation Area Alternative Urban Areawide Review 19 February 2020 Page 110 of 617 The City of Shakopee will work with the watershed to evaluate the capacity and water quality improvements needed at the facility as development in the study area occurs. As development occurs within the study area, stormwater management tools will be deployed in accordance with the city's Stormwater Management Plan requirements (§54.15). As development plans are refined, developer and City/watershed staff will work together to refine the stormwater management plan, including the sizing and location of ponds and the implementation of the proposed Best Management Practices. The Minnesota River throughout the study area is impaired for turbidity and other construction -related impairments. The MPCA continues to monitor turbidity within the river and developed the Minnesota River Turbidity Total Maximum Daily Load in 2012. Best management practices will need to be deployed during construction for any areas that drain to the Minnesota River per the existing CSW Permit. IIIII IIIII°1111111111 °"""� IIIIIIIIII °' IIIII °11111)IIIII le e III IIes bc? the la5;erIII Ie(Iinclorirr tent. luifonrleettirm to an existirig qIli stappl.).„ iiit,mti:n �""" II" II" I II IIIII �� � ���� I � � �� � �II�II � ��� °� ����� I� � � �� � �� ��� � � �� � .� � n ��I �I cu II� � II� III ��°' II�" I�. „W I III„� �� I � �� �� I II ������������ ���������� �����°��� ���o �m��� : III„ �� � I' l�°�,�u ������ � �� � ���� � I�I��^ I���� ������ ������ eI ��� � � ���„� �� � ���� � � ���������� ������ � �� ���� �'�� �� ���� ����� � ���'��� ��; � ���� ��������� rI I (°gyp n i � � ti p k:tic) r i . A majority of the study area is not currently served by municipal water, and water supply is provided by individual wells. The southern portion of Subdistrict G is the only portion of the study area connected to the City of Shakopee's system. There are two existing city wells (Wells 20 and 21) located to the east of the study area that service the surrounding area. The extension of water utilities is needed to support development of the study area. An analysis of the projected water use for the study area was completed using land use assumptions. These use assumptions align with those described in section 7 of this document and assumes a full build out of the study area. Results of the land use based water demand projections are presented in Table 7. The timing of development is strongly dependent on market forces; therefore, the yearly water use projects provide a reasonable estimate of planning period demand while the land use projections help to understand the total ultimate water system needs independent of time. The Comprehensive Water System Plan reviews the water projection needs based on the 2040 growth assumptions included within the Comprehensive Plan. The land use growth assumptions were used to analyze the future water system needs for the full buildout of the AUAR study are. The hypothetical water needs for the AUAR subdistricts are outlined in Table 7. Based on drought year 2012, average day water demand with full buildout could reach a potential of 9.0 MGD, with a maximum day demand of approximately 25 MGD. The development of this parallel land use based water use project revealed estimated demands that are in line with the population based water use projections. Jackson Township Annexation Area Alternative Urban Areawide Review 20 February 2020 Page 111 of 617 Table 7: Study Area Future Water Supply Needs Land Use Existing Acres Full Buildout Acres Projected Projected Estimated Estimate Full Full 2012 AD 212 AD Buildout Buildout Water Use Water use AD Water MD Water (gpd/acre) (MGD) Use Use (MGD) (MGD) JJ Residential Low Density Residential 2,644 7,118 540 1.43 3.84 10.64 Medium Density Residential 517 621 2,000 1.03 1.24 3.44 High Density Residential 88 94 5,400 0.47 0.51 1.40 Non -Residential Business Park 108 129 675 0.07 0.09 0.24 Commercial 547 625 675 0.37 0.42 1.17 Entertainment 356 543 500 0.18 0.27 0.75 Industrial 1,136 1,541 675 0.77 1.04 2.88 Institutional 344 368 675 0.23 0.25 0.69 Mix Use 68 99 675 0.05 0.07 0.19 Open Space 124 1,700 0 0.00 0.00 0.00 Parks 222 483 100 0.02 0.05 0.13 Existing �1 IIII �III�I � City Limits Total 1/!!!!?1 6,153 ppm! 13,322 "I -- 4.65 7.8 21.5 Subdistrict A 0.118 0.33 Subdistrict B 0.269 0.74 Subdistrict C 0.124 0.34 Subdistrict D 0.219 0.61 Subdistrict E 0.031 0.09 Subdistrict F 0.000 0.00 Subdistrict G 0.053 0.15 Total AUAR Study Area 0.81 2.25 Additional Sections of Jackson Township AD MD Subdistrict E 0.209 0.58 Subdistrict F 0.238 0.66 Total IIIIIIIIIIIIIII IIIIII1i AUAR f Study Area vo /I mil i 1 f l I ll fffffl 0.45 ) p y� I (I 1.24 "IR t f i Jackson Township Annexation Area Alternative Urban Areawide Review 21 February 2020 Page 112 of 617 A comprehensive analysis of Shakopee's water system was completed to identify future system needs to respond to the updated project need. This analysis, combined with the forecasted demand totals, provides insight on the additional system needs to service the AUAR study area. Additionally, it reviews the water supply and water quality concerns. tu m p Ir nt The Water System Plan analyzed future system needs throughout the entire water system to continue to provide quality service. Improvements were identified within the AUAR study area to service future growth. Two wells (Well No. 23 and Well No. 24) were identified within the study area to reduce dependency on booster stations and support diverse redundant operation. Well No.23 and Well No.24, would be located in the Second High Zone (West) and would work in conjunction with a new water tower serving the Second High Zone. These wells would normally serve the Second High Zone, but due to their location in a higher pressure zone, they could also easily feed water to the lower pressure zones by gravity. Additionally, the construction of these wells near each other would allow for them to share a common pump house facility. Both Wells 23 and 24 are located in the Prairie du Chien -Jordan aquifer, which has the capacity to continue to provide adequate supply with increased development. As wells are constructed, SPUC will work closely with the MnDNR to ensure the proper assessments and infrastructure needs are included. Two observation wells may be required with the construction of Well No. 24 to monitor the sustainable of use of the Prairie du Chien -Jordan aquifer. Additionally, a Well Construction — Preliminary Assessment must be completed prior to the construction of the well. The construction of additional water storage is also needed to support future development in and around the study area. There are currently no water storage systems located within the study area. A 750,000- gallon elevated storage tank with a future booster station is recommended at the future Well 24 site. Additionally, new 12" trunk watermain will need to be extended throughout the study area to provide service. Water supply to individual properties or developments will be extended from the trunk system and designed to support future development. 5; 111111 °°°�° ��61,11'I IIIIPIIII�. �. �m lu.uum I iHui ��� EuIII � o V �wl� � �r s ; c al ell' "�n iI:, terciti �V �� IIih eIleiw es such I�� iI I iinir� io, ""l I intill, joie an :n f..,,,,,, nt hti tic r 1',:„ rE!ci r 1 g 11,::� il cl le I o title rer, t:if I . III 1: LI „'I^d i ra ri sn (1,:iir-f..,,,,,,ct 1,E,! rill,o ri r'iL.,,,, r:7 et��sicecd,;(1""/ 1I II �I tue (Is), including � Iu ht� �I� �I���Iany d �I �� � I I I II i,:I tilt-- �w�l�°��� �����s�� ����� �������� �������flair', ������ ��������� ����������� ����� �I ���������� ���� ��I u� I°� ������ ���������� tied�� ��������� ��� ������ �� rri �� �r1:1„�����; ur -- „�����; to IsiI stcl (I s g I:mI1i Ici b le (lit l'irwn citt t/es �a � h ° t- W��lII �e '���I I���� w � �� � ItI�I I u we'd Yrt IDhcCLISS /r II�ailie �IIEI rc! coes°"ow�III "� �wI�°I II°° � ItI I�II��� � °"� � �t ��i� iti till?�;e w�� ���w;j tit/at' er e � d c�n� I I „ '� rat) e I.)(xeI„I .� �II� mestir '00 c e II eue "" E"� �' ICr)(E'� .S/C1 E � E! "���� � ����I��� I,�I� �I I� °E "� em � I lull' I� I, I, I, � Vu VI, I„ � I lip w I,..... lip I, I� � II�IIIII°.�IuII�III� �I I� �w�I �I��� �� ��µl� ���°�� ��w� I�° � ��� �� I .� .��� �III� ���IL,IIIIIIII°L III ���IIII I ����I� nt l,ciredging,cilliing,stri1000" I ill ( III ' �u� :tilt�� I I� ' � ° �� "' lily° lid°" � II t"" we '° � �� I c(I tiri a � II, � � III � �� I � �� II u� "u� u I "0IV u u u tit ����II ��°wl a �I� IIII�° I�° � I �I� III �I �° I I�°t�;I 'eetas I ues t 9 °II � iI c°„I�Iw Itn I ° � �°�I ��, w w w � II� �w'" �� including II, �I � II � III III � I� I I, I, I� I� I I, I I, � I I � I I� � I I I u, I, n'' „pil � � � ^u,� �I �I �� I I I d �I �I II IIII � �II . Lc cy uo� ��Iul, I ^ulI�� �� I� � I �� ��'tint II ^II � �„ul� � I type �u �%etroll' Jackson Township Annexation Area Alternative Urban Areawide Review 22 February 2020 Page 113 of 617 The development scenarios discussed within item 6 of this AUAR discuss the development of acres of residential and commercial development within the study area. This development not only proposes the site development of these various uses, but the construction of roadway and utility infrastructure to service the growth areas, all of which require earth movement. While it is premature to determine the specific amount of earth movement required for the development proposed within the study area, typical earthwork recommendations are that the topsoil and soft alluvial soils within the study are be removed prior to construction. A detailed site grading plan shall be required for review by the City as specific developments are pursued within the study area. This review will identify additional actions, mitigation and permits specific to the earth movement of the specific site. Best management practices (BMP) will be used to manage erosion and sedimentation throughout all phases of project development. Examples of BMPs that may be used include: • Construction of detention ponds prior to site grading to reduce and contain construction related sediment/runoff. • Installation of erosion control measures prior to start and use throughout construction activities. • Paving or vegetation of all disturbed areas after construction to reduce exposed soil surfaces. • Preservation of existing vegetation along existing water bodies to maintain existing buffer. During the development and review of specific site grading plans, specific erosion control practices will be identified as required by the National Pollutant Discharge Elimination System (NPDES) permit for the City of Shakopee. 12. Contamination/Hazardous Materials/Wastes: III m IumuWi III Illmmpl m Potential environmental hazards and agricultural chemical contamination sites were reviewed using the Minnesota Pollution Control Agency (MPCA) and Minnesota Department of Agriculture's (MDA) What's in My Neighborhood? Interactive mapping tool. Tables 8 and 9 identify potentially contaminated sites identified within the study area based on information available from the MPCA and MDA databases, respectively. Figure 21, Attachment A depicts the locations of these sites. Upon review of the MPCA and MDA database results, a number of sites were identified as outside of the study area and possibly misidentified. These sites have been identified in the table below with an asterisk. Table 8: MPCA Known or Potentially Contaminated Sites Site Name ID No. Site Type Active Holiday Stationstore #246 MnDOT Theis Auto Park Place Storage Condominiums Bryan Rock Products Inc Johnson Memorial LS0007887; LS0019058; TS0014398 VP17830 C00049349 13900029; M N D007797046 Jackson Township Annexation Area Alternative Urban Areawide Review 23 Multiple Activities Brownfields, Voluntary Investigation and Cleanup Construction Stormwater Multiple Activities Yes Yes Yes Yes February 2020 Page 114 of 617 Site Name Bonnevista Terrace Manufactured Home Com ID No. MN0051985 Site Type Wastewater, Municipal SDS Permit Active Yes Contech Engineered Solutions LLC LS0014168; MND982221194; MNR0533G6; MNR05384X Multiple Activities p Yes Wheeler Lumber LLC* MN D985742295; MNR0536VR; MNR0538TY Multiple Activities Yes Shakopee Mobile Home Park LLC MN0057967 Multiple Activities Yes Diemold Tool Inc* MND985687144 Hazardous Waste No Fritz Cabinetry & Furniture MNR000019653 Hazardous Waste, Very small quantity generator Yes Jimmys CRC - Shakopee MNR000057026 Hazardous Waste No Anderson Bus Co MN0000692228 Hazardous Waste, Minimal quantity generator Yes Tbk Auto Body MNR000024489 Hazardous Waste, Very small quantity generator Yes Former SuperAmerica #4439 LS0014045; LS0020854; MNR000019281; TS0019404 Multiple Activities Yes Appliance Service MND082520461 Hazardous Waste, Very small quantity generator Yes Hardrives Inc MND981201114 Hazardous Waste No Ditch Witch of Minnesota Inc - Shakopee MNR000077263 Hazardous Waste, Very small quantity generator Yes Basset Cultured Marble & Granite LLC 13900111; MNS000102483 Multiple Activities Yes Master M oto rwo rx MNS000115725 Hazardous Waste, Minimal quantity generator Yes Pcocs Pero Locos Autobod Y MNR000067026 Hazardous Waste, Minimal quantity generator Yes Quality Heating & Air Services Inc MNS000166058 Hazardous Waste, Minimal quantity generator Yes Shakopee Veterinary Clinic MNS000158618 Hazardous Waste, Very small quantity generator Yes Jackson Township Annexation Area Alternative Urban Areawide Review 24 February 2020 Page 115 of 617 Site Name Ron's Mechanical Inc ID No. MNS000162172 Site Type Hazardous Waste, Minimal quantity generator Active Yes Urzua Auto Repair Inc MNS000170456 Hazardous Waste, Very small quantity generator Yes Moms Landscaping & Design LLC MNS000159657 Hazardous Waste, Minimal quantity generator Yes Johnny's Auto Sales & Repair MNS000205765 Hazardous Waste, Very small quantity generator Yes Zeus Off Road MNS000307712 Hazardous Waste Yes Ace Auto LLC MNS000307856 Hazardous Waste, Very small quantity generator Yes Roger Plekkenpol Farm 139-104488 Feedlots Yes MN River Valley Industrial Park - Mods a p C00027966 Construction Stormwater No TH169 Crossovers C00048755 Construction Stormwater Yes Dueco TS0054629 Aboveground Tanks Yes Autumn Acres C00006117 Construction Stormwater No SP 7005-57 (TH 101) B ass Yp C00003313 Construction Stormwater No Cargo Van -Go Inc MNR000067181 Hazardous Waste, Very small quantity generator Yes Ditch Witch Of Minnesota TS0119741 Aboveground Tanks 8 Yes Econo Used Cars MN0000341271 Hazardous Waste, Very small quantity generator Yes Scott County Substation C00038127 Construction Stormwater Yes Wheeler Consolidated Inc LS0019945� TS0055200 Multiple Activities Yes Shakpoee Vet Clinic C00053451 Construction Stormwater Yes Patriot Auto Sales LS0015522 Petroleum Remediation, Leak Site Yes Ed Breeggeemann Farm 139-61019 Feedlots Yes Mobile Manor Drive C00046323 Construction Stormwater Yes TH 169/TH 41/CSAH 78 DDI 147th St. Over ass p C00048331 Construction Stormwater Yes Midwest Recycling Solutions PBR000957 Solid Waste, Permit byRule Yes Jackson Township Annexation Area Alternative Urban Areawide Review 25 February 2020 Page 116 of 617 M N R000042820; MNRNE3586; MNRNE39JV M N R000052795 Site Name ID No. Site Type Active Allen Advertising Products Multiple Activities Westin Marine Shakopee Hazardous Waste, Very small Yes p quantity generator Yes SP 7005-107 (CP T169- 03) Countryside 2nd Addition R&R Marine MnDOT Residential Acquisition 2008 Airport Improve - Granit Falls* Randy LaTo u r Farm DUECO - Shakopee *Sits p.tent ally I, cat C00035820 C00050923; SU B0052855; SU B0053389 Construction Stormwater Construction Stormwater No Yes C00052986 LS0006551 C00026334 139-60863 Construction Stormwater Petroleum Remediation, Leak Site Construction Stormwater Feedlots Yes Yes No Yes u C00027546 Construction Stormwater utside study rea. Source: IMliiinlinlesota Pollution Control Agency.. What's N y Neighborhood geospatiall dat« .. Accessed April 26,, 20.1....9„, Table 9: MDA Known and Potential Sources of Agricultural Contamination Case File Name Superior Minerals Co. MMCD Unknown Yes Case File No. Investigation Type Contaminant Status 96-0253 Emergency Fertilizer PLK101063294 PLK101000540 Emergency Emergency Pesticides Unknown Closed Closed Closed The potential for soil contamination from residential, retail and office/warehouse uses are considered relatively low. It is not expected that the storage or handling of hazardous materials or chemicals will be included as part of the study area that could then contaminate the ground water. For structures and uses that are found to house chemicals or hazardous materials, the property federal, state, and local laws regarding the handling of materials will need to be complied with. Jackson Township Annexation Area Alternative Urban Areawide Review 26 February 2020 Page 117 of 617 IIIIIIIII IIIIII The various land uses proposed for development within the study area have varying generation rates for solid waste. As a nation, solid waste was being generated at an average rate of 4.48 pounds per day per capita in 2014. Residential developments generate individual municipal waste at different rates. Utilizing California Statewide Studies, the following daily waste generation rates can be applied to each land use type: • Office/Industrial/Warehouse —10.4 pounds per employee per day • Retail — 9.8 —pounds per employee per day • Households — 2.5 pounds per day per individual The development densities discussed within item 6 defines an estimated number of employees and household population in the study area. Table 10 calculates the estimated municipal solid waste generation each day for the study area. Private contractors will haul municipal solid waste. Table 10: Estimated Municipal Solid Waste Generation Use Industrial/Office/ Warehouse Waste Generation per Day 10.4 Ibs per employee Estimated Employees/ People 8,305 Estimated Waste Generation per Day (Ibs) 86,372 Estimated Waste Generation per Year (tons) Retail Household 2.4 9.8 Ibs per employee Ibs per person 1,594 5,467 15,621 13,121 31,526 5,702 4,789 Estimates are also available for the generation of recyclable materials for both commercial/industrial uses and residential uses, as shown in Table 11. These estimates break down the different types of materials that are typically generated. Table 11: Typical Recyclable Materials Recyclable Mixed Paper Materials Industrial/Manufacturing/Retail Percent of Waste Stream 6.1% Tons per Year by AUAR 2,271 Residential Percent of Waste Stream 6.4% Tons per Year by AUAR 306 Ledger Paper 4.2% 1,564 1.5% 72 Corrugated Cardboard 10.2% 3,797 3.5% 168 Newspaper 2.6% 968 5.3% 254 Organic Compostable 29.5% 10,982 26.4% 1,264 Jackson Township Annexation Area Alternative Urban Areawide Review 27 February 2020 Page 118 of 617 During construction of the various areas within the study area, construction debris and recycling will be separated to the extent possible. Debris that cannot be recycled will be sent to a demolition/construction landfill. Materials that may be recycled include crates, cardboard, concrete, asphalt, metals, wood, drywall, and brick. Limited use of some hazardous materials is anticipated for the construction of the proposed development. The City will require that the contractor comply with applicable environmental regulations and requirements for use, storage, handling and disposal of any such materials. t„„re„ss° i (1 be relates! t to the hlbitpt types bt highligfitte ti in the ciii!icl„/„!,,,,;„!,,,,,;/1/1111, Two DNR public water wetlands (117W and 254W) and two DNR public water basins, Nyssen's Lake (116P) and Gifford Lake (118P) are located within the AUAR study area. Two DNR public watercourses, the Minnesota River and Chaska East Creek, are in close proximity to the AUAR study boundaries. Fish populations are present in these public waters. Figure 22, Attachment A illustrates these public waters. The majority of the land in the south and east of Highway 169 (Subdistricts A, B, C, E, F, and G) has experienced previous disturbance (e.g., agricultural, rural residential development). However, the bluff area within subdistrict A is generally undisturbed by development. Long range planning efforts preserve this area from future disturbance. North and west of Highway 169 several industrial and commercial developments are located along the Highway 169 corridor and railroad line. The Minnesota Valley State Recreation Area is located within the northern portion of the AUAR study area and is adjacent to the Minnesota River. The Minnesota Valley State Recreation Area is comprised of floodplain marshes, wet meadows, fens, and lakes that support wildlife including white -tail deer, red and grey fox, raccoons, mink, muskrat, wood duck, beavers, and other various species. The wetland, woodland and open water within the Minnesota Valley State Recreation Area provide the major natural habitat for fish and wildlife species in the AUAR study area. Jackson Township Annexation Area Alternative Urban Areawide Review 28 February 2020 Page 119 of 617 Ebe 0I w,,,,,!ees s u l',:' 11 w.;e. to-- 11,!it l'o 0g 2. " III w,,,,,!1:edors :i l02 „IIII p; w 257/ w �s l, �...t..21w� �° �� " .::wel w �w .� _ .� � „IV � � �w,lli .�� ��V �; � „°�I��� w �I w�Ili w .� iw? „p�I �I � wu a1�I°� ww(ww�I �w� ���� w� � � 1"2�IIw h:o Ir w� ° �� �,�w °I (limy1��� ° �I1 �il� lc:I� �i�:11 HI wi °1�o: letter'7w):: .� �I1:�ww�l I t, �1ws t„J rove)", oII1I::s :�„ �„ , 1„I I �It,' cteI wilirIiw II u' Ir.)"0:�s i th 16 hi 1 111111 IllouuumlllwllIV ouumuulwl1 , 1 wwuuuuuuwmIppmuoi (Ili liiiiiwwouuumull ' dnwwI0� ouuumulllwIIIII "w„wuwuo,.w ww� According to the DNR's review of the Natural Heritage Information System (NHIS) database, rare features are located within a one -mile radius of the study area. Attachment C includes correspondence from the DNR (Correspondence # ERDB 20190293; dated April 24, 2019). Rare species within a one -mile radius of the study area include: • Butternut (Juglans cinerea), state -listed endangered plant • Little brown bat (Myotis lucifugus), state -listed species of special concern • Big brown bat (Eptesicus fuscus), state -listed species of special concern • Lark sparrow (Chondestes grammacus), state -listed species of special concern • Purple martin (Progne subis), state -listed species of special concern Ili utt ^ rn ut Butternut (Juglans cinerea) was documented within the Silver Maple — Green Ash — Cottonwood Terrace Forest native plant community in the Minnesota Valley State Recreation Area in 1994. This species is very susceptible to a lethal fungal disease, butternut canker (Sirococcus clavigignenti-juglandacearum). Per the DNR's review of the study, tree removal must be avoided within the Silver Maple — Green Ash — Cottonwood Terrace Forest native plant community within Township 115N, Range 23W, Section 9. A rare species survey may be required for any future development impacting this native plant community. Liiittl r n t n r n D,t Little brown bat (Myotis lucifugus) and big brown bat (Eptesicus fuscus) species have been recorded in the vicinity of the study area. These species typically hibernate in caves and mines during the winter and roost underneath bark, cavities, or crevices of trees and structures such as bridges and buildings during the active season (approximately April through October). Development activities that may impact these species include, but are not limited to, wind farm operation, any disturbance to hibernacula, and destruction and degradation to habitat. The DNR recommends tree removal is avoided during the pup rearing season (approximately June through July). L irk f rr n Purple rtiiin The lark sparrow (Chondestes grammacus) has been documented in the vicinity of the study area. Typically, this bird species is found in open, grass land areas with scattered trees and shrubs. Purple martins (Progne subis) have been reported in the vicinity of the study area. Purple martins nest in colonies typically near water. In urban areas, this species nest almost exclusively in nest boxes, whereas in rural areas they are found nesting in cavities, such as woodpecker holes. The DNR recommended that future development activities avoid disturbance to undisturbed grassland areas and tree and shrub removal from May 15th through August 15th to avoid impacting nesting birds. Jackson Township Annexation Area Alternative Urban Areawide Review 29 February 2020 Page 120 of 617 uuumum �uuppl � uuuuuu uuu"m� � uuuumuillll Ipuu"" muummllllll wuvuu puumu� pumioll d muuu° d umu �° mlmmool m puuluo lumuu mu IVumuu� Ilipu""" uumumillll uuoluµ � uuui ��I�III R Illul I III IIIIII 6 IIIII 111 �� IIIII �I II III IIIIII �����6 11111 i IIIIII' II111�����II ,11111111111 IIIIII II1.1.1I�I IIIII ' 11,11,111:��III u.�llll � I� III IIIII The IPaC project planning tool provided by the U.S. Fish and Wildlife Service (USFWS) was used to identify federally -listed threatened and endangered species that may be within or near the study area. Attachment C includes the results of this resource tool. Federally -listed species identified from the IPaC search include: • Northern long-eared bat (Myotis septentrionalis), threatened • Rusty Patched Bumble Bee (Bombus affinis), endangered Mirth ern L!nEirf Jt The DNR maintains a list of all townships containing known northern long-eared bat roost trees and/or hibernacula. The most recent version of this list, dated April 1, 2019, indicates that the study area is within a township which contains roost trees (T115N R23W). Under Federal 4(d) Rule for conserving the northern long-eared bat, the USFWS may regulate tree removal or other activities if they are conducted: • Within a 1/4 mile of an entrance to a known northern long-eared bat hibernaculum. • Within 150 feet of a known northern long-eared bat maternity roost tree. `..uf t Pith u11 i l A small portion of the AUAR study area near the Minnesota River and Nyssen's Lake public water basin is identified as a high potential zone for the rusty -patched bumble bee. Additionally, the southeastern portion of the AUAR study area along CSAH 15 is within a high potential zone for the rusty -patched bumble bee. „1111,11R Gob:1:7r 10,000 e Far' o e' IIIII III0° irluti,:vrticootti(;rhpICIrepc)rts v e II � ' „II� I„ I, I� w I, I„ � I I, „II I I �: � ���.. � IIIIII � w� Icw� �� � „ � w I�,. �,. � III :� � � � � � � �Iw � � � � � I, � �' uu W uo' I IIIIII I I 'I II I I I I I I I� I I � I � � I I I I I � I I � I sotell I Il�u� wl Ilpll' w VpV" d VVI' w :II��n �: ��Iuuw III ��I� u."� :: � �I �I � �� ��� .��I � � ������ I� ��II I �Illw;m 111 ,111 1s���� ����s the �� �,� ��I s (7iI���Irare �� � "� �; �tile ����7: I��)p iI:otI,: � I the ������� lu���� ������� ������� IIpV ������Vu p„ �� ������� � "����Vu �����Vu IV, I.,.., �w ����Vu ��II �� �I ��II I������������� �������� ��������� � ������ ���� ����� �°���������� ��I I������ ��°��������� ������ ������� ��������� �����II ������� �����I ������I� �I �������� ��� ������������� on ���� �°����� ����������������� ��������������� ������� ���� ���u�l ����°������ �������� ��I "� �������� °����� ������ ������� ���� .III '.�� .�II �II'�� � I, I ���'� t o a /I ui E7c as a r.e � I �I I ���I uu, isire °�� �� � �w�° i?rr� � .e I If„II IIm l I Is 17us" EIj��� „ � I I � I I �� II� II� II � I I �I I .III �II�� � ° � � ° � III � � � I � � � nunI I 177,77e rI �I(e °l�µ ��.� e�II�� :tri th its �� I�Iectin(1° ��w � 7 uuuu r Vuuulluw uuuu'uvy mm I �r � umuwwy uuu.um ,III� i wuvuuu puum puum uuup muuoluW muup°°III III muummllllll I uuolul muummllllll �uumum uuup mwuumm IIIII IIIII IIIII v VumuuV a muum IIIII Vumum luuuuul uu� uVi IIIII muummlol mi �uu I� IVumuuV mull) VumuuV uV �uu IIIII s IIIII mu �^ pumui The northern portion of the AUAR study area primarily within the Minnesota Valley State Recreation Area is located within an area identified as a Central Region Regionally Ecological Significant Areas (CRRESA). CRRESA sites represent ecologically significant terrestrial and wetland areas within the seven -county metropolitan area based on a landscape -scale assessment conducted by the DNR Central Region. CRRESA sites are ranked as moderate, high or outstanding ecological significance. The CRRESA site within the northern portion of the AUAR study area is considered to be of outstanding ecological significance. A second CRRESA site is located east of CSAH 69 (Old Brick Yard Road) and south of Highway 169. This CRRESA site is comprised of disturbed woodlands adjacent to cropland and rural residences. Four Minnesota Biological Survey (MBS) sites are within the AUAR study area and are concentrated northwest of Highway 169 largely within the Minnesota Valley State Recreation Area. Three of these sites Jackson Township Annexation Area Alternative Urban Areawide Review 30 February 2020 Page 121 of 617 are ranked as below minimum biodiversity significance thresholds and one of these sites is ranked as moderate biodiversity significance. Based on a review of the study area by the DNR's Regional Environmental Assessment Ecologist (REAE), areas within and surrounding the Minnesota Valley State Recreation Area contain native plant communities and wetlands. Development within these areas would be of concern. Attachment C includes correspondence from the DNR REAE. Per the DNR's Natural Heritage Information System (NHIS) review of the study area, the following measures are recommended to minimize potential impacts to biodiversity areas: • Minimize vehicular disturbance in the area (allow only vehicles/equipment necessary for construction activities) • Do not park equipment or stockpile supplies in the area • Do not place spoil within MBS Sites or other sensitive areas • If possible, conduct the work under frozen ground conditions • Use effective erosion prevention and sediment control measures • Inspect and clean all equipment prior to bringing it to the site to prevent the introduction and spread of invasive species • As much as possible, operate within already -disturbed areas • Revegetate disturbed soil with native species suitable to the local habitat as soon after construction as possible • Use only weed -free mulches, topsoils, and seed mixes. Of particular concern are birdsfoot trefoil (Lotus corniculatus) and crown vetch (Coronilla varia), two invasive species that are sold commercially and are problematic in prairies and disturbed open areas. mug I�II Vuuuo IIIIIVII Ii IIIIIIIII umoum m1011 ow Several native plant communities are located within the northern portion of the AUAR study area primarily within the Minnesota Valley State Recreation Area consisting of bulrush marsh, red oak — sugar maple — basswood forest, sedge meadow, silver maple — green ash — cottonwood terrace forest, spikerush — bur reed marsh, and willow — dogwood shrub swamp. Calcareous fens have been documented north of the study area in Carver County (ID# 14498, 20975, and 20977). These fens are separated from the study area by the Minnesota River. State -listed threatened plants have been documented within these fens included: • Sterile sedge (Carex sterilis) • Beaked spikerush (Eleocharis rostellata) • Edible valerian (Valeriana edulis var. ciliate) • Whorled nutrush (Scleria verticillata) • Hair -like beak rush (Rhynchospora capillacea) • Steam parsnip (Berula erecta) Pursuant to the Wetlands Conservation Act, authorized by Minnesota Statutes, section 103G.223, calcareous fens may not be filled, drained, or otherwise degraded, wholly or partially, by any activity, except as provided for in a management plan approved by the DNR. Calcareous fens are dependent on groundwater hydrology and can, therefore, be affected by nearby activities or those several miles away. Jackson Township Annexation Area Alternative Urban Areawide Review 31 February 2020 Page 122 of 617 Any development activities that might affect groundwater flows, including groundwater pumping or discharge may impact these calcareous fens. If future development may result in direct impacts or indirect impacts through the alteration of hydrological conditions, the DNR must be contacted before the project is initiated and a rare species survey would likely be required. 14. Historic Properties: �I� e II. 7 lu VI, ' ° I,...... � IIpWI I„ e VIA III . � ul �� I w i � �� I w �I �� �� �I � '� III �u uV a III I ��°°'.. �� �u I I. d I,li to lull �I5ite. in e� .1II his I: Ie cgt:�w.11� I� � Iv I� � it-(inn,,,;„IIIeII�� I1wIs„lilt ittc7 :in letter „III, :7eiv iti w I, ? I, i 5 � I t I, � ! I 0 � � I, � I,� I, � I, II� I I � I, I�� �°°�II II fi ����� u��� ���� I� ���� � I��"���' �„ � 4 �' ���I n��� � and ��I � � � � � om ��� � ���'�� � � �III.� I�����I �����I � � „ �, N iiiw� u„ �, I,. ;fater mit ii � w �'i ` k"� :" � III'.;;'" io, I,,.. io � i„ � � II II uthI I I �� � IVI u � �� IIIIIII'I �� uI�II'�Il,uii���„ ���Vu��� o� uI�I �I�III!� �� � IIIII�� � �� � ",� u�„ �I��� �� � I� ��I a Iu������ I I rl � I, � e� ""'911, 911, I. � re ""'11, e I, ""'911, IIII� � �� a I� �� II� � try- rue ��� �I� of �ww� u� � �� ��w�� �� w �.�''IIVs�il� appropriate „� s I,, "IW u„ � IV, li I � I„ �, lu in e Ills '� �I I� ��I, III � � �� issite III wwlw II ° , must i rip. e , g 11' is 'wry pc: n s iderltillitil. An initial review request of the Minnesota Statewide Inventory Database was submitted to the Minnesota State Historic Preservation Office (SHPO). Tables 12 and 13 tabulate the results of the inventory request within the AUAR study area. Figure 23, Attachment A illustrates the approximate locations of historic and archaeological sites within the study area per the results of the inventory database search. As development proposals are defined, Phase 1 archeological surveys should be completed within the study area due to the location and results of the SHPO inventory review. Table 12: MN SHPO Database Inventory Results — Historic Sites Inventory No. SC-JAC-002 Site Name Strunk- N ysse n Brewery Complex Ruins TRS T,'�,,,,, ,l,,,,, IN , R23W, ,J,,,.,J,,,. Quarters NE -NW -NW NRHP Status C ns iii i e red eligible SC-JAC-003 Strunk-Nyssen House T115N, IR23Wy 11 SE -NW -NW NRI-NP listed SC-JAC-006 Jackson Town Hall ,,,, l...,, ° ... IN , R 23W, ,,,.4" SE -SE -SE SC-JAC-007 Stone House T115N, IR23Wy 10 SW SC-JAC-008 Wellens Farmstead T.1...,,i,,,,, IN, P23W, ,,,,I, , SC-JAC-009 Macllister House T115N, IR23Wy 10 SC-JAC-010 ECSY Partnership House ,, .1..,,, , ,,,,, IN , IR 23W, ,1,,,.0 SC-JAC-011 Ferrozzo House T115N, IR23Wy 15 SC-JAC-012 Ko este rs House [.1..,,,1,,,,, IN , R 23W, .15 SC-JAC-013 Weckman House T11SN, IR23Wy 1 SC-JAC-014 farmstead T,J,,,,,.1,,,,, IN , P23W, 11,,,. SC-JAC-015 Commercial Building T11SN, IR23Wy 15 SC-JAC-016 Auto Depot ,,,,,[111SIN, R23W, 1,,,. SC-JAC-016 Auto Depot TIISN, IR23Wy 15 SC-JAC-017 Farmstead F,1,,,,,1,,,,, IN , R 23W, 1b Jackson Township Annexation Area Alternative Urban Areawide Review 32 February 2020 Page 123 of 617 Inventory No. Site Name SC-JAC-018 SC-JAC-004 TRS Quarters Farmstead T11SN, R23W, 15 Roehl-Lenzmeier House ,,,r: `, III, R23W, III NRHP Status rir e rllly III iii edl Rem vedl 6/ ,1,,,,, ,1/3 SC-SPC-067 SC-SPC-070 SC-SPC-089 SC-SPC-090 Lime Kiln Ruins (razed) Bridge No. 6684 Bridge 6884 Bridge 6885 T11SN, R23W, 2 R23W, 2 T11SN, R23W, 2 R23W, SE -SW SE -SE Table 13: MN SHPO Database Inventory Results — Archaeological Sites Ilf;;;;;;;;,,,,,, III......... Site No. 21SC0026 Report No. THY-73-01 Site Name Malkerson TRS fl..,,,1,,,,, III, R23W, ° "- Quarters S11E SIlf11111;: Description I1111:::::;:aiirtllhwsrllk 21SC0026 MULT-79-06 Malkerson T115N, R23W, 9 SE -SE I rthw rlk 21SC0026 M U LT-93-01 Malkerson ,,,r, ,.15III, R23W, 9 SIlfE"""SIlf11111;: Ilf;;;;;;;:aiirtllhwrllk 21SC0026 SC-00-01 Malkerson T11SN, R23W, 9 SE -SE Earthwork 21SC0026 THY-80-01 Malkerson ,,,,,r1,,,,, .1.....5IN , R23W, 9 S 11E S Ilf11111;: Ilf;;;;;;;:a rtllh ws irk 21SC0026 MULT-94-13 Malkerson T11SN, R23W, 9 SE -SE Earthwork 21SC0026 MULT-79-06 Malkerson ,,,,,r,1,,,,,1,,,,, IN , R23W, :1.11 SW -SW Ilf;;;;: iirtllh w w rllk 21SC0026 MULT-93-01 Malkerson T11SN, R23W, 10 SW -SW IE i h rlk 21SC0026 M U LT-94-13 Malkerson ,,,,,r,l,,,,,.1,,,,, III , R23W, 1,,,,,6 SW -SW Ilf;;;;;;;:a iirtllh we irk 21SC0026 SC-00-01 Malkerson T115Ny R23W, 10 SW -SW Earthwork 21SC0026 THY-73-01 Malkerson ,r, ,. °,,,,, III, IR23W, 1,,,• ,, SW -SW Il111:::,airtllhwsrllk 21SC0026 THY-80-01 Malkerson T11SN, R23W, 10 SW -SW Earth srlk 21SC0091 Highway 42 Trail 11.1,,,,,SIN, IR23W, W""" IN W"""SW Ill,,,....iiitllhiii sc tte r A review of available SHPO files was completed to obtain additional details about potential historic sites within the AUAR study area. The following paragraphs describe historic and archaeological sites within the study area. Strunk,,,,,, N ss n , r wery Ciii p « x Ruins (SCJACOO2) The brewery was built by Herman Strunk circa 1854 and commenced operations in either late 1856 or early 1857. The Strunks-Nyssen Brewery Complex ruins is located across the railway from the Strunk- Nyssen House. A stone barn/granary associated with the brewery ruins was likely constructed at the Jackson Township Annexation Area Alternative Urban Areawide Review 33 February 2020 Page 124 of 617 same time as the brewery. Based on a 2013 survey, the brewery is experiencing fairly serious condition issues. The kiln appears to be the most well-preserved portion of the brewery and is fairly intact. Portions of the barn/granary ruins exhibits fairly intact mortar and plaster. The brewery ruins are considered to have potential significance and were recommended to be potentially eligible for listing under the National Register of Historic Places. Attachment E includes SHPO documentation of this site. trunk- n 11• The Strunk-Nyssen House was constructed in two sections circa 1856 and 1880. The earliest (west section) consists of a two-story red brick structure. The two-story stone section (east section) is much larger compared to the original section. The house is in an excellent state of repair and has retained a significant degree of original design integrity. Other buildings on the property include a brick smokehouse and small frame outbuilding. The house is primarily significant for its long association with the brewing industry in Shakopee and the house is architecturally significant. At this time, there are no development proposals within the study area that would result in a direct impact to the Strunk-Nyssen House. Future development impacts should minimize or avoid impacts to this site. Urn it 1 ) Site No. 21C0026 was once a group of 69 burial mounds. Per Report No. (dated 1972), only 17 mounds remain visible.6 �°°� � II� I� ° II� II� II� „ ill„� � I� ° � � i I e 5„" e III'„'„' c u,e z a e c . 01 016'I,' I II :tribe! e! ���� ., r e ? n! III i -�VIl ° I i I ijit,l, l �� the: �� illy �� II` II �'� II„�� I� V I �I�: � „� ��°' „��� `" � � ���ol a �„� ��° �� �,.° „� „�'.° � o irripice:Tt;wouldofl'othe u i W itills sloil)ulci i discidsisecilof Per the City's 2040 Comprehensive Plan, Envision Shakopee, it is the intent of the City to explore opportunities to open up views, vistas and physical access to the river by working with partners, such as the DNR, to preserve riverfront lands and integrate into the larger river greenway system.' Protection of the riverfront will be achieved through land use management practices and strategies that protect key areas including the Minnesota Valley State Recreation Area. 6 Nystuen, D.W. Minnesota Historical Society. The Minnesota Trunk Highway Archaeological Reconnaissance Survey. Annual Report for the Year 1972. Page 36. City of Shakopee. Envision Shakopee. Section IV: Natural Environment. Dated August 30, 2018. Page 320. Jackson Township Annexation Area Alternative Urban Areawide Review 34 February 2020 Page 125 of 617 wu puuuw Wmw�u luumw umoi1111 I um Iu IIII "'�IIIIUV�u��uWl I IwwwU 'w.l'ww,illll I� wwuum IIIII IIIII ' IIIII 11:: IIIII umw wwS iiD ;Try �w� �����I ��w� �� � ,�.��w�� ��� � � � . y "w :too; w!tit": tits n (try oµ�,� „ soch (Is w w) es y int:111de 1I2(:trI(Litte)Illitignits„ :r eI it) iiu� tuns", �I �������� I„����� lu����� �������� lu����� I,...... I,...... .......III, I„ ���� �� I„ ���� I,...... �������� �� II V,,,��� W w� III � I � I I I�° I° �°� w � III° I�°° I � w � I� ,I�� °� � I�� w � � � � I„ �II, � w II, I, I, � I� � �III� � I � I ��„ �w�w �„ �„w �w�w �w�„ I!... �'� „I �" II � u � II � II I or) II III I WI�� �! w I�� �° °w, w�° � � ° � � w �° I�° � ' �,. I�° � ��.. � � °� � �I I �° uuw�l .�� "� w �� w w w w � w .�I w � �° w w w � � w :1 I:1cl ity rbri the of tictiiecicirrierpti !e,I o°Iother rn I11sw e ;th I ° �I„� I�I(Rivers Iw�„,tla �� w „�. item is " I �w)")blu 111 t°1-w) :)�� I,. t w iw P. :it/1'1'es ' 'w II II ''I° IIIIII I1 h;I � rl: u„0� ° �I�ww, 1.11 ���VIluuuuw pumuw uuuu umo,w IIIII ' llllUVit IIIII IIIII° t IIIII'Ill1111 IIIII I... IIIII III „ul I,� I � � � � I I�� � „III I�� i � I � I�w I ��„w�„ �w II I!.... II„ ��w�w �w I � u I u I u � u ono I �� � ���.. � �!'.. �,� "� "� IIIII �ww � � �u ww w �„ �w�,,� �ww �ww � �� � �ww � �� I„� wl� I�� � "� �� '� d' w w �„ w� I� w I / e'� � ��tI e I elw� et wu w I ei e ase s ew I,,.... u � � I „� I I I I �� I, II I � t �„ II„ I I I rn w� isern �� w�� � I�� I�IIIIII � � �w,ll w � I �uuw wlll � � �,II w� �,I w � � �w°� wl'I°; wn II� w� II� �,�ww I� � � II � I, II � I, Iglu I I I ��w�w �w � �m I I I � I � N'hl � I "� "� Wlr w � I IIIII I�''°' �I��III�� �I°I� IIIII � '����I�II uwww� �� IIIIIII� �I�I IIII �,I �� � � �� �� � w�� �'�� ww�� w� �I � ,,I� � I�� III II III I„ II ul unn I,� � u 'IV I I 'IV u III�I�� '��w(71„04 �°°� II � �� ��� �w�� �I��Iu°�'�� � �I��� I IIIII ����� II�� ���I��I� � � �, g eernt,� �h�� 1:7 e ;�w ° eV, .IV 11IV �� w,o e��� �� �� e ICII,..V I� I I e)�w) w� " I,...... I, „ � w� II I,, I, � � I„ „ � I, I„ w,n uuuu a lillp,� � wr illl "„ rIW" V I„ w "" � wr � w u lug w w 0 III���w �I� � � ,w � w �� �� III � w I,I w�� � �� � �II An air quality analysis was preformed to predict carbon monoxide concentrations at those study intersections that operate at LOS D or worse under the Max Build Scenario. These include the intersections of MN 41 and Rail Frontage, CR 78 and Emery Way, CR 78 and CR 69, CR 78 and CR 15, CR 78 and CR 77, CR 78 and CR 79, CR 69 and 10th Avenue W, CR 69 and Vierling Drive, CR 69 and US 169 North Ramp, CR 69 and US 169 South Ramp, CR 69 and North Access, CR 69 and CR 16, and CR 15 and 128th Street W. Motor vehicle air quality issues are most frequently associated with carbon monoxide (CO) emissions and the concentrations of those emissions. Concentrations of CO are generally highest at intersections with poor levels of service and, consequently, more idling vehicles. The air quality analysis incorporates projected a.m. and p.m. peak hour traffic volumes (including site -generated traffic) representing the max build conditions. Jackson Township Annexation Area Alternative Urban Areawide Review 35 February 2020 Page 126 of 617 uu„ull IIIII IIVI IuuuWll Illllpllllll 3 , IV, V, I. � � IW Io, w I,...... � Ii� �'�� �W ��wl ���VI I ��� � ��'�� � I�i �IIIII � ��� ���w� � I � ������� � � ����� � � I to IIII ��� I� � I � I �� ��� � ������� �I � � � �� " �i �,w''�I II dust '�� �I� and � � II � � �� � � I� �I � ��i����� � ���w� � � w � ul� '°� � � � V '�'� � � ''��, ,,,� � � � � w � � � � .wyw r � � �����.w�"' �' � � w � � � � � ���� � ��� � � � � I I, I ��W IIII"i' �I V I I � I I I�,I ��I w �° I�° and �° �I, �° ��� III III � �I,,, � � � ��� IIII n � I IIII � °, �� w � �� � � I � � may � � � � � � � � � � .IIII w ° � � the �II � � " 'w �I IIIII"�w n � I ° :ill' � I�° I I p..' �:Irbyp"" �� Iw�,' �° I�� � �° II I ��� .. � � � w � ° I m�, °� I o� �� � � Int -hoist I�nI„ Ig „� I I III.... "I � � �� pI � IIpW I �I � � ��, III II ���� VIIIII II II II I I I I � � I° tl° � � � I tl u,ul Iglu' I Iu II������I II����� IIIµ���� � � � � � ����I�III III �, � ���^^� � .I I �� ��� �°� IW „III d o Lai Iu ��(� �;� ��1�might �� � �I��� �ci cis p� of 2mitigation �� I�� 1 tie �� � II � s Utin liFcs in Construction activities during development would likely result in noise and dust. Dust generated during construction will be minimized through standard dust control measures such as applying water to exposed soil and limiting the extent and duration of exposed soil conditions. Construction contractors would be required to control dust and other airborne particulates in accordance with applicable standard specifications. After construction is complete, dust levels are anticipated to be minimal because all soil surfaces would be revegetated or developed (i.e., pavement or lawn areas). � .II� ^ I e �� I �ulII°Ilul, (Air ������ � yI II� I^I � I'�� �I��� �I,I �' Iu � w� s I w tCI � ° �� ��ICw�I�� I��� I II� � � �II� � � c)islI �������"� V V�,���� ������� """'llV �������� � Iu����� III..... � ���������� ������� I,I����� � I,������� ������ I„����� ����� � � IIpWI � � � „ �I „� � �� �„ a of of � � �„� �.the ICI w �I IIII �I�I � II ��. � °� �� I� I ��.. �� � �I,:. � �° �°°�° II � � w � � IIII � � .I � � � � � " � IIII � IIIII � � � � � � � � � .,,,IIII � .IIII' IIIIIIIII ,III I I II I I, �I I, I II II III � III IoI a °u ° °u I� I° � � � � � �� II � �' °°III �� Iw � �� � �� V � s �� IIIIIII �IIIIIIIII° °(s w-tionetts, riot s .0.00i s "d theirs� Litnistic.11 Ss�„ �s° . "The? �II ��II s �w � � �„I� � ��� I �� tier:„„. „ .I �I�� I Iefe t �I PRI , IIiljay ric)0 Ie � � � � � � � � I III III � 'I I IIII. III � '�� �� °° �, �� I °�, � ""'�L.. ° � III '�� �''..° let(' � .�� uI �.° °,� °,�° I �° � °,�° �� I °° � '° � �� II �I � � �° � � � �I � � � � ����I � IIIII � Ilpu �� th �,�Ir �'�� � ' � � �,� �� „ � IIII �"�� � �I� �� ��I� V I ���,�� � �� � � � �� I''"III�'I ,III rl � �� Iu� .III�"II I el be b i;as i!t0,1 Dn trafficw°Tie; .ysi III 1 8. uuIIIIIIII� IIIIIIII IIIII°IIIIIIIIII 5°° �°°II' IIIIIU Ct i II illllll�� ICI loom uIIIIII it ul uV Construction activities during development would likely result in noise and dust. Construction activities associated with development would result in increased noise levels relative to existing conditions. Construction noise would be limited to daytime hours in accordance with the City's noise ordinance per City Code 130.45. Construction equipment would be fitted with mufflers that would be properly maintained during the construction process. II�IIIIII IIIIIIIIIIIII�I� � IIIIIIIIIIIIIIII IIIIIIIII II IIII I;;,, II iil m IIIII I I uV IIllllpll Im l "IIII The proposed development of the AUAR will increase traffic volumes throughout the study area. Increases in traffic can result in increased noise levels, which can be perceived as an annoyance to adjacent residents. The range of increase in traffic volumes range throughout the study area, particularly as the area transitions from a rural setting to urbanized development. The large study area and development conditions of the study area did not warrant a detailed analysis. It should also be noted that all county roads are exempt from State noise standards. Jackson Township Annexation Area Alternative Urban Areawide Review 36 February 2020 Page 127 of 617 A sound increase of 3 dBA is barely noticeable by the human ear, a 5-dBA increase is clearly noticeable, and a 10 dBA increase is heard as twice as loud. For example, if the sound energy is doubled (i.e., the amount of traffic doubles), there is a 3 dBA increase in noise, which is just barely noticeable to most people. On the other hand, if traffic increase by a factor of 10, the resulting sound level will increase by about 10 dBA and be heard as twice as loud. Traffic levels in some areas of the study area would see a general increase in traffic noise that could be noticeable, particularly near new roadway connections within the study area. Increases on existing County Roads represent an increase by a factor of 2 to 4, which could result in an increase of 3dBA or slightly greater. Considerations with future development should include buffering and setbacks for sensitive land use activities. I iius�" � r � u WI I I I t iI of ° II, I�� I II� II II� II� I, II� II� � „w IL.. u�' w � �, � I I I I� I� �� I� II� � I I I �„ �� ��° �wlll� � III' � ���, �� �I � °�� � �� � � �°° � � ����I� I � � ��° w � w ,�'�� I IIII � � w � �� � w w � I� w I �� � � w � � .IIII' � � w rinii7xlirni„„irri eC'� �w w iI� � � � I�II" ��� wthorn' �oil"' ° IEIII"�11," IIIIt°w e s � 1I� I .� �u, w („: �� ie si t" itin reliti� I II� I II� hull' I, I� I I � II III III � I � � � � I° I VII to � I I iri �I I I I wl IH' III I�, I', IH' o I � � � � � � � IIIII � III � I irri aill'i„5. � „� II. „ u� „Vu II„ I p II. Vu II, lu � II IIII � � "IIII �' �� � � III null"�I �4� �� ici I I � � � �I �� � „� µ � � ul III I� m� � � lc � Vu I u� Vu r � peak li � li � p Vli II, u� II I„ � p Vu th � li till/ daily a u� lull, II,.... a u� """Ills II u Iu IIII �� II uml fi y� � � � � IIII �°w � I� �w � �° w�° �IIIII��I��w °�! � III I ��I � �w °� w III � � � " � �� �.IIIII�I� �w °� � ° � III "w � ;� w; I � � .I III III gill aw ti � I„ wI, I, as I, Iplll VIA I„ I, u, u, I, �I, I, IIIIIII il'°. ��I� � � I I IIIII.. W V �" n I�u'u°° � � � w°�� � �w;w� �°� the��I III ��� � � � � �� w cm � �� �� � °��° �� I u�u II „� u�u p I � II II ri I pull' u� II a II IIIIII u� hull u� u� I �I��� u� I'� � � � I'� � �11.51)119 II��� � �� � � I����II, IIp' IIII ��� �����Ilu I' IIII ��� I � � u�� � I �1,1141 I........ II„IIili ��I........ � � I w�II��w a chess ° �I........ I �� 'I�� � I� � pVll � I, Ippl I, 1 u�1 � � � I IV II u� I III.... �' I " W u �" I I 1� Ilu� IIIII Ipl ICI � ICI � � � � u I � � �� � � � I w �� 'w�1° �� � 11 ' �' .III .II I� �' IIIII � � � I � III III °� mm .11� III a� �� �� � � .111� II I����u'� '."'VII I����u'� IIII... I 11,���� �„��u'� ......IIIII. I,���� III.... � 1,,���� yu��� '."'VII 11,���� IIII... III.... I,���u� �� II����u'� 11,.... �Ir��wl� �I�'� I�" IIII � pl�' I�31, A���A��+I���I�"�' '� "w rtl �I,� wl'� �,��� �I�,�I� I�,ulurt I� � ���s A traffic study was completed to assess the future traffic impacts resulting from the proposed development. The study includes an analysis of the existing and future conditions of the study area. The analysis also compares a full build out of the study area compared to the growth assumed by 2040 according to the City's Comprehensive Plan. The complete traffic analysis, dated September 4, 2019, is included in Attachment F, but pertinent information as outlined in the AUAR Guidelines is summarized in this section. The traffic study forecasted future traffic volumes and examined the operational characteristics of existing and future conditions in terms of level of service (LOS). The LOS characteristic is an operational comparison of the ability of a road or intersection to accommodate traffic flow and remain uncongested. The LOS of an intersection is generally presented as an alphabetic rating from A to F, with A indicating minimal delays and F indicating significant delays. In the Twin Cities Metro, intersections with a LOS of D or better are considered adequate, requiring no additional roadway improvements. Jackson Township Annexation Area Alternative Urban Areawide Review 37 February 2020 Page 128 of 617 0', IIIII II IIIII IIIII e VI ulllpl Im� °uu uWl dly As shown in Figure 1, the AUAR study area is traversed by many State, County and local roadways providing access throughout the study area. US Highway 169 (US 169) and MN Highway 41 (MN 41) are the two principal arterials located within the study area. These roadways provide regional connectivity to and from the study area. At the time of the traffic analysis, the intersection of US 169 and MN 41 was under construction for the conversion to a Diverging Diamond Interchange. This improvement was considered complete for the traffic analysis. Additionally, Scott County Roads (CR 78, CR 15, CR 69, and CR 16) are located within the study area and serve as A Minor Arterials. Scott County has approved a change in functional classification to Principal Arterial for CR 78. The local roadway network is not well established in a majority of the area due to the rural nature. Some local and private roadways are established to provide access to existing development. ���� � lullllll�lll E ,),1 ill11 IIII IIIIIII1IIIII IIIII Il 111 llmm11 IIII' II.I IIIII IIIII 011111s Traffic operations for existing a.m. and p.m existing or proposed intersections: • MN 41 and Rail Frontage Road • MN 41 and Dem Con Drive • County Road 78 and Emery Way • County Road 78 and County Road 69 • County Road 78 and County Road 15 • County Road 78 and County Road 77 • County Road 78 and County Road 79 • County Road 69 and 10th Ave W . peak hour conditions were analyzed at the following • County Road 69 and Chaparral Ave • County Road 69 and Vierling Dr • County Road 69 and US 169 North Ramp • County Road 69 and US 169 South Ramp • Marystown Road and US 169 North Ramp • Marystown Road and US 169 South Ramp • County Road 15 and County Road 16 • County Road 15 and 128th St W Traffic counts for each of the study intersections were gathered from field data collection in the spring of 2019 or were calculated using recent traffic studies completed for nearby developments. The existing traffic control for each intersection was used to analyze the existing LOS for each of the study intersections. The only signalized intersection is located at MN 41 and Dem Con Drive. The intersections of County Road 15/County Road 78 and County Road 79/County Road 78 are controlled with all way stops. The remaining intersections are all controlled with side -street stop control. A traffic operations analysis based on current a.m. and p.m. peak hour turning movement counts was conducted for the a.m. and p.m. peak hours at each of the key intersections to determine how traffic currently operations within the study area. As shown in Table 14, all intersections operate at a LOS of B or better, overall. However, the Rail Frontage Road leg of the intersection with MN 41 operates at a LOS E for both a.m. and p.m. peak hours. The intersection overall operates at a LOS A. Jackson Township Annexation Area Alternative Urban Areawide Review 38 February 2020 Page 129 of 617 Table 14: Existing Intersection Capacity Analysis Intersection A.M. LOS Peak Hour Delay P.M. Peak LOS Hour Delay MN41 MN 41/Ra i l Frontage (1) A/E 36 sec. A/E 42 sec. MN 41/Dem Con Drive B 19 sec. B 16 sec. 78 CR 78/Emery Way (1) A/A 1 sec. A/A 4 sec. CR 78/CR 69 (1) A/A 9 sec. A/B 11 sec. CR 78/CR 73 (1) A/A 2 sec. A/A 1 sec. CR 78/CR 15 (2) A 10 sec. B 11 sec. CR 78/CR 77 (1) A/A 4 sec. A/A 6 sec. CR 78/CR 79 (2) B 11 sec. B 12 sec. CR 69 CR 69/10th Avenue W (1) A/A 6 sec. A/A 8 sec. CR 69/Chaparral Avenue (1) A/A 4 sec. A/A 5 sec. CR 69/Vierling Drive (1) A/A 9 sec. A/A 10 sec. CR 69/US 169 North Ramp (1) A/A 5 sec. A/A 5 sec. CR 69/US 169 South Ramp (1) A/A 5 sec. A/A 8 sec. CR 69/Driveways (1) A/A 4 sec. A/A 5 sec. Marystown Road/CR 15 Marystown Road/US 169 North Ramp (1) A/A 7 sec. A/B 12 sec. Marystown Road/US 169 South Ramp (1) A/B 14 sec. A/B 14 sec. CR 15/CR 16 (1) CR 15/128th Street W (1) A/B A/A 11 sec. 6 sec. A/A A/A 8 sec. 5 sec. Bold LOS are considered unacceptable. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst side -street approach LOS. The delay shown represents the worst side -street approach delay. Indicates an all -way stop control intersection. (7) uuuum IWm uuuoipl 1ppuuu Ip � m uum um II uuoi umo uuuuuo uuo I uuui uu� ,�Iuumuuillll � �V uumuVl u IIIII IIIII III IIIII (, III IIIII° I) S IIIII IIIII IIIII) S IIIII ull Traffic forecasts from the 2040 Comprehensive Plan were used to compare traffic impacts to a full build scenario for the study area. The socio-economic data used to inform the forecast aligns with the data used in the City of Shakopee and Scott County 2040 traffic analysis. The Regional Travel Demand Model was used for this analysis. The growth assumed within this scenario aligns with the population, household and employment forecasts defined by the Metropolitan Council by 2040. A full build scenario of the study area is not assumed within this analysis. Jackson Township Annexation Area Alternative Urban Areawide Review 39 February 2020 Page 130 of 617 Table 15 displays the results of the intersection analysis for the 2040 Comprehensive Plan scenario. Geometric and traffic control assumptions are detailed in Attachment F. Table 15: 2040 Comprehensive Plan Scenario — Intersection Capacity Analysis A.M. Intersection LOS Peak Hour Delay P.M. Peak LOS Hour Delay MN 41 MN 41/Rail Frontage (1) C/F >3 min F/F >3 min MN 41/Dem Con Drive E 67 sec. E 67 sec. CR 78 CR 78/Emery Way (1) A/C 16 sec. A/B 13 sec. CR 78/CR 69 (1) A/C 19 sec. B/E 42 sec. CR 78/CR 73 (1) A/A 9 sec. A/A 9 sec. CR 78/CR 15 (2) C 17 sec. F 63 sec. CR 78/CR 77 (1) A/A 8 sec. A/A 8 sec. CR 78/CR 79 (2) F 63 sec. F 83 sec. CR 69 CR 69/10th Avenue W (1) A/B 12 sec. A/C 21 sec. CR 69/Chaparral Avenue (1) A/A 6 sec. A/A 7 sec. CR 69/Vierling Drive (1) A/B 12 sec. A/C 23 sec. CR 69/US 169 North Ramp (1) A/A 10 sec. A/B 14 sec. CR 69/US 169 South Ramp (1) A/A 9 sec. A/C 18 sec. CR 69/Subdistrict A/B North Access (1) A/A 9 sec. A/A 8 sec. CR 69/CR16/Subdistrict A/B South Access (1) A/A 7 sec. A/A 9 sec. Marystown Road/CR 15 Marystown Road/US 169 North Ramp (1) C/F 51 sec. F/F >3 min Marystown Road/US 169 South Ramp (1) F/F >3 min F/F >3 min CR 15/CR 16 (1) F/F >3 min E/F —2.5 min CR 15/128th Street W (1) A/A 8 sec. A/C 17 sec. Bold LOS are considered unacceptable. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst side -street approach LOS. The delay shown represents the worst side -street approach delay. (2) Indicates an all -way stop control intersection. Mitigation measures were defined for each of the intersections with an unacceptable LOS. An intersection capacity analysis was rerun assuming that these improvements were complete. The result found that all intersections were operating at an overall LOS D or better. Jackson Township Annexation Area Alternative Urban Areawide Review 40 February 2020 Page 131 of 617 1III ,1111111111111 1111111111 '1illlim uu� �uuWi Traffic forecasts were developed for max build conditions of the study area. The traffic analysis assumed that the study area would be fully developed per Shakopee's 2040 Comprehensive Plan. Additionally, the scenario assumes all mitigation measures from the Comprehensive Plan Scenario (see Table 16) were implemented. Development assumptions were used to develop the future household and employment totals for each of the subdistricts to inform traffic forecasts. No staging timeline has been defined for this development scenario. Table 16 displays the results of the intersection analysis for the Max Build Scenario. Geometric and traffic control assumptions are detailed in Attachment F. It should be noted that the Max Build evaluation is meant to be a planning tool and the improvements identified in this section are to be considered potential improvements if current development plans and traffic volumes materialize. Table 16: Max Build Scenario — Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay MN 41/Rail Frontage (1) E/F >3 min F/F >3 min MN 41/Dem Con Drive C 31 sec. C 27 sec. CR 78 CR 78/Emery Way (1) F/F >3 min F/F > 3 min CR 78/CR 69 (1) F/F >3 min F/F > 3 min CR 78/CR 73 (1) A/C 18 sec. A/C 20 sec. CR 78/CR 15 (2) F 64 sec. F '" 3 min CR 78/CR 77 (l) A/A 9 sec. F/F (4) >3 min CR 78/CR 79 (2) F '"2.5 min F >3 min CR 69 CR 69/10th Avenue W (1) A/D 34 sec. E/F >3 min CR 69/Chaparral Avenue (1) A/B 11 sec. A/D 26 sec. CR 69/Vierling Drive (1) B/E 39 sec. F/F >3 min CR 69/US 169 North Ramp (1) E/F >3 min E/F ^'3 min CR 69/US 169 South Ramp (1) A/D 30 sec. F/F >3 min CR 69/Subdistrict A/B North Access (1) C/F 55 sec. F/F >3 min CR 69/CR 16/Subdistrict AB South Access (1) C/F 55 sec. F/F (4) >3 min Jackson Township Annexation Area Alternative Urban Areawide Review 41 February 2020 Page 132 of 617 Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay Marystown Road/CR 15(3) Marystown Road/US 169 North Ramp (3) Marystown Road/US 169 South Ramp (3) A A 6 sec. 9 sec. A A 10 sec. 10 sec. CR 15/CR 16 (3) CR 15/128th Street W (1) A/B 22 sec. 13 sec. E/F (4) 17 sec. ' 2.5 min Bold LOS are considered unacceptable. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst side -street approach LOS. The delay shown represents the worst side -street approach delay. (2) Indicates an all -way stop control intersection. (3) (4) Indicates an intersection with roundabout control and was analyzed using HCS 7. Intersection operations are partially caused by adjacent intersection queueing. Mitigation measures were defined for each of the intersections with an unacceptable LOS. An intersection capacity analysis was rerun assuming that these improvements were complete. The result found that all intersections were operating at an overall LOS C or better. I"II'IlIlllmuuuu IIIII luuuuuu'ull uumuuuVuuVupIuuummImpoIIlIiIlilmiIuIumV IIIII Io l Ipuum I � uuml wW muuuuummmiiuiiwi u'IVIIVIII IIIII IpulIllllm I � uu �I l m A comparison of improvements recommended for the 2040 Comprehensive Plan and Max Build scenarios indicates the recommended improvements to support development of the AUAR study area. Improvements identified for the 2040 Comprehensive Plan Scenario should also be considered for the Max Build Scenario. This comparison ultimately defines the improvements warranted to support the city's growth assumptions within the study area by 2040 versus the improvements needed to support a full build out. 1111111 Table 17: Traffic Analysis Mitigation Measures Intersection 2040 Comprehensive Plan Scenario Mitigation Max Build Scenario Mitigation MN 41/Rail Frontage • Construct a 4-Lane Divided Roadway with turn lanes along MN Highway 41 • Construct left -turn lanes at the side -street approaches, with potential for future signalization • Monitor and consider signalization when development occurs/signal warrants are met • Construct a traffic signal or roundabout • Roundabout not considered at rail frontage due to close proximity to railroad tracks CR 78/Emery Way • None • Construct a traffic signal or roundabout • Construct a southbound left - turn lane at the Emery Way intersection Jackson Township Annexation Area Alternative Urban Areawide Review 42 February 2020 Page 133 of 617 Intersection 2040 Comprehensive Plan Scenario Mitigation Max Build Scenario Mitigation CR 78/CR 69 CR 78/CR 15 CR 78/79 CR 78/CR 73 CR 78/CR 77 CR 69/10th Avenue and CR 69/ Chaparral Avenue CR 69/ Vierling Drive • Construct left -turn lanes at the side -street approaches, with potential for future signalization or roundabout • Construct left -turn lanes on all approaches • Construct left -turn lanes on all approaches • None • None • None • None CR 69/US 169 North Ramp CR 69/US 169 South Ramp • None • None Jackson Township Annexation Area Alternative Urban Areawide Review 43 • Construct a traffic signal or roundabout (2) • Construct a westbound right - turn lane to accommodate the heavy westbound movement • Construct a traffic signal or roundabout (2) • Construct a southbound right - turn lane and a westbound right -turn lane • Construct a traffic signal or roundabout (2) • Construct a westbound right - turn lane to accommodate the heavy westbound movement • Construct eastbound and westbound left -turn lanes • Construct a southbound right - turn lane and eastbound left - turn lane • Reconstruct Chaparral Avenue to align with 10th Avenue to create a 4-leg intersection • Construct a traffic signal or roundabout • Construct a traffic signal or roundabout • Construct a traffic signal or roundabout • Construct traffic signal or roundabout. • If signalized, consider converting the shared thru/left-turn lane and right - turn lane configuration on the westbound approach to a left - turn lane and shared thru/right-turn lane configuration and provide a left -turn lane on the eastbound approach. February 2020 Page 134 of 617 Intersection 2040 Comprehensive Plan Scenario Mitigation Max Build Scenario Mitigation CR 69/ Subdistrict A/B North Access CR 69/Subdistrict A/B South Access (CR 16) • None • None • Construct northbound and southbound left -turn lanes on CR 69 • Construct a traffic signal or roundabout • Construct northbound and southbound left -turn lanes on CR 69 • Construct a traffic signal or roundabout CR 15/128th Street Marystown Road/US 169 Ramps and CR 15/CR 16 • None • Construct traffic signal or roundabout' • For signalization, consider converting the shared thru/left and right -turn lane configuration at the US 169 Ramps to a left - and shared thru/right-turn lane configuration • Construct a northbound and southbound left -turn lane on CR 15 • None (1) Roundabout configuration is identified as a potential future project in the City of Shakopee's Capital Improvement Plan 2019-2023 for the Marystown Road/US 169 Ramp intersections; however, no funding has been identified. These intersections are being further evaluated as part of the Marystown Road Corridor Study with are stakeholders will occur as part of the study to determine the appropriate future traffic control. (2) CR 78 is designated as a future principal arterial roadway in the 2040 Scott County Comprehensive Plan, which states that roundabouts are not appropriate for urban principal arterial roadways. However, roundabouts may be feasible and/or desirable in this location and further discussion with area stakeholders should occur to determine the appropriate future traffic control. The traffic analysis completed for this AUAR represents planning level estimates and should be further refined as development occurs and other regional roadway and intersection improvements are pursued. i i.i re o IIIII 1H:dd inI''''°iois In 2007, area stakeholders analyzed the construction of a new TH 41 river crossing between the cities of Shakopee and Chaska. The new crossing was studied to explore opportunities that serve regional traffic, reduce traffic congestion, and protect the floodplain. Multiple corridors were studied through an Environmental Impact Statement (EIS), which studied the project impacts on social, economic, and environmental resources in the area. As a result, The C-2 alignment was selected as the preferred alternative through the EIS process. The C-2 alignment is in close proximity to the existing TH 41 alignment within this AUAR study area and is shown in Figure 24. While the preferred alignment was selected, the new crossing is not planned or programmed within MnDOT's near term projects, and the new alignment was not considered in the traffic analysis for this AUAR. However, the City recognizes the alignment and the findings of the FEIS and will monitor the alignment and future right-of-way needs. Jackson Township Annexation Area Alternative Urban Areawide Review 44 February 2020 Page 135 of 617 � „Aci tall 'III°°` 'III „ ! „ �Ir'„� ' I w I II � �� �� ��"" III i II'� II' �' „Iv" II II' � II' � „�� � � � �� it � �� � .' �� �° ���� ��� ���� �� w "III w ��°„� �w� tu re ��,, � � � n� � ° �� not (.1 ys See response from Item 18 (Transportation) IIIII A thorough analysis of the storm sewer flows and routing will be prepared and reviewed with the City of Shakopee and appropriate agencies upon the development of both the infrastructure plan documents and individual development site documents. IIIII Analysis was competed to understand the future water demands resulting from the proposed development (see response from Item 11). In cooperation with Shakopee Public Utilities, needed improvements have been identified to provide water service within the AUAR study area and future growth areas. IIIII IIIII td IIIII Se Future sanitary sewer service will be extended into the study area to adequately serve the proposed development. The long-range planning completed within the Sanitary Sewer Master Plan will be used to guide the timely extension of services. Ot Emergency services are currently provided by the City of Shakopee and Scott County within the study area. The Shakopee Fire Department's service area currently extends into all portions of the study. While service is currently provided, additional planning for increased density and development will be coordinated. Police service is currently provided by the Scott County Sheriff. As growth occurs within the study area, planning for the extension of the Shakopee Police Department's service area will occur. Because the AUAR process by its nature is intended to deal with cumulative potential effects from all future developments within the AUAR area, it is presumed that the responses to all items on the EAW form automatically encompass the impacts from all anticipated developments within the AUAR area. However, the total impact on the environment with respect to any of the items on the EAW form may also be influenced by past, present, and reasonably foreseeable future projects outside of the AUAR area. The cumulative potential effect descriptions may be provided as part of the responses to other appropriate EAW items, or in response to this item. Jackson Township Annexation Area Alternative Urban Areawide Review 45 February 2020 Page 136 of 617 The overall development of the AUAR study areas is consistent and compatible with the City's Comprehensive Plan. While the timing of the development will occur as development interests and market conditions allow, the overall development and supporting policies create an opportunity for quality commercial, industrial and residential development. tuo silimit may I s. e l en h r n ien c � III I, I,,... �� II, III I, ntri p � �� I �p u� „� I I the ������� � ������ ��IliiiiilN'u ������� and I...... ������� ����„w '�������°�li �� ���, �o ' ni lit �� z Is I wo d�N l�wu ri �� �i���� �u����d i�di �i���e �� ����� ��� e ,m��uJli' �, IIIIIIIII° III IIII° n :Pt " it b.y ��� ���� s „„1, to 1-19.1 lestritie 0 , tin I fen sr) 'Iesire I illIl e t�I � this����� I�� ������� ��������� ������I ������ Lis! ������������� IIII�� �������� ������„���� I�� ���� ������ ��������� ����� �� III�� the �lu �lu I�.�II�"dI rclllllllllll��° I�I�III� untiIII The proposed development, as described in Item 6, is not anticipated to generate any environmental impacts beyond those discussed within this document. As the development scenarios are refined through the study area, additional review should be completed to define any potential impacts. .ThieI I I� II I� II II� I� � I II � 'SiII� I I � I, II II II� II� II � �� II�� �„ II IL... II� � �„ III' II� I ° � � lul „��� „� �II �I „u;� �� I�I� I� I� I I� I I � I� II � �I�� �II � I�� I, I ul � III I u°� I I 11 III �I� � "I I I ��oul�I�;" IIII ��I°I I,�I the ���� I �" ����� ��III� �� ��� �I�� Either��'��.�I.��� I I� I1 I� I, I� I I� I� II� I I, I II� �I I �p IIII III � �''.. � m "' �I ��I u � ��� �I�m�� �I �I�I� �� �� �w �� ��V� ��� � I„ I �� �� mI,� �......'.IV, I � � I�� II, I, p� I,� I, III,...... II. II ������� �„IIII ���� ����„w .......IIII ������ ����� ��I ����� �����„IIII �����„� ��������I I°jcIIIII�� �w°IIIIII° II " iI "II mIw IIIII° IIIIIIII IIIII IIUIIIImy� IIIII IIIII lu �uum� Iluumo mI uuumllll,, muuuuoo puu uuI pumw� puml loom um pumlol� �uum 'IIII oumu�y� Vuuu �uumu� uummpV um Vum uuu� IVum luuuollu� Vum uumllm IIIIIIIIIIIII IIIII IIIII IIIII IIIII�IIII IIIIII I� IIII IIII �IIIIIIIIIII IIIII ,� IIIIIIIIIIIIIIIII IIIIII III The AUAR study area is in close proximity to the Minnesota Valley State Recreation Area, and development must not impact the recreational value of this area (i.e., noise). The study area may include habitat areas for sensitive species in the State of Minnesota including the Butternut, Little Brown Bat, Big Brown Bat, Lake Sparrow, Purple Martin, Northern Long -Eared Bat, and Rusty Patched Bumble Bee. Impacts to the habitat for these specifies must be avoided as development is pursued. IIII I IIIIII iIIIIIIIIII IIIIIIIII IIIIII II dIII I i IIII �IIII I;;,IIIIIIIIII�°I �I� iIII�IIIImI II While the specific impacts to project area wetlands are unknown at this time, it is anticipated that future development will result in impacts to wetlands. These impacts will be minimized and mitigated as development is pursued and the appropriate permitting with the MPCA and USACE will be required. IIIIIII IIIIII Illlf °°°°00.YIII IIIIIi 'IIIII Iuuml IIIIIIIIIII IIIIII IIIII II IIIIf IIIIIIIII 101 IIII IIIIIII The City's zoning ordinance regulates development within the shoreland areas and stormwater management practices are also managed through city regulations. The potential for erosion and sedimentation of soils exposed during development in the AUAR study area will be minimized by using the appropriate Best Management Practices (BMPs) during and after construction. Jackson Township Annexation Area Alternative Urban Areawide Review 46 February 2020 Page 137 of 617 mlluuuu a IIIII° IIIII° RIIIII° IIIII III i������� ��������������� Unavoidable impacts to storm water quality and volumes will result from the increased impervious surface within the AUAR study area. The City will require mitigation of storm water runoff to meet management objectives for each of the identified sub -watersheds. The management objectives include maintaining or reducing, to the extent feasible, existing surface water runoff volume and phosphorus loading, and detention basins where appropriate. �u i uu alum puuu puuu iw IIIII' IIIIIIIIIIiII, �''' IIIII IIIII 'w' Historic sites were identified within the study area during a SHPO inventory review, as noted in Item 14. It is understood that additional resources may be located within the study area. As development proposals are defined, Phase 1 archeological surveys should be completed within the study area due to the location and results of the SHPO inventory review. Traffic impacts will be mitigated to the degree necessary to maintain traffic operations at an acceptable LOS D or better by implementing the intersection improvements identified within the section. Attention should be placed on the timing of development to ensure that improvements are being pursued as warranted. Jackson Township Annexation Area Alternative Urban Areawide Review 47 February 2020 Page 138 of 617 ollml11111111 1111111ll`Illlllllli Ik Figures Figure 1— AUAR Study Area Figure 2 — State Location Map Figure 3 — USGS Project Location Figure 4 —Project Area Subdistricts Figure 5 —Existing Land Use — Scott County 2040 Comprehensive Plan Figure 6 —Existing Land Use — City of Shakopee 2030 Comprehensive Plan Figure 7 —Proposed Land Use (2040 Draft City Comprehensive Plan) Figure 8 —Zoning — Scott County Figure 9 —Zoning — City of Shakopee Figure 10 —Existing Development and Vegetative Cover Figure 11 — Water System Pressure Zones Figure 12 —Planned Roadway Network Figure 13 —Existing Land Cover Figure 14 —Proposed Development and Land Cover Figure 15 —Farmland Classification Figure 16 — Parks and Trails Figure 17 — Soils Map Figure 18 — Karst -Prone Areas Figure 19 —Erodible Land Figure 20 —Sanitary Sewer Districts Figure 21 — Known or Potentially Contaminated Sites Figure 22 —Public Waters Figure 23 — SHPO Data Inventory Sites Figure 24—TH 41 FEIS Preferred Alignment C-2 Figure 25 —Overlay Districts Jackson Township Annexation Area AUAR — Attachments February 2020 Page 139 of 617 VV i.� m I I I V I ' I r h u .� V �l ((III II II 0I V1I1 ill 0 00 IIIIIIIII �IlNIPld 110000000001111111,11IIIIIIIIIIII,1111111111100 10001000010 mmluuuum,l I I 11111111 11111 � muumIII IIIIII I I I WII III III III I III I I II II II iI „ „ I )Crsstown Bly IIII II IIIIIII�II������Ifl�!�;1� IIIII mIII111111 111111111I;llmlli'l'IIMMMI uu1, �1 Ili 1,, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uul l l l l lIl l l l l l l 1 l 1 11 u140 hlu IIIf J, eei IIIWS1 vo I I I I I � I 1 I 1 I I I I I 1 I1 1 1 1 1 1 1 1 1 I I I I I IIIIIIIuIINuuI "Iugu llu�l lul lulml u u l l ll I I I I I mIII 111IIIII0III IIIIIIIMIIIIVII0 ll lllIIIII�III111�1(IIIIIIIIIIIIIIIIII 111111111 u u u , , , ° 1 1 1 1 1 19 1 1 uu uu I I V u I mI V uu u °u u °m u1 VuIIu IIuIIuuI ha,I m4ullMuuuuuumiiil 11111111�11111 WI � °�uuN IIN NNN� IIIim11°!!!!IIIIII1111111111111111111 M II 11 N 11,11pM111�1'191 11 1111 . I mWM u I C,ha � � � �U s Il0IId�ou I I V u q ° ° i i IV 1 I IN I u I u u u u u I^ u u IIIllu lIl� l 1o� " III lIVl I ll� l l � I I I VI I II I 1 I I I � m u/ u Iu u I I I11 1 11 1 1 mu u uum / II WI u uuuuuuuuuuuuuuuuuuuuuuu IIIIIi uuuuu�u�IIIIIIIIIIIIIiIIIIIIuIIIIN� IIIIIIIIIIIIIII 1111111111 Doi 1 I m ` 4 1 � I I I I I " I I l l I MI, 06 k IIuI II � l I u mla ll II 000 uI' u'19 II l � 1r w IN p Il I I Vu II � IM I1 ulluilI�4llIN1 lm uu 11 ui , l u � V uuI IIlm I nII II I11V1 v� j S I�WII� � p �I IuI uI u u e uupuIcumm uW�Vw u Wuu u nuu u u m1 'uu . uuu 1u II i rIu I� Iuu, �I �Iu I Vu �ruI� VuI?r lIi IVuI luI4 Il IluI I Iu � NI u I Iru raI aIu I uVIm uu l� �ul ll r ul luI� ul lu ul ll uluIu;l 1 ll, uu I uuu uII uuul lVI mu I uV I IyyI I Vu I IuI II Iu I IuI u u u u uV u mI uV lI ll u (� Il IuIIulNIVIu I1 l 15N VIVM'IMMIIIIIhIIR23W l Jiifi I I.NI II I. II^ iIIiIilI i i ii iIli#I iI l� iJu An ur am M ` um u IN I I IIIIV I' Iu I I I . . : u m I I I I I I I B l u m l l 4 uu IIrmI/ uIp IN uI u uu l�u1l 1iu1i 1iu1 uuuluIuI uu II II'I II II II 1iII II II II II 1NII II MII II II II WII II II II II II II II II IIIII II III II III I� II II I II III III IIII III II II WII IIII III III I' II IIII III IIII I II III III1 III aI l VuI lI IVuI lI IVlIM II�I IVV u II IV u II Iiu Ii Iiu Iui Iu Iu u Iuu IIu IuuI IIIu I uuI IIu IuuI I IuI(u IqI IIiu IImppM IIuu IIi 1111111111111111u1u1uu1u1uuuNu� op00msmmI1IIIII uuIIIIVVI IIii^ilIIIIIIIIII11i ouIIIIIuuluuuuum� 111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�11IP 01IIumI^IIII� (IIIII Urn Vulllllllllllllluuumlllllllllll 111111111�IIIIIII I Sec. 9 T115N R23W 1 " u rt wr irr / irr rr / r //r r %m r1111llu00 / r I / , �I11VI'Iu IIIII 1 � 1 I ar I / �„ i'L«ouisville �yryly�iggi4�Wq �rvnlnlauwrru'��II'+1f7 �li 16WiNIV! I�u'IWrm. �' I �IIuIIuI'Il YI/II/II�III� o/���/�r////��w� r nIIII IIIIIIIIIII1II IIIIIIIIII I(IICIIIsI 1IIII IIIIVIIIIinIIIIIhII 1IlIIIuIIuIII I�uIIII�lIIuIIhIIIIIIIIIIIIII I1 IIIIIIII I I�III IIvuuIu III 1rIICIIpmy III IIIIIuI 1 I IIw II / I /�)II l l�>�/�/�u (III IIIIIIIIIIIIII IWlllllllu Iu IIIIII °1 111 �'/ / II uulJ III (IIII ii IIIp,yI uu IIII INI N uuuu „,�/ ui �.. � ntiN'uIM'IMN ... I,II�IIIIIIIIIII u I u u ul Illllul III Il�lllluu uuuu�� 1 IIII dmuuum uo SIec . g s.ul1, ll „AI VVVVI R23W°°II�IIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111 laa, I II I II /,IIII1r VIIIIII,,V"IuIWuIIIIII,I�II(I IIIIIIRIIIIIIIIIIuIIm0NIhIIuII/II I %lGmuu/uN%uuIuIu/I;uImqIuI;Il;uIu/lII%/�IIUIfIrIVIW��1V.tiu1 ,„/ ,u1,/ ^„uulu,I�1IVIuVIu/III�IuuIrVuUuVmIIIIII1000001100000000,0IIIIIIuullu/uInIulIjuI,u�I/ luIuIuIluluIu�lIuIu luIIluuIw°lIluI°lVilu0lIIlyuuuuuu uVuNuIIIVuNI�1Ijdu1I1+dI1muIwiIwIii�IIuinIn�l 'IndiI;IIII��lI�lI�IlII,lIIflIVI,lIlII,lIIuuIII,uIIu'I,uIl"aVIIrlI IllIII�IIuiV�IIi 1II liuMI, IrvI„IVaIlI�lI1II IauuI�%iuI� uV/IuUIr IuI/VuuiuIuIiI /�uIuo„ �IIuI0./uI\ II1I/uIW IIIIIII/M/,VVs,�, I IIII1�ep� /"1wuIul V�V%I/III�uI �1 aI9%1 I�uaM/UlN;/II1l,�I/VrI1l�1I I m 1J1II1I1III1II°1I1u1I 1l1i1°1uv�1I11°11IIV1I I1�laI/rUCha1�1VVl�wwu�/uuuIuVIIuuIuIuuIuImuldlul,l1Ilil1°lullu�uun hlIIlI II I'I IurIIV'"iuIi"IIuuII'�uII"iIiuI i�"iui°i'NM"Ih°IVI�u IdV"II'°I'I IIV1' Vlj�IuaIIuuIIIIiuVIIi IIuIIIIu II1IM�Vu II m�mIII I(IIIIIVI�IIuII,�lII,V1IISI� IuuIIwiuVIV,IIuu,uInsMV, II VulvlImIluI II. 1 u1mW u uIluIIIuuum♦I mVu I �Iuums1Im �I IIIIumIIIIIu uIIII IIIIIIIIII uI1I,IIIYIIIllIIII aInlWa" ) �uuullpl,,piuyVIIIII IIu1 u1 „ IIfl II 1 II/V II ®IImI�MIII II I (%IV1uII uIVIuIImIIuIIIIIllIl°ll°ll° °IIrIIIIII�7III r uu„ I II ( � uIu1INIu�l�uuVIymlo I1 �uIIuNuIVu"lVVllIm�1 11 IIIIIu'IIIIIIuIuIII VIul u° mu a°Iu uI° VmIuI°mI IIVIuI°I1IIIu1 uI( uIIV� u IuIl`lIVqIm lItalIVlIlIVnlIdlIu�lIulIulIW 1lIu1I1IuV�IIIIIuuI IIIVIuuIuIu1 IIIuIuIuI Ium„I/IuIu�I1 I/uIuIIl mIImI�uI III uuIuuulImuuIduIuuIuV IuIuIIuumIIIuIuuIIu ltiI�luIuIlII luIIuIIlIIIuuIIIVpI1IOIuuuIWIuuIIIIVIuuIIuIIIuppuIrI IuuIIIIuuI/IIIIuwiVIIuV uupI,uIVu"uI 111111111101111111111111111111111 IIII lllllllIIIIIIIIIIIII M Vm(III IuumII�IIIIIIIIIIN� mIIIm7IIIIImuuuuuuuuuu� um uuuuu 001001111111111111100001 l WI IuVuI IuIIu III)IIIIIIIV lllllllllulu I011/`iI0I 00000 V1 I IuIIIIIIIIIIIu,lulluuu II1VIII III1IIIItlu11u11u11VVWWIWI V'rvuuuu IIII7111111I‘ 'dnlG I000 000,04 du 11I111umuu uI1111IMII II IIIIIIIIIIIIYIll0 11 1111�nesjSec 2 1.c 5 N'I ,VIm I`YuII 23W YAg a/rr�I r %/ /fs r//I)i / «D//lf , // % '/r 1 �hm d✓� //(1 ,15thSt m�rrn�r/�/rrIrIf� � S,f�/ Jll IIlf�II�V�IUV /i(/i I,�pr II�V/I /II4/��f ,/y�I(GW 1 , 4 i f/�f;t %//4' f Sec1,; al I �1i1 5N�// //>+/ c �'R23W%///, ) // „IIIiiii11111 I1r/I1�/�II 1/I 1 `fOn j / uuuuuuuuum NI1 I�/ IIIIIIIL�III1111IIII�Iu�ll . I/,/till loI IIIVIiI III ll/I III //�°fl I III (IIIIIIIIIIIIIII / WIIIIIIuIuu�luuulllll°,Ilu Legend © Study Area �WI PLSS Lakes and Rivers Park Land Railroad m�. County Boundaries City and Township Boundaries Minnesota Valle [ M� � Y State Recreation Area .I..,ipl mumummllll� iiiNl0111111�°I 1 1 111,IIIII„I II111Iuu,l' I11 uu V 101 I uu / Ilum II W III NMW 1"I I 11 IIII., I VVml�u Iluullllllllllllllll II... r c6 15 2W yl ulm Ir�j Y IIIII II� N IIpllp� ur% IIuVM'V VVVppVVp uVV f// (IIIIIIIIIIIIIIIIII I "m ull°I°j IIN1°0°°'m9 ii„ „WpIIImIIIIIIV �Q,,,,,,,,,,,,,V,MM uuglllllllllllllllllllll llMl^III IIIIIIIIIIII IIII (IIIIIIIIIIIIIIIIIIIIII 11111 W, IIIIIIIII I ICI vII11111M1111 I011111I/ VIIIIIi 1I1II1IIIII rlu�v'rr/ v I n �m11 p� Illllllllhl VVIIIIIII IVI IIIIIIIIIIIIIIIIIIIIIIIIIIIIII , 1 uuuluuuV uuuu uuuuuuuuuuuuuuuul I„iiV IIIIIIIIoNNu000l uuuoMuuuuuuuu00' I II MM IIIIIIIII „nlllllllllllllllllllll uumVl � V i � 'p'� IIW IhW� ti4 umn III I1d1111 ;Iuu ulu ul 9"�ItlIVIllldllMPIIlIul�lll�ulugl IIVIIVVImuuIIV111111111VVIIIIVVuVllllllplll IN11111I ��IIIIIIIIIIVVIII III III um I uuuuumu I 1 uuu u V I I IIIII IIIIII p I IIIIII u VIVIuW�ull Vlllm I III R III111111,1„1111111111111 IIIIIIII IIIII IIII uuuuiulU I IVI IIIIIIIIIIIIV II IIIIIIIIIIIIIIII I V IIIIII ,IIIIIIIIIIIIII III IIIIIIIIIIkIIlllllllm III u I I II I�IIIliiiill2 ul u I II �� �11111111 � I I oiiiiiiiullllllllllVu II IIWWIWIVIWIrWW �I�IWp IIIIIIIII I IWIWIIIII N IIIII I�iiiillllil pp IIIIIII VuuumVl VIIIII VuuuumuoVul uuuum 4uuuuuuml,IIIIIIIIIluI4t IIW III 1IIIIIIIIlIIIIIIIlIl111IIIII111IIiI1II1 IIIIIIIIIIIIIII IIIIIIIIIII 1111110,IIIVIIIIIIIIIIIIIIIII1111111111111111111111111111111 III111VIII1uuuVI1IIIIIIIIIIIII Vulum VVVNI�V III III IIIIMIIIIII IIIIIIII IIIIIIIIIIIIII IIIIIIIIIII '°0 W1U IM1tNIII�IV 11111111111111111111 II Jf Il m I IIIIIIIIIII IVVIVuV1lIl1^mIIIIIVVm �� 11111111 � /Ira/ 1 1 VVm uuuu' n lml I I IIIIIumuuluuu �� NNV (IIIIIIIIIIIIIIIIIIIIIIIII n',//�l �,/II IIIIIII nrr uuuuuuuu) I lllll2.r u , u1I )),c:r0)1)1,,,,0§,rsi r/i/i �/III n1�u rl r / R23W, VNIWM'M' %�/ IIIIIIIIIIIIIIIIIh � uuuuuuuuum III IIIIIIIIIII���� f / IVVuuuuV % III III 111111111111111111111111111111111111111111111111111111111111111111111111111111111 1I111111111111° r (JU III1111111111111111111111111111111111111111111111111 Vu"111 % / hull uuuuu „ 11 I uuuuuumluuub Iuu°IIIIIIIIII Ip IV Ilp � IIIVIV u u IuV1i,,, u111 VI uq ll r / 1111iiiiiiilllllllllllllllllllll 1, 1111utlulu ar II1uuVllll �Illilllllllllllllllllllll�� II uui1��N�iiilllllllllllllll mV I II��I11I��IIYYIIIIII 1111111111111111 ill111111111111111111110 NVVI� 1IIIIIIII0 IIII ul 11 001 yll 711 11 011111 till4,0 IIIIII IIIIIII IIIIIII IV uVllllllllVlll uI1I11 0Iumu 1"I (IIIIIIIII uIVII IIINN 0 111111111111111 Iuluuu1, IIII,,,+N,iiiiiiiiiilllllllluum �.w II I 1111i IIIIIII I;1�II uuIIIV IIIIIIIIIIIIII,�il�lli�pilm,lgll INUNImollmmu iu u CFI goo muI11111111 Sec. 6 II „ uuuupVlm�N +�uuao /�i��,mmy , �IIIIIMa1111 �4JT5N ,raW� I p r �umnluuuuuul IIWII��IIIIIIIIII Imuolll111111111111111111111111111111111111� R�3W 111111111111111�111�1�1> � r � IIII / � IIIIII Im � VV I I ��I IIIIIIIIIIIIII IIIIII IV I IIIIIII (� uumull IIII III I / uuuu lir(�f ilMlrl � I f (IIIIIIIII I I 1 1 IIIIII ouuuuuuuuuu DI n111 uuuulNVV IIII I II / , II )000,11 IIIluuuulluuuuuullulllulllullll � ,�l�l IlVuun. V 0, � m I (IIIIIIIII f 1 /wloll i1, y Md' I VIIV , //� 1 r/ r N G �l/ m r<xH WrrorurwnpLnarrcyrroaa»ri,„n y w ,r r, r� l)Ul�i" M mnnrm>nr /n,�irvv»aavinovlrrm mi Ilan I I I m wo al a n r r l o v minnnmrlan>Wm9 � 9f+aaylJJ"ll�P�rNll�b II I / Uii rl rr / I ,/ V r � r aN(�j,�jI�XOIr>71�f��(N�la'f��ll�UY�f I I Shako te' IIIIIIII �°°°�I IIIII ft�i MM' IIIIIIIIIIIoI Imlm� II1111pppu III IIIIIIIIIIIIIIIIIIIIIIII°IIIIVI Vll r ulllluu jIrNIIilp..,,,.� ri, dl� �l / n f I I r/�g1er /�/,l�'71i' 17+ IN I0 jl �1r' ;ff%S ;,;,,;,o. e,fcs ur 1Vn�>w r Ivry �� IIII / �'l lmu Iw rdU aMIVuWolmu lUuupuu wln�mVl,. IIII.,,, II 11111 Ipuluiii111111111111111111111111111111111u1qu °nnlu 1 . uuuum IIIIIm� � IIIIIIIIIIIIIIII 'UVVuriVllll I I... IpuuimiWWl MNumuumuVuluuu 1111111111111 IIIIIIIIIIIIIIIIIII11W IIIIIIIIII IIIIIIIIuMI 11111IIIIIII �1111111111I11I;II1111111111„„°IIIIII111111 III nname 0 0.25 0.5 Mile s 411 II o1m AUAR Study Area Jackson Township Development Area AUAR City of Shakopee Figure 1 Iry I I ry �rw«rw- wu1 �I� Page 140 of 617 lll� Noiood cung. en Isle State Location Map Project Location Shakopee, MN Scott County Coloon 1...111111 Hanover °°,Q�I,,(Dayton Penfield 1111, Loretto la i n Corcoran UC, UlU9i3Ol9,WblU,b Medina ,mir�rwrmnnamnwoan!nm I r e�rwla II m1ua11/1/. 011111lunolimuuma mnlm u Osse wNIMEMIIMmmriumrmuM Woodland,,. Moun Spring Minn tonka Deephaven Park Beach Tonka Bay Minnet G re e n Y M oo IIOAIAIIIUIIII ULkIIXillWlll/1VINU��11 Sh'rewood :)ce1Ior ��^YIN nM��ru✓aiJl U@ YXY r r IIvuMYI/Y OY. �w,�µ nIm04 Carve �iwrmwlwwaonP� ,,,,,,omr0,1/1 1,1111lmmu¢, U,WI,>v" WA ��DI�//NJI@QNfIQQf@Q�Nlfilld 771�1/ll� wnoiuromxwomulmrralnoll • ...01,011011 den Prairie wl� hakopee Prior Lake �roin�llll r,,f, I�IIIII��IIQ Cent f ,IIIIIIUI>,I' ,,,,,II Colu • is Heig is bbinsdale II. wY�����lwllkkklklllll„�kl�l�l lm l0m +Q�r�Uuu�aumi�»�0p� avage .001211/MWAIR Burns J 2.5 5 Miles Jackson Township Development Area AUAR City of Shakopee Figure 2 Page 141 of 617 W1suW�?�'1 OkirOt 'iologoosi o illull NW7iYN%IJJLJJJJJ9JJn0Vl rll�� rinJN�%%IOf,OPO%%�/nlllr, r �Yt „r rfri„ ris i riii14 1<� f ' vfJrrnl��lr o AO* ato �IN��vUy'rflrJnJ�f/IOuI;%0/1%Nitr`� c***r d44 �4U W�1la't�fvfllH°t�rrlly�n8 Oomot 644 �wr %'IIiJN+IN% ' 1 l yWf�fi4ry mracf +gj im 14' sw� 'a�p>S yui��r�Garai��aa�sau� � Wruf�r 41411 ,a„ pH/Ir illl lrliuitrrrrji ° )Jil/i,'J 4r��l�9Wsr���11,� l�iya„iiiiiii��l�Np, 4 Jllf4,4 Jay?�!'1!yJif�>)ay'l(1fi J �IIi�IWlIK�IHWI>� %`��i�/o ),;� � /ter ii0 7 (16bff� (W yr//Irlrlr/,rr,✓Iulyr °W W y'rrfrrGl/rlr// (011l/ rssv, �frr,�y, ifJ trifirrrrr frri/ 'd iilrr ifilJy/61v1 i /! G/OlGiO%%%/a//If Nlr 4,1 ,iviioimnvii Page 142 of 617 1'%�N111111Ur , m ^ /a1V III uIIIIIIIlIVIuIuIuIIIuIIIIImIIVIIlumu -I(IIII/1I�I/III,II/I�IIr I// /r /mI/ /I / /r II YPfTaamr V j �IIII IMl,IlrIy /I /%IIpII1 II�4 uImIUIIiI,I�II'NlIIII oIIIIIIIIIIIIII tt Ivry,'I,1 I � m.r/,�I,�I 1� IVmry 4 ,10I,I INIImII/� I,I,I1 'W1 III fm m"luW.n uwln 1 i r�yIruVM /1u^J �umu✓ uu uu�/ m/mu%uv//r uNl4 l,mII uIuIuI,uI�uIumuu� u«rm'mu6 r muIu II uIII luI uru� uIuIuI{ uNuuI�IuNIpIIIPI �m'�IlIdNNI �1luN IlIluV Ill ulUIlmIuul1IIlI14Io �ItlIP/IIIuIIId1II muI�IIauIffr1I mp mIfII WIarIrII I IVymYuwI/J 1 ulu0u1tt�„iN(rf1� JW, 1�rI I�IImu1yII1u1m1m1II /WuNV ltrq/ IIppU1 �I91�'IN oo '(/ //%/ummuuuu ae i/r/�/�//, II/lDir m ��Ma1 // a W N c11I �r IIppIIGI / IIII P I IR�I� f vVI�Irpp pu 1I1�l�p�r I lI'llru/I/�IlImirIvrf M.lI I Im VVI<�I rYP,M 1I/ 1 V pJyIm1luIIk lIyMnIII/I �uIlu< JlI eIIIlIlII � nII�"d�V r, r('II9rflIaIVII / � v�,I+`y 1I rI/U Iav(� mr f l I m I WrII ,lI 1dlV l�/mi/I•.(I. �yd1IeNI,,rI�I � IurI��IIm �I.'mI .IuIm1,I.Iu4 n�Iy 1 lr Iq,NY l 1�r1,0rIIar fI Jom�1�i�Ix u hI " rIntl�a llI1I1aH"1( 1y1I1I11 IV IrrI GrIIlr�I 1Iu II« f� l -0 NV I'WWI� I1I r /�// / �/%a ��IIII IIIIIIIIIpIIIII�lINiIIII)11,1 IIIIl uuuu I IuIII mu11l111I1ummluulllWI SrfI�esS' 4r� 1Vm Vr r�yD,u/rii I V � rW �rIlI 1 lNYY,ry /I 4u1/ Nr l / /�rI?rI 1 lY/R1Wml' eIUr /nI a/I IYTIuIGs Il II/'guI! ,Iu rrrIIlI '1 lu ulA /IU I Ii Ir/ rr/I IIlIi laP i /u IIIIIIIII I � r rym 1 4±4i W Y r N I III �w�wl IIIIIIIIIINNIINNIINNN� IIIIIIIIIIIIII I 1 IIIIIII I Y uuuuuuuuull111ll11 uuuuu I uu u11 I I I li� �r ,/,,/a//// mm IuuIuuuuuuuuuIIuuIIuuuIIuuIIuuIIuuuIIuuIIuuIIuuuuuuuuuuuuuuuuuuuuuuuuumuuuuuuuuuuuuuuuuuuuumuuummII uIuuII IIIIIIIII uu la I � l 5 �SIIuIIIIuIIIIuIIIIuII IuIIIIIII IIMIIIII IIIIII NIPIIIIIInIII IIIIIII , ��IIuIIIIIuI uIIuIIIuIImIIIIIm"�wryI,IIIIIm I�IIIII uuu�uuluililu I r INI l1W�Il Ippfl rllnyylm^^rA„„l J mr r �IffIIISIuI�IN a mNm mu ,I� I Illl I I I IIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIINII;lIIlIIlIIlIIlIIlIIlllllIllllllllll IIIIIi'l'i'll VAm�n WIWuuu IIII II II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIII NNNN muuIuIIuI u10001110 II1 m � I III IIIIIIu IIIIIIIIIII IIIIIIIIII II I IIII II I/IN� /"/%IlIf l�Nril, ujMu/ImuWdl/ (I V1 /II I�IIr /uuu/u I./IIIIIVI II u� ,u u IIIIIIIIIIImIIrfIrIII/IIIIuI/I/I0IIII IIIIIIIIIWIIi�aI/IlIYIlI IIVIIuIIuI uiIIIDem Ilm l iu/IlRtlN IVu (III1IIIrII II/uuII�uuIII1uIIIuIII mIuIIIuIIom tl1IuIIIIIIuII mIIu�,IIIuI1uIIIuryII1NII� 1uI�IIuIIIIuAIIIuuI�MIIu1"I1IIu1�fI IIuu1uII'r1"IIu�1IIµI1)IIu0VII' mIIuI,'uuW�1uII.IIuIVIIIlIImIlIIIIlWIIIUml,IuI.lII,IIII II)�IIuIIII1 IIIIII,IIIIuII I�IIIIIlIIm ImmIIIIIlII,liIIlImlIIlIIIIp 1 u� u„�I`IhIIIIIIIdI��Iwr�/IIIpI�If�IYIpIII�I�1II,III' IIII I1Iw I� j94mI� �mlII ,PVil1GGrr6� 1 u 1;�u�!VuI1�rm�f I1 IIuIIV„�mIIIIIluII ) 11IUlWuI' Y IIiWIIJu�IIWI Ii uJIIuI �rDu1u1 'ra��ul➢/ 1v�1 /ul9Il0rI �lY (uFIII,III, WIlIu�4INmiIII0IIIfIIIItt 0IIIAIuI/1IIIIII>II�IIIlVIIIIuI/wIIIuIIIIIIuIIIyIIIIVuIuIIIII1IwuIII� �III IuIIIIIVuIuIIIyINuIIIII IpIl"aIVA1,IuuIIIIuWI' IIr1I1II1IV°NI1uI�J/I1IW7I1I'I1I IJ1IuI/II1II1II/1II"1IIl1IuI 1IIaI III/IIIIIuIqIIIlVIu/I,IIuII IIu�IIIIu'�IIIIIu III/ IIIIIIIVu�9IuIIGIIulI1r�IU/VIl �II� /a1IIIIsII// IIIIII(III IWi I IIII/% IIIm/III1/IIII1I I1IIII1IIlI1/ I1II1/II1/III riIGI/ w/rIroIMrIII %IIaIj /%RIII8III1VNI Il 1N 1Il1 l INI 1I°IlI�IuIImMW�uIIII1uuIIuII�uIuIIIIImIIIWM IamII II uIuuIlInIuIuu'IIIlImIiIwIIuuIIIlIIW�IIuIuuIII 'InIII1uuIuuI1�'1InI11uuIuuI1'1In1IIuuuIuu�uI'II 11 1111111 uuIIIIIuIIu�IuuI11IIIIIIu/IIuuuIpIIuu/uIuuuI°IIuIuuIuuIIIuIuIuuIW�IIuu uIII�I IjIIIIuuIuIIuIIuuIuIIIIIuIIuIuIIIII„uIIIuIIIIIuIIIuIIIIWIIIIuIIuIuI�IIIIIIIIIIIII1IIIIII1111111111111 Aw1 I� M�wIIII I�uIIIuImIIIIIIuIIIIuIIIuIWIIIuIIuIIuuIWIIIuI%IuIuIIuIIII°uIIlIuIuI/IWIoIuuIIVuIuuI/IuWIuuII NuIuI/mIuuIuIuI/IuuI°/NuuIuuI1/IuuI1uluIuI1uIuuI1ulIuI1U NIuuI1uIuI1uVIuuI1u 1uuI1uu1uuI1u 1uI1uu1muI1lIuI1muIuI11I1�o1 IIIIIIIIII I IIuuuuuuuuuuuumiiiiiiiiiiil Ililllll iiiiiiil iiiiiiiiiiiiiiiiiilIIIIIIIIIII°liiiiiiiii iiuu IIINIIIIIIIIII"I'll"'" uIuuuI1d1uuuI1d/uI1uuuuI1/uI1IV /uuuuuuII/ummumIIuuII1um°uuI1Il uuIuuuIIIIuIIIIuuIIIuIVuIIuuIIuIµuIuuIIuInIlluuIluIuuuIuInmuI uIluIluIlluIl!uuuIl!IuIl!IluIlII uIlp1Ilu1Illuu1Illu1Ill 1I(lIu1IIlIuIIlIuIIlIuIIlIuIIlIuIIlIuIIlIuI°dIl IuIIlIr uI IlIuIlIu'IlIuIlImuIlIuIlIuuIlIuIlIi1uuIlIlIlIuIlI IlNlI mul IluMIouuI°uUjIpuIuduImIlumuI IuIup INN mIIuluIulmINIIIlIIIlIlIIuIuII°IljIuuIulmIuIIuIulIuIIuIulI°1IIuIu lIuIIluIuIl�I �uIIuI�IIlIuIIuIuIIIIuIIIIIIuII�mImIIIuIII1NIIIuuIII1III u�uuI IlIilIilI ilIilililI ililililililulI�IlIIilIolIlIulIl IulIlI llm r ull ul 1l�l (flluf �luu1auuflu/y�1Iuuuuu u/i7 1fdur�/uIullIuIIuII�I �mIIuuII�l Nu u�"uriIu/u�I�u1ud urNun /I u//�0uru 1u/uo/uVuuo uu ouuIuuIIIIIII IIII��mI111111 uuuu111 111111111111^^111uuuuu111111111uII IIIIIIIIIII III I I uIuI )IuuNuulfluu(lVluluu'l/ N/uVuuI1 ��°ummuuNNuu nuuwu°/;uuuu uu jjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjjlj NI 1111111 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII00 Io�� � �IIII;;IIIIII,I INI�I ��I IIII W I111�uImI lI uIINIIIVI IIIIImI 11u1111111111111uuuu„,„,Iuum1uu �olI iili, illllllIllllllllllllllllllllllllll IIIIIMw'MIIml uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuumuuuuIum ry III�lluuuuuuuull,,,uuIIIIIIIIIIIIIIIIIIIIIiIlill!u IIIIIIIIIIIIIIIIII �IuuVuI iWWuWIVI IuuuuuI IIumuIuIIuIIuIuuuuuuuuuuuuuuuuuuuuuuuuuumMI'II WNIIIIm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII w wwwl'wNI I IIIIIIIIIIIIIIIIIIII uIuuuu IN1I111II1 IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIlIlIlIlIlIlIlIlII (IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III uuuu) IIIIuuuuuu111111111111uummuIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII r°///IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIulIIIIIlIlIlIlIlIlIlIlIlIlIlIlIlIlIlIlIlIlIlIlIlIIIIIIII11,1111I IIIIIII IIII IIIIIIII WW uoft uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuII 1 u°uuuuu uuuuqiIIlIIIIUu1111,uuuuuu 1111111111111111111111111111111111111111111111 Ihl,au°I°1°uIImI l ��1 uuuuuumm IIIIII IIIIuIIIII/I I IIIuIYW.III,IIIrI IW�IIII III Ju NII In dIuu luuuuu7% r1'�r/u I III1111111miIIIIIIll IIIIIIIIIIIIIIIIIIIIIIIIIIII1w IIIY��VAIAIAIIIIIIuIIIn IIn'lIl Iln nnInullnlla1 luN�uI,nI 10nI 1���i IIIIIIIIIIIIIIIIIuI1111111111111IIIIIIIIIIIwuI1I1IaI1I1I111 IIWIIIII IIIIIIIIIIIIIIIII III11111111111111111111111 uIIuuuuu11u1 ofto u�llm w n'ilnlww 1000000000000 IIIIIIIIIIIIIIIIIIIIIIuIa IlumIlllllllluuuuuum7mYluuuwNANV1111Nmduu pp��Il�V�11� llllllllllllllllllllIII I �uIIIiII I W�uuuuuuuuuuuuuudN � / I/// % / //r //f�/ /ar% dIIIIIII)IIuIIIIIIIuIIIIIumluuuuuf D'%I °r /i�i//1 I IIIII IIIIIIIIIIIIIIIIIIIIImluu IlllulmuummllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 1 uuuuu°uuuumm1uuuuuuuuuummllllIIIIIIIIIIIIIIIIIIIIIIIIII I IlIDdImmlJ/�ii/ IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII !',till IIIIIIIIIIIIIIIII IG / /o/a/ //O/ d 9 ;111Itift p IIwIIIUmIIIIImIIIImINI uuuuuuuu loo i uiII IIIIIII a I !, ii FIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII l IIII�1�� um i ` f //J/Y 111 /! II ullulll11111 I i/ / j pl '/m,((/ nII�III,IIlI I I / .. ,,.I Wlllllluu l %/ o II 1� o I�yN�'�Nuuor u d m ll1 2,,J F Vl�r P uV It P' Wlu 'I! I`u 1 a ,uuum 00, IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII 11111111111111111111,111111111,1111111111111111111111111111111111111 )a 'I l;pu V 11011 uuuuu1WMuuuuuu111� 0000 ..,Im II,III�,M nlllllllllllllllllllllllllllllllllllllllllllllllll l�mllllllll WIIIIIIL.. IIIII� �r I'r1111,16i Nal'm m«N rremqunvw rrh /) 1JJ%%/ V f i Yk J 1 / f / l � rWI / NI p u uu11u II III � II' III I� �11 IIII Q�1 III 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111llllNllllllllllllllllllll NN IIIIII NN /„111111111111111III u II f1 IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �I IIIIIIIIIIIIIIIIIIIIIII IIII �I IIIIIIIIIIIIII III 1 u uuu) u1 I I uuu uuuu Vulu II I WI� I I 1 �11111111 � (IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IMIMIW I IIIII IIIIIII III i IIII I II III ...�NNN10I IIIIIIIIIIIIIII, I IIIIIIIIIIIIIIIIIIIIIIIIIII11 y/urJuru l 1 /1 1 1 I � 111111111111 `IiI�Ioppdr1,S/dlIIIf u,lIJlm PlIJlr�li )/ I If�VN I , I 1,I�I 1I1,IipI)�fI�IIlruV'IiIIIfIIIIIN�IIiJ11%II I II�idI/II /I1III11uIIII IIIluIIIII IIIlIl11II1I,°1e �Iu1I1IIII�NV1II1lI ImII1I �N �III � I W bnl III IDI �f lI�pII%/IIII�II11l/I//I 1I uIIIIPli �I1I �III //Ii /I1III1 I I l�I I II 1 J�III '"I /II lUl ���1°NG lII o,` 1 m /0IIIII1I%Ii p1II1 I lIIi1 1 III16 III 1 r/ G /lII I �11III 1II 111II II 11� INIrr lIlu1 1I11I 1III I'NIII,uIIIII I III lII1III II�1lII�% I 1IIu I II I1Il I�IuIIII IIuIIIllI L�III II I 1 I II lNI IIIII IIiIIII �III II �II1III Iw IIII1 YIIIIu IIIIi IIII III II I1 Il f IIIIl�l / IIl ,�l I1II Q IlI d I 1 r / J �uuI 'Il10 I l IIIl I iIII1 /lI y�iINIlIIJiII�lI iII'/1lI11i miI 1lI /I w �I1lI Iuu11u1II 1NI ve1/ 1i1II il I I11 ' u1II 1II l 1II1III �u1° 1N 11 �s1III 11 uu1II1 1II pIu1 1 �IlmI yI1I I1lI 1I I11I1 II1V IIIdI l I III I� Il I Il I f'1IIII �l u k � Ip fII I IIlr NII 1 � YIIIl I ; �Il °Il !.rvIIIII i YOIII fr�o+I II III1 1I�II �/II III1� iII III ldI 1l II l /II IIuIIIIII rfIII1 //III IIII ,IIl /1I i I II ,r�IJI m 1I uYIlIII1IIIoI� uI"1II I I11II IuII �I 11IuI IIIItlp I iIII,IIIuI IuI1III I11 WIIIII IVIuI9 I lI III �I s IlI fIIIIuuI1 aII IyIIuuuI VII)lI I II i1lIIII1 IIII �I e'IIumuI IIIIlIII1 �wI1III IIIIlIIII1I1IlIlI �dl�IIIII IIIl1 l1lI1 I� lI I1IIY mvII II1 I� II1 0I1IlI1I,IIIIY III II IIIII ��I lIIlu I �ufIftIpII1lIIIII1�I�M(Iu1lI�IIIIuIII1uul1I�1III1 I I1I�q1 lI I lIII � I1llII 1IllIlfl//�II1 IIuIIjllN II1IIulIIIIII1 llI III 1�,�) lIIIalI �u1(II1IlIDpIIIII1,III �II1IliIIII1a IIl111/i1IIlIVluI1�IIIu 11lIlIl Iu11/uIII111�rl lIIll II0I1iIIIulu IIu1uI1II/lIl /IoI1lI1II IIu1IIl11IIllI1I"1lIIIIr� Il uuIlI1 11lIIlllu" III IIlW1�/lulI /�IIIl"u1Il1 IIuu �mIII�Il1IlI IIII �III II Itl lI,IIII1IIIlIII l I INP IIIu1mj IIIIIII I'I IIl,II1 rIIII IIIl II/IIIIaI 1 mP IUr�/I,�/IuII IIII1III /IIIUIIIlI' lIIII I1II lIII Iu l%IIIII lIIII IINIi"1IylII 1 ' Nl��,/IlCII1lIIl1IIIIlIII 1lI. aII IlwIIuIVI'IaIhIlIIIIIII Iw lII1uI" 1IIVlIWIIII �II1lJ II1 WaIIIII lIIIIIIIIIl 1I IIIIl'�II1III IuI l/IIw�IIIIPuiIIIIII1I°II 91IIIIIIl �IIIIIIII lIII I1"II�/ IIIIIIIIIIIlu IIII IIIIIIIIII I IIIIIIiI TIII I �IIIIIIIIuIII�III IIIIi 1 uI1IIIIIIIIIIIII1N IIIIIu e III uII IIIuII II �II 1IIIIIPI/II uII1 III I 1 I lI IIIII lI,I IlI ly/ 'IlWII,IIIIIaIwI IIIIII IlII, ' Ilu0III1IIIIlIII,I II I I�III1II I II I, UIIIuI1(IluI gNIIII ��IlIIIIIlI IIlIlI IIII �NImIIII'YIulIlI IIIIllIuIm IIlIlIIpIIIIIIII /VjIlI � II VIlIlulIlI IIIIIIII �liII fIIIIIII 4 1III' lllIIIII II,I11�I IIII I IiII idle iliiil1IluuuI II1 IIIII1 I1 II1 NN I�� 1IIII�IIIIu upi I IVI llll (IIIIIIIIIIIIII IIIII�1 I I NIIII11111frG I1, ;'*r�6 WI11ill' II IIN pIuuuIII IIIIII I�II IuII aIIuIuII�I IIN p/?IuuI IIIIII !�%II1IAI �1IItlill�II1III1I 1iIuI IIII tI IuIlIIl111 I �taN� rIIIII1I V uIIIIW1I IuI1mI IIIIII lI uII�aI IlII J„%I I III1I dr 1/IIII II�lIIIm 1�/IIIIIIIW /�IlIII PI I°1�IIuI �ilIIII II1Ifr1 /IIIu vrIIIu rIIII11IIuI 1I 1III IIilIII IIfuuuII�W�IIIuII III II �1 I1I , Il I IIIIII � II ,aIIIIu „IIuI I1I 1,III1Iluu 1IIIlIII IIII l IlI r�w1llIIII1uuI iu /(I ul +�1IIurlIq �fuIIl �IIuuIJYIIuluu�ruIIl/lI1 �IdIIIuIl,Iuu '�rI luIIl iW uIuI�N"(JIu�VII �YIIIuIl)IuIuluIIl1IIuIIuIl 'I1mIIIl IIIImSNlIu�r lwIIlu;,uuuuyIl1III17wI IlyIINl1Iu ��IlIIlu1um uuIm'lUIl1Il IIIIl / VII �IIlI1I lIIIg �P( u mmII �IIII1 IlilIl IINI1uIlN I1/III IuuIlIII1 1 '/mIli � IIIIW�IIT �J1AIIIIIIIu IiIIII „1 IuI JI1Il IIIIII III1IlII IIY�IIIIIIl �IIIIIII1IIuIIII I IIII �III III�Y� W�IIIIIuIuII IIIII��iI I IIY IIII1 II I f'rIIIIwIm IV aII IIIIIpI�III rII III IIII I II U IIIIIlI IIIIVllulIuIII IIIIIIlII�III f1 ; IuI�IIIImuIlImIlII^I IIN ��IIIIIl ulI IuII 'I 1 I1 IIIIll� I�IIIIIlII I1lIII / IIlII I1IIIoIIIlI Il1IIIIl°I(III � IIIIIII INla I1I IIflI�I III1IIIII IIIIlII I °IIII1IN Iuu I IIIIulIlIIIIuI1I�6/I '111 I, II I'lllil'diil ° III I I IIIII I IIIII 1I I IIIIIII11II1ouIIIIII11NNIuIVI hI IIII1 11ll° I1 IIlIlIlIIIIIIIII IIIIIIIIIIIIII IIIIlIIIII II IIIII1(III Wr��f�II NNu�I/�a(mII°IIIIIIIIId lII NIIIII! lI II IIIII .II "IW1 Il IIIIIIIIIIIIIIIIIIII 1I1IIIIIIIIIIIIIIl 'I I °lIIII�IIIIII u lIlII�IIIIII, /lIuIuIIiI IIIII IIIII �r �" /pIIIIIII11l I1 ir /FIII lIIIrIIlI1IlI 1Ir �/ I1III�I II J ,II yIulu1I1II I uIIIuII 1I1 MI/ImI 1l1I,uI luI1IuIII,1I (f'1IIil I/Il, ° 1II �+ID.1IlIIrlII �1Il Il I lII / °IIIIII Ii/1, %/1IlI lr ol%I1II a o Iho1I1uIIIIu l1 IIIII luI rIVI � IIII rIlI 1I u a IIl1IIl 11lIrII��1l I1uluulI 1l, 1 �lIeIIl ru1uluIIIl 1ylI IIlI u1 �l 11l/�llIlNlI Il l I IIII1 ll uI lIa IIII WI IIIW uII^IIhIkII III l 'I Ial IIIIIIIl II i�IIIIl I �II1IIIII1IN II1III 1I �IIlI 1 I III)�U II1I I p,�III II11lII�I`aI1I/�IIPIIIII�u mIIII 111111111111111111111111111111,111 11IIIIII I5�Q u II19I1u1II jm11I 1IIu lII1I I o/NulI1I1III II IIlu IwIIlI l IuIuII IuIIu uIIm/IIIulIIum Iy IIu IUI I1l I ll1/ I1III � IVII I1I1II I1 w�MINI IIII INIIII IIIIII 1 I (/I 'frl// ✓ J/r 1/r /Wf ff r mu� rmMr f/ I u/ / I1 ° I 1 �I NII1 I II Y � 1 1 r f / u / � I i % '/� J 1 m/l i i J yl f ^� > l I , f � I f � f r /� , �� I � f lu u b r J yr � I1� l� y I W ) el ,u um r G° I f / J ry� / f ( N M IdI v I I/ f1 Am l�r / � i f , J 1I � lm/ jm o r r �r l4 W l ,r l � f n yI 1 I J ml r Im 1 l V l U� l Uilr I / �i � r/ I 'r I r Ir I . I I I � I � 411 11r N , /®„n 4W(°IVG�) %6a,7 JJI II m7 > r " ( � ' ( 1 I I a ( r lm d u u Va iJ ( � I j � � / I il f l1 j �J l / r � u m / l � NI1 I ( , , , rI , � 1i I� N� /, l 1 ' r r � i I N � �I m 1Ir ' I � r 1 a � �r k � ' I I 1 o � f �, + I � II M P , 1 " r , �1 , , f W V � � 'f r l u v l i r l! w ' " d i I � I i I l I l ' e l I m v I I , 1 l , m , / „ II N (dd rifl 6f Page 143 of 617 Page 144 of 617 N N i CO tO a) ) 0 a r0 67 co _c t/) O co O N co N co iris////%///r, _c ''',(/ iiiiiiiii ',LV'?::',,ii Hf %ji%%i%%%%%%%% „//i , r, T. CHIrIF II 70 o L\ co U IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lw 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII c 0 co cn /� 12 0 L 0 .C:5) Q C- a_ =t High N ci LO 0 0 IQ co a) 1 1 Page 145 of 617 ,li plilhMONlI101,11'l011rIIT1,I inammogis II a III 1 Io I I 1 ull IF IIIII III �m '' II dull nlnl II K I 11) 2 , f�1 %II,�,;;;;;;;;' VIIIIIIIIIIIIIIIIIIIIIIIIIIp�VVuIIuIII,WW�II�IIIV'18iuiiii;Il'Illululllll 1�/ror ��/� ,,, dlldlpuuli IIu1 Illlllllllllllllllli� ,f',Ic1' III ir, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I II ll'/I omNr�l r � I IIr III � ' II Ili ii/ ul 1,0 hoop oh 111111 I I'I°I141411411IIhillINIIIN,ii i1 11� 11111, 444 ,11 IIII IIII IIIIIIIIII IIIIIIIIIIIII 04444 !wn��-.„yy r �lurl III01,11 IIII 111ioouIV uuuuu �uuuuuuuuuuuuuuVuuIIuuYuIuII III1II111'10��IomoI11111111111111111111111111111111111111111111111111111111110 1IIIVIIII II 00 IIIIIIIIIIIII,IIIIIIIII111111111111111111111111,(IIIIIIIIIII 1111111111,11I dd4,4 04,04404 dddddd4 11,1, �orr00% ai AAA���������AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAo rr lllllllluuuulllllllllll hohhohoolohoohhohohipIllp I I�I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111 d0 IIIII I Illlllllllluuullllllllllllllll�, nl.A1 IIIIIIIIIil �uluuiuuuuuuuuh (IIIIIII IIII �Illlllllllllllllllllllllllllllldlllll°°IIIIIIIIII �o�o ���o���II�I�uIIIIII I I, IIIIIdINn1k I uNVI IIIIIIIIIIIIIIpIII �uuuuuuuuuulllllllV° gIlu9llllllllhll pllup11111°"'I III V IIIIlu1 IIIIII1l1 '�I'"III IIIIIu6iIIIIIII11I1IIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII�IIIIIIII (IIIII ulliiplll 11 l IIIIIIIIIIIIIIIIIII . IIIII��II IIIIIIIIIIIIIIIIIII111111111����;;;;;;III °;�11 ' I I owl 10 uuuuuu N owl uull IIIIIII (IIIIIII 1 uulllluul IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII mV I IIIIIII m "'�Illlllu �N II II II V II II II V IIIII IIIIIII III uuum IIII�I1Iumumum I u I IIIIIIIIiiiiiiiiiiiiilulllllll II V I "' I IIIIIIIIII IV I I IV I I IV I I IV I I IV I I IV I I III loll) a I I a I I a I I oV I I a I I a I I V uw I IIIIIIIIuuu uum m I I m I I m I I m I I I I u�l m I I m I I m I I m I I to ��� °I III III III III IIIIIIIIIII IIIIIII IIIII I iiiiiiiiiiiiiiiili III III a IIII I II uulllluuuu IIIIIIIIIII um I nl AIII (IIIIIIIIIIIII(IIIIIIIIIIIIIIIII (IIIII IIIIIIIIIIIIIIIIIIIII III III a Ioololom1010101010101�IIIIIVu wouuIIIIII II (IIIIIII„ mui�;;;;ll°liiiii III ��� IIIIIII I� I Ilppli ul1IIQ I IIII' u1 u1 Iw w Ip1llullulllu (IIIIIIIIIIIII Iutl11 d dd �� II d ����10,1� IIIIIII Illl��p �I�I�I��Ilmll I IIIiIIII1IIIIIIIIIIII IIiII111u1 I IIIIIIIIII d IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I (IIIIIIIIIIII IIIIIIIIIIIII III III ul�' 1 ill ollii%iiiil of III I, ud� Iluwdlllllllll IIIII Ilid�lllll l l II 011,11111 ,Ill .Y � II �liuuuuuuuuuuulluuuuuuuuuuuuuuuuuuuuuuuu II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII °1'jllilllll�l I IYI�VhhhYdd�l 111111111111111111111111111111111111111111111111 1101111111111111111111111111110001 IIIII �II� IIIIIIIIII 4 IIIIIIIIIIIIIIIIIIIII I II I 41111 umul u mlh II Il111111llllllllllllillii ql ,IIIIIIIIIIIIIIIII I I II IIII I I I IIIIIIIII I 11 I I (IIIII II I IV I I II I II IpIIII;I11111 mmuluuuummuuuuuuuuuuum �� u lyul IR IIII'IVIIihIIIIIIIIIIIII� II I I IIII IIIII IIIII AI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII llu a '�ulllllll ili 11 IIIIIIIIIII I, �uII,IIVllllllll�ll ,i11 Illllllllllllllll 11 (IIIIIIIIIIIIIII 11111111119111111161111111111111111111111111111111111111111111111111 II;V 11111IIIIIIIIIIIIIIIIIIIiliiiiiiiiiiiiiiii'iuluul 11111111111111111 IIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIII .,IIIIIIIIIIIIIIIII IIII IIIIIIIII Suburban Edge Residential lu 1II I1 III�I�11III IIIIII191' I110110,1110110,1111111 11.11.1111,011111111 111111)11111 Vll oouu ouu II,IIII IIIIIIIIIII Ili Iltllll Illllhilllli III "IIIIIIIV (IIIIIII III II uVll hullo I II I Illiiilii'1I111111 uol III ullll'�I '1 I III 110 Ij'dIdIIIIIIII I II II I III IIIII u III,IM�a1111�✓✓IIIIII I .61I_ul, I IIIII III ,.N U� IIiI1111111 quu�„1 IIIIIIIIIII Iu I IIIIIIIII III Ilu, uIIIIIIIIIIIIIIII Iliulllllllj1,111111 I II II uull 111 liluiillll IIIIIII III III (IIIII I IIII iiiiill IIIII III luill,Il, II VI„IIIIIIIII I �����I (IIIII IIIi1 'IIII IIIIIII III Illlllliliiiiiiillll IIIIIIIIIII. Illlluullllllll Illlllmu 91111I (IIIIIIIII IIII III 11111111 I PIPIT I I I � II11 I II, IwVwMr,� I 1� II 1Ih1111111in III (IIII ^�II I luuuu ��'1' gull11111111111011111111111111 111111111111111111,11,,,,11011101,01,014111011101110111111 111 11,11,111 ^II V ul1 1 IV lVul ' 111111 II N hohhhh III IIIIII00111111111111111111,III�IIIIII 'IIIII (IIIIIIIIIIIIIIIII II I II II .111111„ �,I;1;;'I YI'i liiilii 1il'i1 II!I II II I plllllgplpllllllllllllllllllllllul 11Iml lquluulll 11,1, l 111111111111 11 Page 146 of 617 WII (IIIIIhhuuullluluuuuuum IIII���AAA W Ila,l u n IdI a uul IMlumm hk Iwai I nw91"I �IIIIIWIII � r �.eII70Y 00'07ilulr,�lll I mVlr/ �IPnY y r e,ii IIIIIIIIIIIIIIIIMMIMIMIIIIIIIIIIII 0) i i 0 N >+ c c O EL) V .0 o LI— v D) i .>7 cr) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIII unifiliff , Ir Ir iru n1II � �l f NN NNNNNNNNNHN[1[111 NNNNNNNNN NI NNif IN IrIrIrIrIrIrlrIr'NI N kHHHHHJ,111 '' N N'c N N N NNNNIr I� N N'rN N NI.N ifill N INI'N'Ir"Ir"IrNii pa, �Irlrlr� N N'"��rl rl rl rl rl � PI N ICICINBIr Ir I�IN IN "N� N m ummpl''',',.' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Page 147 of 617 IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIII,,,,,,,,,,,,,,,,i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII D) ■ 0 N a) 0 L � os LE CO '74 W cn V T Tr T3 CD -0 0 a) J 7, a) .7) CO C3 _c U = 0 � N m m TTTT T ■ 1 rrrr _ IFflTI R1 B iltipll ■ =t LO ti Ln 0 LC) N O 2a 1 1 Page 148 of 617 yyYY oll'I�Pllill' um r y1Q ��li� pl �' �.1m u�Vl a ITI u Y Pam, III II � �1MPo III. I IIII�uuN �,IllVulllll IPuuuuuulllll I�IIIIIII ,III II �III� Illli "Ililrll I rillIII III"ilil�llllll I VI uum � III II,11I1 I 1mm 1,11a��maeao mim'mmren� uuu)fy�fw��YPONrIfx fur v 1 Li l,Y 1n� ti Page 149 of 617 //11M111111,11,1111111111111 IIIMIr111'111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111,11111111111111111111111 hhhhi II 1111111111 111111111111111111111111111111 11111111111111111111111111111 1111111 011110111 111111111111111111111111111111111111 1111111111111111111111111111111111111 IOW , AA, Allt. r , 1111111111111 111111111111111111111111111111 1111111111111111111 1111111111111111111111111111111111111111 111111111111111111111 WON 0 1.1 0 0 0 CiPA EA 1111 1111 111111 MI 1 mr :sr 11111 111111111111111 AMIN. 11111111111111111111111111 11111111 0 cy) LL(0 co ---- cr, 0) V a) a) d > § c) ic) .. fl Z 5 5 (I a U 0_ fl U U 2 co a m c:7) CL ILI ILI 0 A cu m cu I _i 5 I NEEN• 16 Dste Ground Stg Res. Oln Existing Water Main 4 co co 0 0 0 CO Pressure Zones 2nd High Pressure Zone East Pressure Zone 1st High Pressure Zone Main Pressure Zone AIN a) Ild Ild a) I A I A tr3 CU CD 4111 I A I 41' I A A U U U Ed A Ed Ed EE: 3 Ild a) I A I A. A I A or A A A S. rt, A t U pxw quewenardwi pepuewwooe arribu\axv\i\sp\elepdn ueid Jelem dwoo MOO \si.Jodej \sid.frubsp-wHeJ QIIIIII(1,M, J1111J�1119111JD�JU� yN yllyllUJ fi»��mh��nm��»lu»y�0 ,,, m�1»���auai»ua����iii�aiuiiiliiuml��iiuuiii�iuuai��a����yuu���iiiii�ailUiiii»lii�i n ��f%'�r�rryt/r „ ��, ��'f''�i I1111Hang 1 NERI NNM(l�i D .SONARIM 111 lm8U9JUU P , , SD 1 rlJlf�(l fl' 0EI1IIIER�O�lJlllNO;llf, Stfi is pI 41 ppommill ,Z,,//z/ m,d 61. ni %�,II;iIpY t%��Illllllllllllllllq�lllllllllllllllllll@ Il�d (0' l Nl i%gym / f4 000000000 111111111111111111 ....... 111111111111111111111111111111 o I,. u 100 AEI r 4. ii„)! 11,1 r r uIIII IIIIIuu'll 11,101 IIII444/6 t i l i001100000000000 111111 lmlm,o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII mAti II I !AI IR O1J pm 1I 11111111111101 111111111 1111 I wi'� 11111 11111111 1,1,1111.0 Nre Irl I ")�,',,' k' , J % 6a I 6 lily, if J,I ,,W>>r� i%... Vuuuuuuuu uuuuuuuuum m /r y uum�llllllllllllll I I ll to / Wuu IIIY9100001 141V� r� 111111111111111111j,111I � o uuuuu orrEv 11.11.111.111.111.111.111.111.111.111.111.111.111.111.11 1111111111111111111111111111111111111111 i I ,I1IIIIIIIIIIIIIIII 1000111111111100,111111111111111111 Pli Iiu,ll�llll Idl��ll cn a) Cll 2 0 0 1111rw o ur�t lllr, �`' 111%J' p �1 llI' Ilf, r lr 1J � /1Jj,i r �I�IIIIIIIII / �/ � �/� / / %iaa fi ,, 51 it. .044: C 01froi o l A� ,l�J 00 Jb y , %rk" i; IIIIIII IIIIIII 61, / uu „IIIIIII IIII i louuuuu � ��� / 0000uuuumoo �fOmmo���ddddddd �fmdd fmMmmm�mmRMuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum�(�(� 11111111111111111111111111111111111111111111 �Wwwwwwww w ' flwWwWwWwwww—ll wwwwwww--1 /IJ 1 %, r,;,,7i rig 1 D 0II,/ PROM IF , /l I 4/ , At ; /A %%%O%%lflf i /frf(/f(; �'JJJ �1J1J1, dl4lJl / ,z ) I �'/ -Wt .,0 i ,I a 11l r /11111/Il%/ilia �1, �i rl,l/ r ,�ai,ff IIII ��U �%� 1 IIIIIIII IIII """ wi � % IIIIIIIIIIIO Iln�l���uun�u�uuuuupp 1 �I IIIIIIIIIIIIIuI III l i ''�N��uulluwuuhMlVwlil��l ll I �Illm,/wI . I I III % it i11 1 !,hn1 JI i,ir sr, i �l%I �II°1� C1�I1� Page 152 of 617 11111111 I illiii IIIII 4) 0 V co J J III° 111i111 �� ��II I11 rII of 1 loll logl I''uuu dllllllll uu I�Illlli � ' III IIU h l Ilomu i'uull mu.1111 w 7rp,Y9 11 , 111 ul Adele llll' I III II �I I II 19 dllllulllll„llp1u I� IIIIIIII7�' I m°�Nulll IIII II III Ill�lllllmlllllllllllllli ulu 111 I I u u ui u lhoohhohlohhhhhhilh'I lllllijlllll u uulluul aloulu II IVu dill W I'II 111111111111111111111111111111111111111111111111111111111111 I ItlllllllIlul Iloulli s � IVIII u � Id umu I r, II/� III I! Ia ui'uuI' II IIII I'l um IlllpIu�m ul«f II0, III / h rIu vI Di :, 1111111111111111 i�Wlli111111111111111 lY� irr .11.11111.111111.111111.111111.111111.11111 �rl =t N LO N 0 ),4'1 hhill1Up00111111111111111111 hhh 2 1 1 Page 153 of 617 /70 111111111111111111111 mm uuuuuul and uuuuul'$60000 11111111111111111111111111 II IIIIIIIIIIIIIIIVI I udlll III 111111111111 I mu nl111111 VUNIW IIIIIIV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIV IIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111 IIIIII IIIII II «r , , , I I mm pp C7 osSCjwn• II , k Ill l Q Ilm VIVuo111uuuuuuu m h mmu d rN IIIIIIIIIIIIIIII II �g p NIIIIIIIIII IIIIIIIIIIiiiiiiNlllll hlluuul°°iduu 1 " o, 01111111111 o ii „IIIIIIIII Illuullli uuuuuum uuuumuuuulllllllllllllluu 1101010i66ll uuuluIlly Iluuuuuuuuuuuuuuuull 1 Illluuuuu III IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I / 111111111111111111111u�uIIIII IIIIUIIII VIIIIIIIIIIIIIIIIIIIIIIIIIIIWi 1W11N11I ml IIIIIIIIIIIIIIIIIIIIN IIIIIII�Nlllllu l uuuuuuuuuuuWNuuuuuuu�1111 llll III IIIIIIIIIIIIIIIIIIIIIIIV llllumul �muu1mu11�VIlUVuuuulu1111111111�1111111 III e IIIIIIIIIIIII IIIIIIIIIII {I 1 11111' IImUU111 ,111 1111111111111111111111111111111111111111111111111111111111111101o$11$111111111 11111111111111111 IIIIII I IIIII 11, 61111111 IIIIIIIIIIIIIIIIIIIII uu" 111111111111111 m11111111111111111111111111111 111111111111111111111111111 IIIIIIIIIIIIIIIIIIII �11 111111111111111111111111111111 111111oIIIIIIII1,u,,u111111110 III .a. 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII uuuuuuumN ulmlllllll1ll1111111111111111111 III NIIIIIIIIIIIIIIIIIII III IIIIIIIII ,0000, oo II u1 uuuuuuuuuullllll IIIIII uu1 ( � uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuudlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll Om m°Iu1 IIII IIIIIIIIIIIIIIIII�IWIWWIWiIW1�Ynuuuuuuuuuuuuuuuuuuuuu cull IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII III IIIIIIII IIII IIIII IIIIII I 11111111111111111111111111111111111111111111111111111111111111 uuu iiiiiiiiiiiiiilN� WIIIIIIII�IWIIII IIIIIII IIII W IIIIIII IIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uuuuuuuuuluuuu IIIIII uu uum uudl 1 WlllUl Ill) I II Ium IIIIIIIIIIIIIIIIIIIIIIIIIIIilllliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiilooVuuuullllllllllllllll IIII �uuuullllllll,ldlllllllll 111Vp11111111„11111111111111111 9111IIIIIIIIIIIIIIIIIIIIIII 1 111111111111'I IIIIII uINN„dIINI! IIIIIIIIIIIIII I IIIIIIIIIIIIII °IIIIIIIIIIIIIIIIIIIIWIIIIIIN WINNuuNWNWIWWWW 011l 1 uuuuuuuuuuuum f'u WIIIIII N � uu IIIIIIIIIIIIWIIIIIIIIIIuI IIIIIIIWIWIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111N'INIIIIII 1111111111111111111111111� IIIIIII°IWuuuuu VIu II �IINNNNnnm 1 uuuum�M�Y111111111111111IIIIIIIWIWIWIWIWIW NW�IIII N 1100 VV�1u11 l✓�IIu"IIIu'IIm1I1I1I1I1I1I1I1I1I 1IIU1I1Ii1Ii1IW1I1I IIWIIIIIuIIIuIIuIIuIIlIIuIIIImIIIIIIlIIuIIuIIuIIuIIuIIllIVmIuII IWIIIVIIIIuIIIIIWIIIIIIIIIVIIIIdIIIIIIII"IIIIIIIIIIIIIII° II"II"u�"V"I"W"'I°WIIuWuuIWI I1IIlIV1I1lVl1lI 11lla1lu1u1Iu1Iu1Nu1�u1Iu N IIIIIIIu1uI1111111111r IIWuVuuuuuuuumuuuu iio, uuuu1III IWuuuu1 II14puuuuwUIIIIIIIIIIIIIIIIIIIIIIIIIIII Im IIII II 100000000000000001, uuuuuu IUI�IUlUl1 I 111 IIIIIIII I IIImmllllllllm� ,p, , WIIII 1,1IIWIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII IW1I I�Wiiiiiiiiiiilll mu i IIIWII111111uuuuuuulllllllllllllllllll plllullllllluu 111 ,% IIIIIIIIIIIIUIIIIIUIIIIIIIIIIIIIIIIIII Vu111Il1luumuuuul IIIIIIIII IIII 1 IIJ 1 m oIWII N�n,MI m, / Q J ,f I 1 !m Jr 1 i I � / fI 1 / IIIIIII o111iiiiiiiiiiiiiV1111111111 ol 111111111III �IIIo1u WIIullluuuu `,p I II I uIIIIIIVVIIIII /ry 'ooI11 I d ' / r ,a)oiot � Vmul11uo1111� IIU Id III � +r( �f1NV� ul III I 7 d )�� 010 6u 4 oal�ti u n I IIIIIIIIL111� 11h1111111111m uu ul uuuuuuuuuuuuuuuuuu uIIIIIIIl1111111111111111 II I IIIIIIIIIII Wllllllllllllllllllll 1101111uu u uuuuul uu1 uuuuuuuuuuu111111111"""V�1111111111 I 'Vulll IIIIIIII IIIIIIIIIIIIIIIIi�IIIIIIIIIIV IIIIIII luuulll ll d� l IIIIIIIIIIIWWU�IImI ,0 2/ u u N u � V U u u u u 111116Nuumxi �uul!!II11 uuul unn/ Illlllllllll duumux I0° ,400 „pool., moo, 0000 � rn uIuII liI uirI 7Iu I�1V19u/ 'r �ImIu Mrru�/ pu U�u'^u��0y1 uu '�Iu�u1PI"uI1IuI�u1mNImII ' u uI uaI I)� „ua u, u I u�lu /d'ulu / Im,I u9Iu"Ia%Iu�%uIINIuI �uI I I,lI u��II uNI ,IUNuIumI IUu/I�ur 1,441101 Wm IuuIuI/ I I1u�I II �r VuI%/u "Iu Iu rI ` Vhu! u �uu u u N lI II Wg WNa l u I �uu 'iIW, ImmIuuuI VIII II,fI1uu,W Ju0Im1' I I Suuu°I� Id,uuuri0I �lIIuu uI�1 IIuu WUI I ,III1uuu VI IV I IIu IumNIm 1 u1u1ImI uIImII umIIuI IuIIu �uIY IuIm uI Ium Vuu 1 1 uuIIuuI u�uIuIII ulIuI IuVuIlu 00, II uunN uII u0 p1ulN �Iu1 l V ��u muU u �u I uI I u ' u u u u �I Iu YI u W u u/ I u i u iu 1u iu1uiuI1�� uI UG e u II uV �iI u�'uliI IiII fu liII iI u riV muVi uiu uNli luiuI lui lmux,iVpu�ViI iI uu /! iIIu a uiIuu iU iI um" uiiI, miUW iV u. lI umuiI lI Uu' �%uUW 1 J N uN I iuII uI rI )'uI uWI u '(/�IIm I uI a uI1 1IuIn l uIuIIu IIuluINu^Ibu I�uIau r I uIu uI II uIu I uIIIIu IuI uIu II I,W IIluII IIu /I III uI� IIU VIIu II u �II I 1 W iI1u uiI I 6p%/I' uryu I iuI WII uWu �I l,I �I /um IlI j 1I I u, II I IIU �uIm W W II u 4IUI r I Il uu1I IUIlI °n1I mI� mu IIu ,u IIlm m@I IIu IIII �I Il1 I1 Il �I1 �InlI I1 dIl „ IlN1 I Ill ° 1�Illu IIllu Ill u IIuu„pI/1I 1 Iuu IuI I,uIuu UU 1I� u 1II uuUIII m II� UI II I II WI III I II.II II �.I I/II u II III.I II II IuW II lIIIU lu I l1u II l 6m II lIII l III ll IuII u I' II �u I � II II aIIlI�I I I1 u II1 u II uI II >IIIwI II lI II� uu NII I II Iu�IIm I I I u I I Iu l I u u u uI � mI � / u �I u u� I uI, I uI u V WVI� m1 u,� IIm t /u u� u� m 1I bI /I 7,ulI mlI 11dV1 V % 1uI lI� iI ulI u I/� uuIu II �I� Iu �I' ylI "l LI " KIu � I I » I I„ II TD I " `I N I aY IWr I°� Il a l°, fi ° IIul IIl°lI 11l dIII°I I Im I uuu lI @ /iu IlI l l,iII uu �ilIII� iIIul iI iI l iI l I lII Vl I l N l II I uu I I m1u1 1 u1u � I1 l u Iu d1, I1u uu l�1I I I 1uI u I1I IuIIIu u I IIu"mIu mI III uIIuI II InIIuIIu I�pl dIIu VIII IIuu `NI �III I III I INII I II I III I U%II II I I I I I I I �II II %xI � I I II I wI I I N �I �°I� r�I ,°I uI °I I�IWII li� I I / m II � IuuF lmu1 ,l I u" � I I II q/IIN II I II I II I'II I III I lII lI � 11II u I lI �I lI II I I �, IlI/ I ml VIIm - wI m fJ J u0 r ' " u � u u Iu/ ' l x, V w � o 1 muli i u1 i 1lI 0.,n l � I / � ', I I� pumI I lI lI wiI I l iI I I ' 1 x II � m � � mI uI 1 . I � p N , u 1 N x 'r I m w u � �I e I mu I uI II„ 1 laI Il u u li /I lu l I , u l II _m lI I l lI I I p �1 I 1 1hu,H ml1Y 1 IIW1'1IU ^^ l I ,11 %�® u11llllllu%VII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Ulll ICN N ll)6 IIII lI!,0000IIIII luImIIIIU mIIllllllllllllml lIIIIImI,„ IIIIIImfldlllIlll, 00,000 /`G� IIIIIIII I "" ..IIIIIIIIIIIIIIIIIIo111b,1rIIIIII / u�r / W00000 1V1��II CU IUIIIIII IIIIV I WWW� � v, �IIIII 11 PU'1III u )' IIIII 0000000000000000i, 001$IIIma IIIIII°Im10000 IIIIIIIIIIIIIII„III °IIIIIIIIIIIIIIIIIIVI1 1 IIIIIIIIIIII °10Y1 llllllllI � ul U 00 litil! I VUUIIp111° IIIIIIWIWIII��ryrypIIIIIIN �V0 q Nuuu IIm 0000,molt I N e i l l 1 1 M l � uu uu uu u I l u l l m l l l r l l u r Idl1 ,:I„IVululululq /iJ !/ t/I°Im111111UI� lllIIIIII UIl l///I� ,IIJI��pmIVf�II l IMx W/ / ro ti � � (m! u u u uu u uuuum I . � „ I u� l � � � I II III IIIII I II II II I u mIu . u u I I u u uI i �I I I uuI IImlIlI IU I m I I I i 10 io io11� (0 001 ou� V���e , k/ 1 wn h ,0I„ii, �l w / Nuu/f ffa/ luu u uuu l ll l ll 11111111 1,111111111011111111111111111111111111111110011111111111 k I Vu I m u u 6 l u � y 1u u Ul l 1 W 1 udlhl I III II' VI ���@INII�IIIII II iiiIWWOW IIIN14VWm Yrn IIIIIIIIIIII�I�iiNUlU1 V imm IIIIIuuu�u IVII MIIIIIII uuuuuuWluul I W WN IIIII IIIIIIIIIIIIIIIIIIII Illlly;l;llld IIIIIIIIIIIIN II'lll IIIIIIII ��� �n.a111;;;11��1,,,�'1 IIIIIIIIIIIIIIII IIIIII III II IIIIWNW111111 III IIIIIIIIIIIII u�IW IIIIIIIIIIIIIIIII IIIIIIII 1 II !!!!10100I111111111111 ' 11°IIIIUIIII xW U uuum IMIdduW IIWNN auuuuuuuuuuuN „q�l I,m I u 19 1 IIIIIIIIIIIeI'IIII/I 0II1uIM N WI NWI WWIIIIIWIIIIWII WW uuull WuINI uuuuIIuI VlumIIIuIIuIIuIImIII,IlW I1IyI ll IIIII I/11�1111111111111111111111 VmNVa uuuuul uuuuuum�uu�1uulym1�1l uuu IuuIIu° IIlIVliuUuulVllullulVl ulllll�l ll^ IlIlluuug u mI 111111111111111111111111111111111111111111111 m1 uul IImIIuuI IVI m�m uu W III�V11111�1�IIIIluuuu � IlV 11l1l����u N IIuU�IIpp uIIuIIuI ud 110111,1000 I°IIIIVIIIII uuV;11111111111111NN�hIII9,IIIIUIII m Uumlu lu11u1�1u�1m1l11 lm11l1 111l11 iW W�IIIIUIIIIIII 00 11111111111111111111111111111111111111111IuI Illuuuuuuuuuuuuuuuuu aNuuuuuuuumuumuxuuuu I IIII1IWWN�IWIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWIWIWIpIWIVWIWIWI�IWIWI�M'Iump1 I1II11111II1IIIINN W1111,110000000on I IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II I I m„ III I II IIVII, IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIVIVIVIVIIIIIIIIIIIII II 1 uol0,0,..i...111II9111111 111I II ! hull1001,110u V IIIIIIN U l0, 111111111111111 r r l u u u un T u e u 4r! u u u u u u mu I u u � '' � d i u I u I I n I 1 W IIIIIIII II I I I I u 1 u I u uI I II II I I ,ac� I u 1 ow/Nuuu1111W11nsh m l ' N � l l m " i„ o� u u , U l ' > p // !IIuWuIIuumh 1101,0 � � , m 1 1 1 1 I I I I I I I I N � 1 1 1 1 I I I I I I I I I I I uuuUUlluulllllllllllllllIIIIIIIIIIIIIII 11IIIIWWWII�Im 111 II IIo111° 111111111111 INIIIIIIIIIIIIIIIIm1WuI11IWIWIWI�IIIIIIIIIIIII IIIIIIIIIIIIIIIII1111111 uuuuuuuuuuu Iuuuuuuuuuuuuuu11 u W m u uu � u , V u I I a i d p u U u V u V u V u 1 U I I V I u I l u 1/ u 1 1 1 I1 I1 ! I1 I1W U1 1I . II II 1 a 1 1 u1 1 uV 1 I 1 uIW 1 I I1 I 1 I W I W I l I l I l l l l l u u �Nu I l 1 u1 I u uI I u I I I uI I I I I I I I IlI I I I I I I I uI I I 1 i II1 I1V1 I I I II II I I I II I . , I � I I I I I I I 1 I lN lu I I I I u I I I I I 4 W pI I pV IIu I Vu Uu Uu Iu II NW ' Il Il II Il I Vu ug uw I u u u I I lI lII I lII 1 lII lIIV ' lII lII lII' lII lII lI lI lI lI I lI lI lIV lI lIVI lI lI/ r lII lII ��lII lII lIIII lIIl I lI�l lI�lIr lI�h 1% lI� lI� lI� lI� lI� I/ lI� lI lI lI lI pNn lI lII lIw lI N lI lI lI/ lI II lI /I lII lI I lI W lI lI lI lI� lI�I% lIu � lIlIu lII lIu lI lIVIu lI lItlu lI lIlu N lIl lIlIu lIl um lII lII lI'I lIl lIu 1lI lIu lI lIV/ lI lII lII lIIlII lI lI lI lI / lI lI I lI lI lIlI lI lI //lIt /r lI� lI�° lI lIh lI '/ lI / lII lI I lI lI / lI lII I lI lIn lI � lI lI' lI � lI lI lI lI lI lI lI lII lI lII lII lI lI l l lI lI lI l lI lm I l l l u "� 1 NlllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIU11 11,010,00,0000000, IlO000000000000000000000illOOO @Nmuuuuuiiiiilllllllll NNNNW IIII1ulllllllllllllllllllllllllllllllllllllllllllllllllIIIIIIIIIIIIIII$IIIIIIIIIIIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ih�I lllllllll u „„00,,„„„ I I I I u �I WW � M I I I I I I I 1 I 1 1 " m ro � r m I I u I n n I u I uI I mI I I"IN1mW1 N u Il 1 ld 1 1„„00 Chan ll l l lI I uU M uI u 1V 1 1uV 1 1u1 1 1u 1 1 h1 1m � 1 I I I I lI N I j u1 l u � a � I 1 1 Uyq I oN II N o. � l W n 1 � m I I ' u u u I u l m m1 i1 1 l1 1 1 u1 u1 1 1 l1 l1 1 1 11 l1 l1 11 l l1 11 U1 1 U1 1 1 l1 1 1 1 1 1 1 1 1 1 1 1 I u N I� II I I I I l IIl l � I l Il I I I I I I I l u ° I I I l l qu n,WI�NWN Ilml 1 IIii1111111' I I IIII �IIIIIIuulIIIVuVIumIIII1 Imllgl IWU l mMryW1Ylu111u1IV m m 1 l l u I muu°I1 I lu , muuuIuulllllllmoio IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I III " IIV II, U1IU114lUlhuuoupu 1 uuI l II„ 111111111111111 W 0,66 atVlulll6 116 6 11111111111111111111111111111,11,00,c;5$ Farmland Classification 11i sM1 111111111111111111111 00111111111111111111111 uuuullI4IW � � , h d �� e �� w pp W I U U rv ll101iluu1Vllll00„ 000, u u u I uI I mI I I my � 1 1 I V l l l l Illllllllllllllllllll IIIII u00mIIII1l1I1111 I 1 I I I I I I 1 u u I W d d u i li A � I N u d I I u l l l u a u I I uI I I I l I I I uI u u u I u I I I uI m I uI I I uV � � u I ul u I� + uN � i u u u 4 u u u u u l u u� u m u uo � u u u u r 1111 iiIIIlllIIII Illllllliil uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu IIIIIIII IU m1�IIuIlIum111I lu 1 111 1 1 1 1 1 11 1I I I I I W I I I I I W � � t , � I a ' J � I W I I I I I I u 1 u I I II I W I C 4 " 'i u / m l � u I r u u mI u W u u l u u I u u uI u u u{ uu l m u u m V II II u I Iu u I u II II II I UI � 1 I I I r � r r b � � / � � � i li i if li W a7t/ � 1//Ii �, (W U,I��0 uWWlllU IINIIUIIII,II ;i111i u�uuullllllllImIuuuuummuuIIIIIIII�uuuuuuuuu°°°I WWW�NIIM 00000000000, �I , // 11110 l/) 1/ m Jackson Township Development Area AUAR City of Shakopee Of I I 1111 ..... 11111111111111111111111111111111111111111 ��I ��I u I I II m du WWWUllullullullullulmalIIIIV uIIIIIIllIlllIll IIIIIIVIlln'IIuuuuuuuWuulululululw II I I II N W N Iu W l ,V 1 400,1 I11/ uo o � l l ul jl ul 1Iu u m I uh u1 VI Iu1 / ,a 100ouuul I 111111111111111111111111111111111111 I1 �I Iu1 I Iu1 uu 1 N I I I I I I I I I I 11111111111! II III I Il I Il Il Il Ul u U u I � y ' � I I I I m N IIII1111111111 111111111111 I l l l l u u a � N I 1 1111111111111111 I I I I II IIp11 1111 1 II �I I I V I I I ll l l l l l li ; ; ; ; 1 ;1 I 1 W1 1 I Iu u I uI m u u I l l ll 11Wl l l l l l l l ' 1 l ' ' N mml 1111II0h111111111111111 11 1111111111111 II lllllII11111111!I 1111111 IWI IWW11111n11111,,,,,,, IIIIII0 0 01 I I I I I I 1111111111111111111111111 IIVVIIInIIIN W I I V ° 1 u u u l u u u l l l l I 00 I W 9 I1 1 I1 u I I I W 01111111111111111111111111111111010uuuuuull l IIIIIII III IIII 11111 IIII IIIIIIIIIIIIIIIII 0,00Ouuum x N9lW5ll l NWVNMIIIIIIiIIIlunlmIl N u 1u11u11IUIIIIIo IU l�uI V�1 1V �uI1I1V u1u1u u11muI I1uIu 6uI�uI1uIu1uMI1lIuu1I I1I omI1I I1Im1III1II 1I1Iu1I 1I 1I1I 1IV1lI 1lI u1lI 1lIu1lI1lIu 1lI1lI 1lI 1lI1lI1lI1lI1lI1lI1lI1lI 1lI1lI1lI lI rUlII I NI 1I 1I1II 1I1II1II1II 1II u1II 1II uu1II1IIuIu1III1IIuIu1III1IIuu1III1IIuu1III1IIuu1II1Ilm1IlI1Il1IlI1I lI1IlIV1IlWIIIoIVl uIIuIIII �NI II WU11 uuuum lIIIIIIiv III l l l l l ul 1� I1 I II I I I1II I� I � I l u 1 N I I IY , I 1 o I I 1I I 1 1 I I I I, I I I I r Iu Iw I1y I I ti II I I l m I1uuouuuuuulmVluiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiliil 111iI1111111llllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 611IIIIIIIIIIIIIIIIIIIIIIIIIIIIWUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIINuu1IIIuuu0111Vuu uuuuuul"IIIII�, i /mr✓ � � 1 , pm 1 � \1 , u � �y p1 , 1 1I l m x y � � I I1 I I I II I V J 4 1 4 I I J / J wl ff �� V I �� J 00, /Jsh o e ))/ u u I m 0000100 111uuuuu 0111111 'I1 u 1 i u i 1 l Wm d � U uullu 1,I VIIUN IIWII 1 w 1 1 a d m ^ u u u u u N I 1 u u l u u m l V l Iu l lu l lu lm lI I 1 1 1 1 1 i I Iyl l l Il ll I ll IIIIIIIIIIIIII wm1u$,$$11111$ aflml 1rm ,IAii,uu111111I11I111111111111m101 N'1 I mom,' uuuuu m W rn // I�IIIml� Im1� a u.IuII d lm i -S u' IIII„ m1uuIIuI Imaue S101111111 A"alga a 1 uuu I I I pp I um l l uplVuu uu 1 y CNOUOVTIIIY I l ` IIIIIIIII lluI lllllIIIIImIIImuu I1111I1111uu111AMISS w�u � �Uuuuuul D �VV°° .IV I1llllllllmlll uuuudIlllllllllllllllllllll111111111 III dl Itil Ir I :':18)! i W I Ixl IIWWIIIWIW VIED U,' ,IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � �re II'' luuuuuuuul � uul u � 1 I I I u l I I xuumit mm IIII 111IIIV11 II I ul , um 1 I I 1 1 r0 IV11111111111111111111111111111111111 1 IIII I IIIIIIIIIIUUIIIIIIIIIII uum u f IIIIII 11 ulllllllll II V uuuuu mm1 „V�11 �' f l / Iuuu WN , l N, I II�IIII11 N1111 , IIII uIr� 0000,11;J' III r uuu a 111111111111I1111 IIIIII t V I p Page 154 of 617 muu uuuumq II ,w,«e IIII IIIIUIIII Iuu ulllllllllllll I I 1 I 1 I � s n u i W � 1 IINn�111111W1111111 Ib„„ NIIIII, uu�l�Yuuumlum mIWI11II111111111111111111111111111111111111WIIIIIV I I l 1 1 l 1 l l 1 I l l 1111111111111111111111 I I u u w rn7�+WpIW uuumm� Nm � 1, ! I mUl ,�M III l�'I Imlol 11° lllm du! IIIIIIWm III11100 // d! grid,:Ac J I Ju ff1((mltl llx1l'm rto,lrrrAPI,rillririnlrmxmwuA RN rNu Hiiiiii00000/1,,;(1iY yi )'' I fir,/ NV I r 1 1 u I I u I u I I / I I I I I I I I � I I m 1 / 111111111111111111111111 l u l l l WIIIIIIII mlll,6 uuu I 1 I I / 00, 111 m�IlI °I I1� Ij/10 1uIpIIm IIuIII IImINIuUJIINuIRIIIViJIII/IImI/ ,II�^Im�rIu/IiIIu�,III�IlJIiuI�mI�Nu�I �1//iu�IIu 1mIuI/1I�iW1INruIIiIWu1u�/I�u�uIIWJIIuI°I/JIIu1I/ NIf/mI�mIuIiV/IIINI�Vi1IV�III I�uI1�fII//IrII / IIm �IIN1 I4I�/IruI/�Iuimri II% II��' /° IIII�II u /IIIIIIIIJ IIIuII aImI1IIIII IIlIIlII u uI IIIII�ImIIIII1 1IIIIJI1uIIII1ylII ��1II/u1urIuI �It�lIu�°II I VIJrovI �IVIIIIIlImIlIl I luIlI/lI urmu1'IaIuru/1 r6ImIuI1 IIlIulI IIu �Ir 1 uI f Iu/lIu /uVdI Iu uuul°ummu"Iu1 IIlmmuu'luII IuuudI uul I1l1u1u1I11uIu uu mullu,�plmXp'ualI1Ilu 1 I , I1I,II �II1IlI � m1I1I mIII I II//I�II�dIIIr IIIVUaIII 1 Il Il //III/II uII um/u di uI%lI 11luI Il1Im llrIIu ll�I IlIu�l IlrIlI1I rIIu JIIllr mVtlu l IIVIIIl IUIlI^l%lI llIIlIIlIllIIIIlIIlI lII/II IIulII dIlIlI IIIf0Ul1III �rI lI I� IIIIIaI II m, JOJurr/ / II II uuu m uIIIIIIIIIIu IIIIIII UIUIII/uII ImIII IIII llllllllllllIIIUN /I ',(lull�lII� II luI/1IlII/IlIlIl�% �1 I/IuIuII1IIIII1II1IIIIIIIIIuIIIVIIIlIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlu1uu IIII III I , /ulllll4 J r VI 1u1 I II I !,IY� u Iu lf II I1rrr/r �r�s�UJi�� � I'I'I111111�II1o11111 wluumum uuuuuulM! NIIWllluuuuuuu I I 111111111111 u 0//i, IIIIII III I IIIIII I IIIIII I Ipp°III I,I;I 111� 1 11116 I IIIII IV III �puuu�nII uuum I 111uIIW IIImU1I IIIIII lu IIIIIIIII Umllul III Ilu @II IIV uuuum dIN11,1 1 u101V1 1 a uVIIIVVIIlllluull IllVol��,l� III IIIII l � l l /t/II all �luml w I Iluuuml/ ulllul u1U 0010 0011l l uuumll �1111111111 !It!, Im l r i I u u u I m I l , u u u a r u u ' u � l , u i � u u u I u I I , " l / I � l i l l I 1 ' d I y I o l I I l u 1 l m I � a I � B l I > , I l N 0 0.25 0.5 Miles pl uuu Iu111111uuuuuul Iuuuul001111I11 VIII11II1111I0Iu II Figure 15 Jalley Crosstown Blva Brrckyrd Cla hale ©Illlli�' Fire111 e P1'S Clayhole Chaska Couurth use r I I innesota-';="" JacksonMinnesota ValleyState ecreationArea Towns h i p Chaska Gifford a ke Un Ci ,rd Louisville Township Legend Study Area Trails State Trails Park Land Minnesota Valley State Recreation Area Lakes and Rivers County Boundaries City and Township Boundaries Parks and Trails S W 13rd St Chanhassen 115th S COUNTY 69 I Riverside Park Y�MIrvAM�&Wr�kWf /4) tuna . °�j ��irrrrr 10th Ave W11thAve ©© St \prlingQr Tahpah Park Shakopee Unna ed 0.25 0.5 Miles Jackson Township Development Area AUAR City of Shakopee Figure 16 Page 155 of 617 \ h��IIII �I, 11 1 1I1m W,4i diffill '' ' �Iu � , fIirdI� W1-Ill IIH FFm.1 [111I , � l fiIti 11I� 1 f t If U F _Ii��ttt !If l m ,, •-: '1,, mom mm�� 1 I1II 9 M1 ki .1 III ,rrrr/% i � IF ��� ����� ����l��i �� ����� I���� IIIIIIII w, % � l m 1111 ll1 I ,IIII ,IIII IIII IIIIII NIIIII IIII � IPfi� ��° ��.. � : �,������ � IIIIIIIIIIIII IIIIII ��� I ���� I �III�II �.. ���.f II /f/l i ,) '. I-AirrIri1 r IImn �431.1 IIt Fir ioog0 1,t1" uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum 'Mull, p������,�������������������������������������������� 70 2 L E O ull� iij�lllli )IIIIII mmmmmmmmmmmmmlmllhh III" M11,00.� w � nv�llll �I� `IIII 010 111111 1um W 1 111!/1'1P 1l ` III1I1IIIII IIIIIIll�, F 111 1f 11P1w •;M 11 [0iT["'1i1ollik Ilhfillll"il'6llllll11'11 mmw """U1'0 l FTf FHH 411I11W'I11111.. �I 11(4II1. 11II111I11 11i1ll1111p1i1lll�i 11111ll11110llll lllil ,1 1I II 01NI N NI III 0YAII111111"E11ll 1111 '�III ��II �� IIIIIIII IIIII�� �w IIIIIIII IIII IIIIII I �� Ijililllluu ulpluulluu„I, IIII Iwul,,,,,,�� adlllllllllll ,IIII., u u uuuuuuuuw III iI'll'I,Ill;i'Iililll'I oI VI ''IIIIIIIIII IIII tlIIIIIIIIIIIIIIVI IIII III I ��iiiiili�lllullll�i pp�IMM'''' Iluu„Iluuullli I'll�,lluuwl'I�IIIIIIII �, II 'I,I 'IIIIII "' Illllllllllllmul Nl m IIIIIIII ' "" Iiiilllllllllllll IIIIII, lh, I� ,IIII hII',,. VIIIIIIIIIIIIIIIIIIiIum��� I�II�I'I uJIIIIII IIII I uuuuuul wuuu' II', III ""'i'''IIII IIIII I uuuuJl I, Illllllll IIIIIIIIIIIIIIIII,,I �'I' Illllllull� Iuuuul� IIIIII ugllllllllllllll IIII WIIIIIIIIIII II. Qh III =�uumN� ul lllll'I'�IV IIb"''puump�' ,IIIIIIIIII„ tllll IIII llllllll II IIIIIIIIIIIIIIIIIIIII�II� Illluyl I � IIIIIIIIII U 'I; ul uuul l hl Ilw I uuuuuuuuuum I Illlpll I I 4uuluuuuull11,,,,lllllll IIIIIIIIIIIIIIIIII I I I II I ",I.' i II II III II 1 IIIIIIIa I Qi III ,IIIIII ��IIIIIIIIII IIIIIIIIIIII II.IIIIIIII.IIIIIIIIIIIIII I II I I I I ul,llu IIIIIIIIII IIIIIIIIIIIIII I, II I "I'II "" Io ,IIII IU Il dlll 1i�Illll O 111�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,IIII »))0(A,,,,,l' q IIII Plo, ,,,o,,,,,,,,II II imill'u,,uml Q 1I11111111111111111Vpul � IIIIIIIIIIIIIIIIIIIIIIIIII'I Illu III (6 IIIIIuuII' Ill,lli I I '' I I IIIIIIIIIIII �oddduuuuuu'l ,IIIIInl ' I 'III'll01ljjjj II_Iu'ul mlllI�I'Im�IIiVl11, o 1II ' IIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIII II,° IIIIIIIIII'll' IIIIIIIIIIIII1iu;. 111 1111411101111111111 III = IIII1,\ hlluuuull u � uummiiil,,,llll III I II 11111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII pul lllplllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II III 011111111111 •,IIIIuI„,',IIIIII~/ jl"'Nlllllllllllllllll'°"'i.A. hul))I,"11'''''IIIII IIIII I^iiI^iiI^Vi 11 Illlllllllllllll l,i lull h'l llilIIII Vuu IIIII'II'I'llllllll tllldo" "' Iuuuiouum iullIIIIIIIIIIIIII�III1I'Iool IIIIIIIII��I�I�I^I11,I1,I111l111lll�l�l�l�li'il,lllll11 � IVI �IIIIIIIII�IIIIIIII„ ! U • uuulllyllllllilillllll IIuui,iiip, IIIIIIIIIIIIIII���lllllh"���III m IIIIIIIIIIIIIIIIIIIIIIIIIIII m W I T 'i III'I'Vu uuullll'piitl� 2 uuuuu ,� � .�������,, I �, � umllllllllllllllllllllll uuuuuiiiiiilllllllllll1 llii���)oIIIIIIIIIIIIIIIII VI 1IIIII11IIII11pIIIIIIudIoollllool ',IIII I!1!1III!III IIIIIIIIIIIIIIIII ! uIUIIlluuluulll!'I,I;;;I;;; I III IIII uuull°ull p11^ (IIIIIIII III'' z = I�IiliPll9'uI ,mulll l 1, V.IIIII IIII I�i,l Yluil m I� ,IIIIII �IIIII II NNNImi 111IIIII111II 0Iiiii11111iiiiiilllllllllllllllllll VVVV11u m ulMu • �u A MAW 111 d) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII =t O O O a) i i Page 156 of 617 i.� 11111111 uuumYuuuuuuuuuu � I uuuuuul NW � IIIIIII IIIIIIIIIIIIIIIIII Iu,uuuuuuuuu I mW,IIW cull A u°°,lum IIII II IIIIIII IlVulll uuuuuiI I , 11� IIIIIIIII,,I I II NIII IluulYlluiuiiiiilllllllllllllllll IIIIIIIIIIII 1 I uuugV� a I I ul1 U uuu10,00110000001111110111110 u� I °lu VIVIIII I II U 6IIIIIIIIII I Vtl ,IIIIIII a 1pppp°um uuuu111111111111111 I I IIINIII NI I uuu, mu r m III II IIIIIIIIIIIIIIINNd III II IIIIIIIIIIIIIlliiiiiii II iiiiiiiiiW Ihl IIII I II'llllllllVllllllllll i llllll II IIIIIIIIIII h� IVIV ""�uuuuuuum IR�/� IIII ul pl ulllllllul IVy IIIIIIIIIII uuuugpqupu „IIIII, Illuuul� � IIIIIIIIIIIII luud V II I m II Ilul �1 I uuuullllllll AuuPlll u V IIIIIIIIIIIII III Iu„ IIIIIIII M Ih II IIIII mlul V I 4 I p I II muullllq� W III u J IIIIVIII WM mlll II Cm h II k m III °III llllll U � IIIIIIII IIIIIIIIII �, u R � mN as a v0C'rosstown �IIIBirr __IIIII, � � 1 v NMIM V�h I uuu n Q IIII VV � i 4�„ p �� uMi I uuu � uuu ' I uuumNl IIIIIIIIIII �`�^ ��N Illllllllu III R"I� II I Vuuuuuuulllll I f' IIIN a II Illll uull 1� �""'4 IIIIIIIIIIII I II p Vm dlllllllll� II J PI" 11 u I ��a �II�I II'uuul I °IIIIIII 0000 II ,IIIIIII IP111°1 Illlllllllllllllllllllllllii°°°°°°°°°°°°°°°°°°°°°°°iiiiii°°°°°IIIIIII `°opdIIIIIIIII III u / I n ww m u IIVu,Ih uum����u�I � ��IIuu�uulW IIIIIII IJ Vh� !�, INIIIIWIN pule MIMMI,I�IIIII of 11111 �% 0001 uu uuuuu Vuuu ���rr iwuNl % TV � , �, i IIvI0n 10,0011110001111 (10 111 I No my uiml,glu'I IIII 4,1 I uuuVVV6u6m � I � alley y Illlullllu IIIIIIIII° III0 111111111111111111111111 1INIIIIIIIIIIIII hull, MMMMMNNMH NMIMH NMIMMIIIIIIII „U IIII1111 IIIIIIIIII �llllllllllllllllllll uuuuuuuuuuuuuuuuuulll11 ,IIuullll lllll'muuuuuuul,uuuuuu IIII14u11 II011 uu,I uutl1IIIIIIIIIIIIIIIIIIV Illl�IIIV ,I Io>udIllliIup Vup,IVup, 1p,uIp,Il,p,IIup,Il lupuuV„uIuiV iV I I u u� l I iM i u I iI I l� ll ll l l lI lI lI llI lI lI l, lIM1 llI lI lI llI lI lI lM l l' lM l l ' lM l l lll lN l l,�l l l l l l l l l l l ll ll V , V ,V , V I,V I I,V I I, V , V , � u � u W y y I V l u l u u u u u u u I u u u u u u u u u u u uu u u u u u I uI u u u u V u u u u u uIu I ull uuu m uuu u u I u V u I u u u u u u u u u u u u u u u i I I 1111111110 I I u � V I II II I lvvvvvvvvvi Illuuul�um '^�mIuuuuuIllluuuuuuullluuuum II ,I III I � V I I ° I „I I "uuuuuuuu1uuuuuVVVI ''IIIIIIIIIIIU N MuV IIII IV I I u I I I II u u m I I I I I I I I I I I I I I I Il u m 1 , tt Nal I#11W111111 IIIII V r� IIII 111111111111111111111 I IIIIIIIIIIIIIV IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII0111111111 uuuMl�MNlllll III VIV 1umM MWuumu111111�r�IIIIIIIVm uuuuuuuuuuuuuuuuuuVVmMWMRMMMMMMMMMM1111 " Vr� Iliiii�l Mlluuuuuuu111111°uuu 1000001 uIIIIIIWum uuuu uuuuuuuuuuuulVVVV �lIIV11Iouuill,,,lllli 41111V�1 0°°jiuum° ullVuullllllllllllllll IIIIIIIIIII° 10 ,IIIIIIIIIIIII iiiiiViiVuum MMNlllm llllll,IIIIIII,uIIIIIII111�1111111111111111111111111°°°I;°, I,,00,, 11111111111111VIIIII ���� IIIN f �, IuIuVIV III, �"mr III I a IIIIN� pYulllllllllll 0111 uN l llllll1.111i Wliiiiiiiiiiiiilliill plCjf/ rIIIIIM ION Pi II III 111111111111111111111111111 Il�loll. 1 1 lull If iLf. llllllll IIIIIIIIIIIIIIIIIIIIIIIIIIII0ii / po Ilpll IN li 4 Illuu,llllllliu � 7 WIIII�III11111111111111 VI oi Y'liulll IIIII 011iiii IIIIIIII VUI�puppIIII hu IIIIIII,01 mI MI "'i � �if 20 / rN111, VVVVVVVV OIIIVI d ���j �N 1u II fir i��j ( , 1 " 4'1%%�/,''�o / d 1 f /2...III r o ■ l' � o I f �, " o� ui s v i I I e' ivi l it - r �11,„MI*� �c r fit," '11 a t T,o wn , �s h i pm uuutm ,IhVu r aa„ ( il 'r1i 0i 9Ir ,, 4°l 1 1 1 ) ) if hvi „ 0 OW �I 11 Ili, 6 J JJJ� r� Nu IIIiO' ',i1 0000IIp m11111W01i11 ANA u, iii IVI NIIIIIIWIV,uu,illllluuuuNu,luuuuul /ir//, ii /1444 101000 101 IIuuV IIIIIII1111 11 II IIm I1110I11111I111111 y➢�� W � 1 I W. I u llu V u uWI u Ii lI IV II I� I VV, I u1 u V1 ,I I I1 l l l� I I I V�IN II I�II, MI II IuII uII II II I Il Ial I I l IMl Il l I IV^ � �I �l „ hl h p il � u iI I�T Il mIV°l V V,l°V uu Vi1°uml°IuI iVnl°luVlIip°lV m°°l � uIu pIuI uml Ml_Il lVV ll„l ilu.11,um lRII uUlll0 ld i�1 II lIPII IIlI p 'la i" m „ m N I u, u uII m�II Il �l �. � iII I�I II I I i II II �II III r . s�V � u� ,m 1 VS / V I V (IV j °I u°NV ua� 0 NV u 0V u lu lu dlIu lu IMlu Svlu°�u uhI u11 �u/V�u uuVu buUu puu rtI(uVr4Iu/muamujj uru uVu%u �uIuil a/uu iuu/u u 4u u fu I1u�uuu��uuuu�IuuuI'Iuuu I Iuuu �I Iuu Iuu v��I I'Ium I Iu ��VI 1 Iu IIu)uNII IuuIIIyI1IuIuIII9I�MVuIiu�I Iuu I, ,IuuIIIumiIIu' Iu�m°lIu I uulIuu IulI uIulIul� Iu lI IlIulIu lI�M lII lIVl Iu lI^^I lIIIlIIuIlIIIlIIlIIIlIl�IIlIWlI1IlIlIIIlIIII IY lI lIll„l� l9�ll1INI lI' IlII�lIII11II°V uII1IIIu1 u ,II IIIu,I,II,Il IIIl uI�lIuuIUm u IIIIII u M1 IIIII I II uuIu ullu�lIuu,uI uuuIuI,nIuI u�IIIuIu,�u�u�Iuu/I�Iuu/�IIuuIIup1uI uu u.u. uI„iIiIiIi l h J � oouullll 9111ulluuu�/ N, IoIIuI pIuuuu+,r�/N thmlqll mlIII I„h V1/ uuuuu Pf(0 f(' uuIuu/m�uuVuul I IIIIIIIIIIIIIII INIHIIIIIuIIIIIIIIuuuuuuuuuuuuuuu u 4 „„ 1111111m 00000000000000000000,0 llIB uuuuuuuuuuuNuAuNuuNuuuuuuiuuuuu,,,,muum II I 11000000001 „,,)11 1, Doi10000000000000000000000000000000000 uuuul° ,l,V,IIIllIplm� II IIIIIIIIIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIuuuuuuuuuuuuuuuuuuuuuuuuuuIII �u ool0000000000000000000„ 41IIIII, �I I o u u mml mmumuN �moI,N// �/ya �V IiI p/p'/ap� -�iuipl� l ����I ji/iRN/iI�IIl II�I'II��IIIIIWII �I�lIU nIIJ a Ir6� 1,V1,1V1Vmrt 1mW /Om,Nj Il1lIluI CIIl I�uuIIIIIuIIu^I��kuIIuI'�uIIulI6ruIIuII uIIIIuIIuI/IIIuI I,Il IuIIluW1Iu Il lbpdmp iV ill n0NII11,15' r1 /i / d11VImIIIIIIV�II 1 1r�AO/ IN ly ymaJ,r�,rfmd 1� 1I III .8. 0V" �MI�M Ill IIII � p I II ��,IIIIII IIIIIIIIII � ulmu 11 IPA Ilp� ii V W r,01111111111 III1111111111111111 11111111111111111111 III 111111111111111111111 III 1 Jlllllllllluuuuuuuuuuuuu IIIIIIIIIIIIIV IIII llllll IIII 0.11 yy�� uuulluu ul Il�lluplu,pul,,,,l,lll olTT" �I /IIIIIII„���� I,I,I,I,IIIIIIIII�IIIIII � y1 rr I I I ,'I�p'p mlil III I,Illlllluliugm°41IIIIII I )4 i „ I�II,llllllulllllll!, i u mil II ,III�e;' I IIII NV „1 f�Il,(JscksonMd,,, Township ■ . uum lllluim Vuuu IIIIIIIIIIIII 1 / 1 t� III , I ,f /lu �/r �ul1W i �VulIINIIIIIII �I�III urVIIII PI m I II II II II II I I I 111viviviNhuIII,I u u u uu ul l ul 1111111I 1,00,1111 1111itli, 11IIII�iuMiIH I III�, iM�„�IplplplplWuWlplplplplplplplplplpII 1plplplplplplplpl W11 IIIIIIIIIIIIIIII uullllu�u�u�l�li� Vlllluu , ... MWIINovi I,N 11 II nu 'IIliiiiii i '11 i ii iii i i i li i iiiiiiiii il III IIIIII uluI u u u l �W I u m i I „vI , � , � 1 1 1� I I uI I I I l ml l u I M° ,I I Il, I Il,I , I NI I I I M �mI lT l M u u l u u I I I uI u o uIIpU„ uII l llllll�xyyll��lddlllyry�IIIp��III �IIImVVVV�����m ° ° u uuuu � N9 H I uu l l ll l l 11i1111111111 4111 r l II II II II ° Il IqI Il I� I I I u ' "1� 11 II 1 II 1 II 1 II II II 1 II 1 I 1 II II IV 0i000010000 I NIIIIII,111111111111111 uuuu°,',iV III IIII III m11111 l VVIIIIIIII °iillllllll11111111111111111111111111111111111110m111 IIIIIVI ul a IIIIIIIIIIIIIV III uuuuuuuuuuuuuu uuum muuuuuum u IIIIIIIIIIIIIIIIIIIIIIIIIIII Vllllluuuuuuuuul uuuuuuuuuuuuu uuul VIlllllliiiiiiiili III uuuuluuuuuuullllllllllullluuuuuuuuuuuuuuuu tl,g, III muloououoluIIIIIIIIIIVIIIIIUIIIIIIIIIIIIIIIIIIIIIIII N �f VVVVIIII,�II'', Vm�l�lill Ilo- a III m NuVIVVIII 11111 liiil II uuMum ��llPpl � MNI°IIII° IIIII y u u uI IIIMIllmi uu III11INNIIIIII0 lid uml Il umi I, DV1111111 uN,lllllill;llliYu IIIIIII91111111WipVu1II1I 1,1 1"1i I Ilullllllllllllllllllllllllllllllllllllllllllll uuouuilllill 111111111 C1 hl nh c� alssen 11111111111111 NII IIIII °uuuuu u r° Illululdll IIIuIIIIIIIIIPI ' � uuu I,miuu III Ilu lu IIIIIM I III III IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII „ I,II'611 II I, um uuppu IIVm II lull) llllll d II IIII u� I IIII IIIVIIIIIII III uuuul IIIIIIIIIIIIIIIIIIII V � I�IIIINIIII I,uu, V .W1,1. udII� III u u uuri'fd�('{ („ill0i ilVhr�/�Nm,� dllll'ullumN..illlulllllll III MII 5th �I I StI «�/ %i � d rV'�� "1 1 �//III IIII I I "IlllllillI H/q� iIi uuWuI 1II1 III 'uIINlI°lI'l�I l II,�I�uIMpuu „ul IuIII �u�umuuI VI,u mw„NIV�NlIV ImI I4Ipl i 1,unII rIyIMI Il III a lU I u i I I u o I N N V,�m uu f VI umu Vl�u ,.. V�1�. 1 I uuuIIIIIVI III I I 110 0 ,� IN 'v /�' a IIIIIIU IIIIIIIIVV uuutl1Nl _. , VVI I I mu�uui, I IIY` I � I uu,Vlll / uMV nuuun „ I �119,I, lu I � °IIIIIIIIIIIIIIIIII IIIII MII P uuuuu IIIIIII r � IIIIIII Ia °IIII uulllllllllllllll1l1llllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIII' Ilulll IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII i� IVlpuuuuuuuuuuuuuluuuuuuulV �� �uu�l MMUMMuuMIIIIIIvuu uuuuuuuuM IIII IIIIII� IIIIIIIII IIIV������������ IIIIIII IIII lllm � VVVVVVVVVVVmIIIIIIIIIIII���I�IIIIIIIIIIIIIIIIII�V�VV,,�����'VWIWu'I IIIII 1111111 IIIIIIIIIIIIIIII� lye uu„ �uu VIIIIPIIIIIV m I °IIII II uum 0 ml uI IIIIIIIIIIIIIIIII 1111111 IIIIIIIIIIIII Illllliiluu I� IIIIIIIIII 0N` IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III Illll�luulllllll I � 111111111111111111111 uuuuu 0IPWWVuu uuu VVjlluuuuuum 111lulll IIII„In IIIIIIIIIII IIIIIIIIII° MMII IIII IIIII 11111i li lll�m,uNuuV J r 10, 11111111 I gmlll,l mlll IVY IIIIIII" I�IM' II 11111111111,1 l� m1 ������I II � IIIIIIIIIII,IIIIII�MIIIIIIII llllll,,,,, IIIIIIIIIIIII 91Niul I, oolMum„ MNIIIIII III M1, IIIIIIIIIIIIIIIIIIIIIII IIIIluu6 IIIII NII uuuuuuuuu,Iuu,Iuum I, � �uVpNNIIVIIuIIuIPVIViII INII iII,�III�II I III llI1uluouimuY�uuVIuu�ul I��N�IllllllllllllllllIllIlIlIlIlVIlil uN,1mI IIIIIuIIV M III° uIIuII udmulllMIIIIlI lllllllllllmlI1lI lllll luuNIIV I IIml, lllIIIIII VVII llllllkg / I10011 0uuuuumuuuouuuuuuuuumuuuuuuuuuuuuui, Oiw 01111111011011101010111110000 uuuuuuuuuuu a uum uu uiliiuuuiulllllllll IIIIIIIIIIIIIIIIIIIIIII IIIIIII Illu°iillll�l llllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll IIIII II I MMMMNNN MMNMIMMIIW 111 VVVWNi W I m I lllm II I II II I �. �lulllllllllll III..... OthAve 11111111111111111 0.5mic=miiiiiiiimMlles r /00.25 /////////////"ill/////// u u l I l , ° I I V I „ I I I u u u u I � I I u 0,1111100 I � N 1 1 1 I 1 1 1 1 Drinking Water and Karst -Prone Areas 11011111 n01111111110 Jackson Township Development Area AUAR City of Shakopee Figure 18 Page 157 of 617 u. ° 1 rI r /;0,1I11IIIIIIIII rn Im m o r v � 1 r r3 rNr r m �1 y ( f I u A ! J I , " N � II III1 III y (II IWuI /rII Iu IW Iu1 mI uu x I I Iuu I 'I Iuu I I I Iuu I dI I Iuu I Iuu II Iu I Iu I IuI ,I I Iu I Iu I Iu I Iu I Iu II IIu II IIu II IW p Il 1 Il Il Il Il Il Il iIl Il �Wl l 1 l Il Il Il Il �I I I Iu u uI u uI Il U uI I l mI I U I I y I �I I u l r m I � ( � I I I I I I lllllllllllNlllllll all m u l 1P I �00„0,00IWI000, 101 N I � I I 1 I I I �I I I I I I I I 1 1 m1 1 1 1 U1 1 lI" m „ uI I u u uI l l l l l , I / um a � m " V m 1 a I I I , I1 I s I / I l I / u u u Iu u u u u Iu l uu u u u u u u u W u u I l u �ll u Il u u l Iu l Iu Iu u Nu u u tiu I u u Wu 1 u u W u u uu u uu u u uu l uu lu ul u u u l Nm u I ° uuI u Iu Iu l N Iu u l luW u u l l u u I1 I u mr1I uI ur N I m uI Iu � uI J mIu uII IIIu iuIrum iII r iuI I iI iuI iIu iuI I iIuW iIm iu9 I iI� n iuI1 iI1 r iVIW1 u lI1 u lII u uI IN uP 1 tl' uW uI l u u lu M ud� um I m I l I l IN l I Il u u u u u uI I uu uu elIIIIWIIIIIIIIIIIIIIII IllllllllllllllllN,�Ilo ! I I u IMW � I I I l m » � u 1 I � m l l l l I � I II I p I i I m�Il Il Wl N l , l l ul n u pl W � I 'I�I 1uI , I lN Wr� u r � l u l /l l �� �/ � l ,/u u i � r l � r I u u � u W u V u m I I I Alt 111111111111111 GhL s 1 , � IIII uu I Nm I I I r r � W lu 1 I r II I (IIIIIIII � N r J VU r / r r 1 r rl I II ii I 1 I I III I IWP111IY J � r I �� I I IV Fl lmlll 111 IIIIII IIIIII u / /O/� I� uuull�lu Im ��r'u 1 I 11NNI 1 I f �l��IN u1V 1 ^!J � uu (IIII I lllul l 1 (IIIIIIII / / Illllm upl 1J I I (IIIIIIIIII r J e � � I , I u I , I N I r � Iuu uuuuu) WIUG�JwCW"Nn'� I (� n r I tl� I IW I I n J II I IIII /, r uuuIIIIN � JJ / r ll � u� 1 �, mllllll IIIIIIIIII Illi�IOW ( w rl � I G�! 71 �!N > (IIIIII III7'l11 III IIII �yl�l i! N r / IIW / NW d / / N� , N�IIIIIIIIIIIII Y / l�% � IIIII N Id I, II l(r 'N N IIIII II II II Yll.i I Il I,n,ll �p it �N�III I Ih 11,0111111111 , Ir , I�Ii l�lkl;i ,m ry V�' I I b rr Vuu � / /// r / / ,NCI I luuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu i� p pp�llllllllllluluy IIII III II gplllll l 1 uuu) I ll l �I . N N U V u u V I„„„„„„„„0„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„000000000000 I I I I I I I ,WI dI I I'� mI I ' uu I tlm V I l I I° lu lu I i N h I u IV I y W ul I ul uI I ul IuI l I 0ul IuIu l ul uul ul l1 ul u l l�l ul l u l l1 uuu l u II u Iu I Iu I u I Vu I I IuI Im p I I l )° I I I I uI ° I O u I Iu I u P I "u Vd "u I V"u I IIu u iI iIu Im iW uIu I u1u 1 N I Iu I uI Iu I uI 1Il I I � uUu l"u l �u"u 1 t"u "ul l A ,"uV l lu l lu l lu l lu l v lu �lu uV m � l �I lIu I l I llu l I ll l luh ll lluI u ll p llu ul u Pl du l ul l" u l uu uu u mu u m u Iul ) l I INu III III IIu II I III1Iu I uN l l ul l l ull l llmul l Il u I ld a1II Im II I I I I I1 m I I II II u I II l I l II ul NI u u I uuI u uI u uI uI u u u ul u V Iu u Iu m u u u W ul u u u9 ull ul u1 u 1u u u1m 1 u 1 u 1u/// u1 m 1l u1l 1 �u u1l. 1 u1I 1 u1o 1I w u1u 1 uI 1 1 u u1I uu 1 u Iu 1 mII 1I u V u1 1l Iu I Iu l uu ul ul u u W u I ug, I l. 1 mu 1 l l IIII11 )1 oiliv, 1IIW IIIIIIIIIIIIII IIIIVIV, I' II II I (IIIIIIII d�PIIIIIIIIP N VIIIIIIIII Illlllllllllllllllllllllllu I RIIIIIuuuuuuuuuuuuuuuiWWllllllllll IIIIIuiW VIuuuuuuVVI uuuuuuuuuol1�1NuWuuuWuulumiIWldMM� lllll llllllllllllllllllglllllllllll�uuuuuuuuuluVN''pNlIlmu�ll,lU l 11V1l11N1udl1uuuuuuuuuuuIuuuuuII)III uuuull�11u RuMl4o!00000001 °p' r IIIIIIIIIIII V NN0)(IIIIIIIIIImIIIIII IVP00000000000000.00oo.h1014.11 „IvIumuVpglmI°IlIII l I(IIIII, uumuului'NIIIIIIIlllllll�uuuouuuuuuuuuuuuu 11 uu WNWIllWlIuuNII 11Iu 11111111111111111111. Illllll11"m lliiuullmW � u u ��(IIIIllllllllllllllllIIIIIIIIIII l'i Iwi I N I I I V u u I 111W11111111111 11111111 II um uu r , r r r r r u/ , I m / U l/ I W I l l I l l l Nl l l ul l u u I uI m m Vm � 1 l i 1 a I I II ' I 1 1 u1 1 1 11 1 d1 1 lu 1 lu l p m u m u 00 W I l r!/ ! l r r r r / r r r / r � , , , md I � / J r mm r 1 N N u ! I � P � 1 I p u R l �` I � I I I II II I II I II lII I IlII I IIgII II II G �/ II II III I WIb I 1 II I1 II�I I r 1 1II I 1 u 1' l 1l 1r 1l 1 1 1 u� ( II4 u II I° I I° III I � II I I u � I II , u I u I4 � u//r I uI I Ir u� I I� I I u I�f I f uI uI uI uI uI r mI I I uI I �l / ll / / I !/ r , 0 � / 1 I / � / I rI ru II ilII uII I IIIIIIIIIuuuulllllII IIIIIIIIIIIIal1 U 1i 1, 1 I l l u � i l r r r /1 / i ri a % / a r/ / / // /rj ' r / 1% a o/ / o /i /r r / , I / r i d a G � r i i� o � I r /� / N r r / i // r r /r /� r / I r r o r / i /� / r r r ai / i l r , r � � � , r /N / r / l e a h � , I I � I ( I ' d i i l l u � u 1 u J u l l I M l l I l N I m /o / 1fe /7,e,////// ii//ao/ 1110,1 1111,10000i u u u l l i i I u u u u m 1 m 0 U ( W u u u u u u u u u u � m u u u u u u u I u u u u u a u U uI l I Wu I I uI I lu I l V lu W du u Wu w u I1 I1 l �u l IIuuuuuuuuuuUiiiiiiiiIIl Vu'llllllllllluuuuuuuuu I(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII(IIIIII�N N I IIIVIIIVIIIIVIVIVIIIIIII VIIVIIIIIII IIIIIIn rIrr r IIII / rr n r %W uuullllll) muIIIIIIIIIIIIIIIIIIIIIIIIVuuu�u l ll l ll U u l Witt W i r D wnshi 1 IN1 r11111111 " I I I I 1 , oI r I I I I/ I I I, I I I I I V 1 �1i Il /// r / � /%i / D / / J I / / I / 1 ' V J l N ai W i j u (I du I I I I I ` I U IU r I u W u / f 1 1 r/ /I rr // 0110 %7//f�i i r Ur/II1 ,ryr ,' d % I1"// / , 11' q u W u u I u u l u 11111111111111 l / I lr .N� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IUmllllllllllllllll p ff II Vp1 ` IVuuuuu YV UUUUUUUUUUUUUUIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I (IIIIIIIIIIIIIIIIIIIIII I u lu uuuuuuuuuuuuu i' II W. I II 1111111111111 11111 lumulllluum� u u u l / u u N / � IIRIIIII1IIuI''W IP111141 N uI I nh se I o � / r r / uuu uuuIIIIIIIIIIIIIIIIIINI� uII I u l 1 u I` Iuu I Iuu Ii I Iu I I I I /uu I I Ium/ I , / IuI IWm/ Iu / I IuV u� IuIlIIl 1� uIl�lmm1 IIl/I II Il�uI mI I I uI IV� u' iI uI/ I � luI 1 / l u l N luu 1 uuI ' I I I, uuVm I I1 uuIp� d 1 1 luulI 1 Ill � l ul 1 l U l Vl uuIu 1 Il l ul l Il Il >uuI �ul 1 1 u 1 uu Dyy u U uuuI u uu i l uI iuu I 1 muI %Uu� i I uI iIrNIlIIIIIIIII �IiI � IIiI IiIr 1'/fI /lIi° 1r lIW/ u V I1l lI1r I1ylI I1MIulIiI 1/lIiI u 1/l IiI� 1 IiII% m I1 IlIiI lIi/ I lIi/rI1�lIir 1V// Ii'i u 11 IrmlIV/IUW VII'�pJr ��/� Irlo�am ' d/Y'IrlIlNdI lrrIln`l eIW� W IWIIl/ul ul uIuu(I 1rIIIIIIII I I(IdIIuIIuIIuIIlIIlI�uIIlIIluIl IpuIIIYuIIII"IiIiIIIiII�iI,IiIIiIIIuIIINIIIIuI II0IIuII�IIuIIIIIIII) � II/I � IIIu�IIIWIuIIuII Idl utfA I ^IIrv^I�IIDI",N'�Yl1rllIlIuIrI/II"IIIIIIIf } I� II ' /M u''/)rIJ1V1)11,U�/1uI�1uVN /IIVIlIVIII NII/1IIIIInIN ImII!/Il IaIduI iuiiuiiiluiu1mlIguui/NV /uN/N�I�/II /�III I/ IIIII(/IIIIIII�IIIIIVIIIrIII�INIIuI�I//WIINuIIIIu�Iu/IuIIuWIN�IIIuI1/IWIuII°lI�/IIIIuAlI�uII/ 1IIuIl1IIrv/1IuNuIINu/ININuIIIIIuuIlquuIlIlu/IllI l l�/luluNlIu/l(lmVIlu ,Ili IlIIlIIlI IlIl1lIrlIl/ lU1 I ' l!U/l/l I�lVlI INUlJ IlNjU l, N /lllVI/l/uII/IIulu/IIf w9IIIuuuuuIu /um//u/u�i luul Iu�liu�l1I urm l /�uyI�rIuI/ III/IIIIIiI���//I rr1 �// /�I/ �/ I i �IIV�v!//// Ia% � o ,/6�IrI� IuI//uI rau/� rru/m�/�I�uIru�rrr/uju/NuIr�"IIV I II %f � mIrIur�lI/N u/Ia/m IuIVo uUuuuIlI�I IuIrllVk_Iml�auruleulv1�Nu/mu�I1�upd�1 �u/!uuIu uoum l/�uI/I"Im/uauuluII� uuuwuum n uIuuIruIuuuIuI(uuud/l Ilu Iuuui� I�IuuI�II°urIIIuuII°I°i/I%uMII°/IIuIuII°uIIuuIIIuU,IIu IVuIIuuIII/mIIr uuIII� +IuIu IuI uuuVuImuululu llul�llu1duI luluIl�ulu,iP lulluu� m suI�W�IN�uII II„„��NdI/I IlIl I IreIIIrI I Ilri/IV� I/u�IIllu //I�I !II/II/I1uII (IuIIUuIII�lIulIIluo lmI/I 'rrV(NUI1u�III� I/u�� I°1II/uJIIu1�1I1/ Il N III I1 IrI�Im/I/® IIWIIII "II>IIIYI,IIIIIW IN�p� WuNuuIuII Ium,IuIIuIuIuIyuIIuI1IuuIuIIN W umuluuuluM uWuulIulIuumMVuIumInuI'uIuIu(uIlumuM1�u"mUuN ImII�II�IIImIIIu II1III IIIIII� IIIIVI� II I W AIW I IYII IIINtlNIuuIIIII,IuuIUIIII""IIuIIII,'IIIuIIU"I/IIuI V� fm I I 1III�W1I1mIIuI1I,IW IuI1 UalI)I sII II I uwfll � ,� Vim IM�lIIu 1I II,uIuII ugy1m"m'(rwuu�IIauIlI, uuul u�u�� /uIuIWuINuuIuIIYuuIuIIWpuIu'IIluIIIWIulumWIu�u�rMml �uI 1111VmuuuI mu 111 WIu�uuulualulI uuWA�aHIII VW�uIII vI�I � e 1m� ' IIIII-II�VIIIIIIIIIIIII�IIIiIa�IIIIIImIImIIIII1III�IIrvIIIlIIlI0000000000000, uIiil 1IuuuuIItr/ //rm1ma r'y J�></ r uI11111111u" IIIIIIIIW uuuuuuuuuuuu) III 1011 i/1/a, ',I. u1d /%IIVVUm//� IlllllllllllllllluuIIIIIIIIllllWIIIIIIII II IIIIIIIIllluIlalIII1II/ %� IW � N� II1WIUIII II uI// riIIIIIIIIIIIII I1 mI 1 1I V�i� Iu) u /r �f��/r1ft m) uuuu UuuIIY)lIIIIIIIIU I II(II h 1�/ / //0/ 1� �PP � i //t/Di �//�� �r I � /f �/1111 f/IIIIIIIIIIIIIIIIIIIIIIIuI� (IIIII�uuulllllIIIl IIIIIIVI)U 0,1010 u ;111,, II 111111111111111111111111111 IIm I m l IuN IuIuuI uluI Iuuuu Nuul NIIW l Iu IkuIruIl Iu IIIb�IluuI III(uIw u l III�III"lI tl INu uVuId ImlI tuIu lluuI u uuUwI IIlII , Ir I'luII IuuuVI uIrlII I Imm WIImluII umu ruuVuII uII l II I I III1IuII II) r)luI IIN IIIlD r l u I�IIul^V II IlIu IuI aIIm I IlII IhIu1(uuIIIu II lIuI IIIII III lI lIuIIulIIII" IIu uluI lIIINI III l� mlIuIIu IIu,l u lIIIImI IIIu NuIIuIII 1 II 'uIl mIlI Ir II Il ulIWr u(IlI17l lIr� IImmIw hl ulI1,uIIIuIul m III ul mIImIu lI l 1 I uII` )lu W Il Iu %IlIAu ) ImIu�uIW u uII�I uIuII uwuuuI/IrIs INIuIuIIuu uuIII IIu uIuI m um mmI �II l uuI�1lml iIu�a wl uuIm l m flluuI NI uII'I l uuII 1I IIh@ I uuIIr rI IuI Im uIV I r 1I lr l,/f( lI Iy1J I/yM 5 rI I,rI rv ImI I INrra (00 +" IIIIIo iM,W 1 ..9,AIVuuuIIIIIIIIIIIII0000 % W� Nuwfffff,uirl I MI'1000010000000000000000,000000010000010000000000000000000 WW WV1IIif IIIIIIIIIIIIINIIIIlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll mlUml°°OII umuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuluuuuuuuuuuuluuuuuuuuuuuuuuuuuuuNlI 1111111111111111111111111111111 mom 00 WW 'm�uu III uuuu„uuuuu llItlNlllllllllllllIlll III. a I WV 'h lllllllllllllllllllllllllllllllllllllllllllolllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllluVIW 1VI'd I l I ulV � WNIIII�WUVVIWI�mINVIUI uumIl:uuuu�IIl �l,";FA rmmullllhllllUI Vluum11101h, ulVIfl�ul P 00011000 VaIIuuIuIuU f I plIl 1 N1 u IIIW� IIIIIIIIn ml llllgl l Iu I� ,II�I IIdIM" a ImuuuuuuIII W° I ‘,T1(11\10 mI IN� I �� IIIIIIIIP� Nolo. Wiiri,111'10!!!10 1iiiiiii�I P)1 1011 IImNNlulu umV 1 IVIIIII pp; I@ fl� mIuuu m0I�IIIIIIIIINII uuuuuuuuuuuuuuluuuul uluIuII ullIuu /01 11 uuuuuu�� , IIIIIIIIIIIIIIIIIIIIIIIIIIIII/ /�fuum U1 tif I 0 ! �(l,/ I//�r IIII�r INI�11IIum IlJ I (/b // Ir// /// / ��/IIIIIIIIIIullllllllI mI�IIIIl Il II11 1VI rIIImmuuuu 'lllllllllllllNNlNNI uuumuulllIll I1111I uNmuu� IIIIIIlllllllm(III IIIuuuuuum u11I11I 1u1uuu ) IIIII IIIIIIIIIIIIVj1'illllllllllp IIII uuuuuuuuNIIIIuum I IIIIIINWW� ulllllllllV�1I I aIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIulWNI�IIIIV II uuuuuuuuuuuu 1I uuu)uuuueI NW �III�M� I IAIVIIIIIIIIIIIIIIIIIIIIIIIIlIII IalpIuuuuuuuuluu1hWNll Ib nIN� �"�rN N, �� �uIluIlllldlI I �ka N' �lllllllllllllllllu I mIIIIIIIIIIIIIIIIIIII )I lluu ulllll1�IIII9VNlullluuuuVuuumI IIIIIuNuI�Wl�llt , 'NMIIuu WN "IIXrmwu I V II1 NNIIWIIIIuuu7lVMI uuuYll�lo�m I I°IIIIVtlIlllllIlNlllllIlllllllllllllllllll''^'uulumIflI m� WImmIuNIlImII ulWIry �I ulI1IS ) I Vuuu= /lllluI 1II IIlmI(IIIIIl(fl IIIIIIIIIIIIIIuIIlUlVuul�IIIm1uuW uuuu) "IIIVIII ll;ll III mWuuOIYYuN IIlulllllllllluuA"IIIluIINh iullllllllllllllllllllVl uuuu11wuuuIuIuImmuuuuuulIIM�N1 ul �'�� 1 uuuuuuuuuuuuu (IIIIII1 lllllll uu� popuu)lUul uU" ) ( l u1uVIVI(IIIIIIIIIII0 A i W lD(/ N )r II'l 1,141 6IIIII00 ma� 1,„ 'IIr,I�I I N IINI' ^ ,/ l u I1I{II/ Wlil ( m, dtr" Iu �Iu Ir'mIIu o /I Iu IurI Il1 u I �I IIlWu IlI II,Iu JIuI murr lIIl'ul VIIIl I I II 1I I II ' I II UI 1 m 1 // r mll u y � l m 11111,1111 111111111111111111 m I � I . I I r I V µ W W I ' u y �lr I rI U W u V Wl N N N I )I I u u u u IiiiNllllW 111 /r u u u I I �/ , / d � I � r 1I,u 1I 1I � WW I � II I I b I II Il l I l I I m�I I I mI I I u u V u u u u u u u u � uV I I II u 1 NI IuI AI uI I 'II I II I II 1,0 IlllInNI(IuIIII000000,000 I ,0000, IIWI,plIIIIIINuNuNiiNiiNiiIIiIIiIIi1uNYIII1I lIIIIIIIIIIWI ' IIIIIIIIIII(III1llmuumuuuumu010000 r I N I � III I I I I 1I I I I I I Il l l /(l Il I NIu u 11 I I Il IdI� 1N lWllI lI lI l ll l l l lI mV ll l I lN I lI lIW lIluNIII I lI ll1II llV illlllul1 l 11 II II I lII 1u l 1I 1luu upu u u ul lu u u u u u uu uW IIu IulIlullullululuo�uuuu)lulMllul�lulIIl llllll)llllIulIlIulIlIIulIIl IuuuI IuII Illll'lIlIul�IuIVVulIuIuIUuuumluu' uymlIIuNuU((uI fuWIIu lIuIm �WUlppmIq l Iluou.IVulhp.u11 I1lllI1 ��ImI mII II� IINIIIpW'WII' WI0IWWu uiiuIWmINW �IWm°11II U�IWI IV IIuIOIINIulIII1luIIluI lIu1IlIIII lIulIIIIII0lIu1 lM 1�Im11mI 1� m1Iu I uRNuuIu1au1mn N1upl�l uIulIIIIIul IVl1UulIIuIIullII,NllIlIIuiIIllIllWIuI lluIlIllmu I uW IIINI,Iu I�IIIu IlIluIuIuIYIIuII IIurIII°lIINuuIIImuI°IIIuuIpu I°IuluIIll ullurIIIm IuuI IuuPoIIIIII 6�u,urouIIu um u � (uu uuIrvlIIuIIIIu�I°IuII" uIIuIIlIIuuINIuuI.IuuIIluIuIuIUIuIlIluIlIluIlu lNluI W "u�IiYNIuIY u%I�IuI�� (u1 (N1IuIIIm II�uIuII/uI,I,1uI uI ,IlI uWIl rlluIll mmv Il�I Iu lo(I lI�I/Ill lI lllrIll/ ull �(llI1, lIll%I lIllIl lIl/ Il/1 /Il1 lr IIII/ IIIIl Il IWuI IIY uI 0I,IyVI IIyI,I(�IIIINIIIIII 1,1 111111 111111111111111111111,00,000 111111111 0000 DOI I II1 lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVIulllllIIIIll� IW�uuul llll' 11 101 I uuuuuuuuuuuuu uuuuuuuuuuumu lI II / / i � / / / i i r % r i % r � a fi r / / / i i / / d � / / I / i / r o � / / o 7 � � ( � N % / , � r , , / , r / f / r I r �r �r I r ✓ I " r' � / � rr i ,r fr fr ri or rnr rmv ////�%%/// // //�/ o r/ /�/ / // // %a/� f/ /� // / I rr r r Ir r l *Wet 01/Pirefir w l l l 1 U l l u 1 Vuuugllll / r / V / / 1 W / W 4 I / I I I I I II IN I I I I I I I I I I I I I V m p , 1 w 0 ( //% / ��sv1 le ��icN^I�I• 4 I n1tluII� . .l I I I I u. uI. _ uI � . uNI u�u uu I II. . " I I u II N Iu u uM l M lU I l Iu Il 1Il Iu I Il IN Il Iu Il Ip Im Iu I u1I I I I Iu Iu I I I Il uu1m1n1INmuuuuu ,I111 m 11111111111111111 uuum uVlll III V WNVI /rIIIIuuuq°' IVlluluIlIuulVuluuld1 1lll lluI„rumutlI uuuu I ✓w�VUUVVUU1m ,�ImlI I01 ,I .UN,,�uuloI IIIu / W°uuu11lllullllllllll uluN llm e�� ��IIIIII11llll I IIIIIIII� I I I1 N1,0040..M1uWU, Pk( 10 0 11th Ir / Ir IW 111; „i / Illlllmnl k„loftit? IU III II WIIIIIIIIIII NllINNNI�NWINIIIIIIIV uuuuulVum I III I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII / /G II ,1 II � rr IIIIIIIIII uuuuu r / I11�,11 111111111111110000000000000 `nNN 1 Now xumUV,11,00 1111111111111 INNN RkN to I1 II II ,uldlllV7'I ouuuuy� l00 dlllllllllllllII1llllllllllllllu) IM r o uuuIuIdudua ullluu�/lIll ru aIlIIlr uuIuIuuuuu/uuuuuuuuuu/NuNmiiuIiIImuI Ilul uuu/ uuuuuul uIu pPuw � II ul o10 11 rnl , / if 10, IIIIIIIIIf f% i I / IIN Vuuuuuuuuuuuuuuuu"IuIuIIIuIu(IIIIIII1 1111111111111111 m W u u u l ' u uuum u111111111111111111 uI11�IIWIVV '10(y���I rllla'Vu IWWIM' 1 Ill0uuuudlllllul VI 111 I' 11111111 , � I LA I ( I I I u I I� l u u / r 1 u l l l l I D Au u r IM 1 �I UYr / ( x I I/ � I I� /I / �1 , /�V / r 1 r1 } ' i � r v�i rI rr( � , r I . /uduIWuIu1IIINIIIIq�N11/ /I'� th M/�frr J9r/tlI k (U„ Pi 1000,,,,,1111111111 00 Oh / 1 I u I I I u I I % 1 uuuu N 000 W ml u�lllllllllllllllluu Vliuo,,111llllIIIIIIII IIIIIIIIII VW M uuuuumlII11 III IIIW W NWIWWYIIIIIIII IIIIIIIIII ulllll) lu uuuuuuu)IIIIIIIIIIIIIIII (IIII I VIIIIIIII IIII)) III Ul Y111111111111Nlluu (III 4 III ulullllllllllllllllllll�llllillll IIIIIIIIIIIIII 110 rl (IIIIII 001000 ................. ult � u l I I u u u u u u I I u l ( I I e I y I M l I I I I I ( u I I I m I u u u u u u u u u u u u I u u I u u u u u V 1 I I Nnl� pN �W li 1 r I II rWfr r�/1rIVJ) ,�rl �/riiiiri //r��� 91 I J � J � 1 mllu r a rr e ^4/!kl rr�ilr la, %woJltr» t til � llftlluuoJ mark, ar/ d1VW,w 00„,„0J„ ,,,,„), J $ 1 / ,11 , / IurJJw/ r r 1 � J U r 1 1 r r / / 1 r t I II��II W11 r Jf l � r / V I � A rr fi1 III NV / I i / / I / I III /, IIII II / / I 1 u Im (IIIIIIIIIIIII l/ r r i y /I (/ 1 p�% ^ �GJgY JJJ w�I Iplm /Y IG(�AA ..1�"��� /r Nllllll� �iA.diiiiiAW� NNm W ..'.. .1111111111111I11W1 Nv10 II IW 111,1�W U u I1111111111 111111111111111111111111Illlllllllllllllllmll ,� 'IIIII II IN IIII I I I lul I I � gllullllllllll 'llllllll fllimuuuuu ° UUUUU IIIIIu;, l III IW )ll111111l llllllllllll I III 1111111 � I I I I I u I u u 6,10,00100 I 1 1 I l l l l l / I I I I I 1 l � I u I I I I u I / I u p � I IIIIIIY1Nm'll�W I I II1 I I, .1 �w III 1 uum N � m�� III" III rIIurII II r I�4/uII/ aw1IuIIIIr N(�1IwI�VIi II nJI1I /r!lII ,V uI uIf au/ i/ rI ' Ir 1r (IIIIIIII/r II /rI�lIuIIl II/r 1I IwI ' 1d1l/1u'��l�lr� Il �lNull lYIuIle 1I u1u1 uu1liI1lu1l1I Vl /I1lf/ure�uuum/NiIlIIm IdIIl Ir11 I WllI Ip % I ,( IltIIl� IW II I II IIf I I oilI�VI1 lu Iuf 1lm IWlhIIV lIII IuIu°II uIIiI IIII IuIlIIIII mIR IIII Iu lluIllllll°u IIIIII Il IPII mUuI Il1u flIumVWIu�u I1I uIlVI Ill 1u Il 'W1 IU1II�N I�1 IIINI�I1^YII u1u uI I1111111 Il 1 1I II II lN II1 I1 Im � I mIuuuld NNIIIl1 IIqII Ilh111 aunl11IIlull IIIIIIIIIIIIIII 1 muuu)auuuuuIIIIIIuuuuu II IIII ^II°IIIII uIIIl tl WIR�II1 t /�WIIl1 luullllllII I I �rf r 1!1// // lmrW /Jrr UI�I dlIuINI uI l Vm I0110l / WIu11l11 ( 111,, r / / / I I I 11111111111111111111111 u u m m u u 1 f I u I F / r , IIIluuIyII 9II 11111111111111111111111 J uuuuuuu r I u ivIJ1/fir / IVUIVIIIIII�V° 111111,11Iluuulll ' IdWUr/III / /ru I III uuuu llllllll I uum IIII IlllllllwVl IIIII uuu UlmllimuIIIIIIIIIIIIUV Yf�llllllll IIVI( 0 0.25 0.5 Miles m IIIIII II m u 101111111114I IIIIII (Illllm 1 luuuuuuuulV I WIWI IIII III 1 011011111YmIl 1 IIII1111 0,111 l Erodible Land l r I f l i f r lr410 Jackson Township Development Area AUAR City of Shakopee Figure 19 l 1 % � m / r r r r r / r / r / / I / Page 158 of 617 01111111 omml 1 � I m Illllllllllllllm m m1 II 1111 uuulllllllll"IIII uuuuuuuuuuuuuuuuuum annual I IIIIIIIIIIIIIIIIV ullllllllll V I 'W1NN'�'N1W1W1W MMV mII II uI u11u 111u u11111 11111111 11111 ( 1NDo IIIIIIIIIIIlIu1u1uu111111111miiiiiii uuuu u u u u u 11111111111111111111111111111111110, 1111111111 .=/ • _ 1 Q � L CV En L i co •_ co N 000) I . N IIIIIIII IIdIIVIIIl IIIlIIIlI I1lII1lII1lI(1l I1lI1lI1lII1lI1l1lllllllNIlIlNIlIlI111111111111111111111111111111IlImIlIINiN IIi1II IiN1IIIi11IIlW 1I 1I61I1IiN 1Iu1IN1Il1IlN1VllNI(Vl1lN IVl1lN1I1ul1IplN VulpuN1 IuIIIIu IuIuINuN 1mu� I IIIIIIIIIIIIIIuIIII IIuIIuIIIuIIIuuIII IIIIIIII IIuIII1II°1IIIII1I VI I IIW IIIIIIIIIIII IIIIIIIIIIIIIluula IIIIIIIIIIIII II IIIuINuIIII I1I IIII I1I1I1I1I1I1II1IiIII1aII1lIIIIIII11I1I IIII1 IIIIIIIII1 IIIIuIIIII IIIIIII,I I1IIIuIIuIIuIIu,IIuIU uuuu uuu,uuu uuIld uuuuu u�l i u1gy�m, Imu m�I lIull �wlw�ul um11ryry�V' 1111111111 IIIIIIV 1 1 uVuumlll IIII 111111111111111111llll11NVI;1;uu II III 11 111111111111111111111111111111111111111 Iuuuuuuuuuumuuuuuumuuuu uu'ul 111111 1111 1111111111111 ??0.11.11.01111 11111111111 IIIII NV IIIIIIIl1lllIIIIuu11 iulllll 1 IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIYIIVN" 11111 INIIIIIIIIIIIIIIIIIu "` VI IIIIIIIIIIIIIIIIIIIIIO I Illlllllnmlm II 1 II �N� IIIIIIVm 11111111111111111111111 1�1 IIIIIIIIIli11 u �� IIV1111Im uumlliiiuVuIIIIIIUVIIII uuuuullupluu 1NIIIIIII III II IIIIIII VIppllll a (lull uumn 11 1 � � 1 dl uuuuuuu 1 °°° 111111111111��11111111111o0IIIIIII IIIIIII III11n1111 uuummu� I ul�uull I I1 ullllllllllllll"IIIIIIIIIIIIIIIIII J IIIIIIIIII II IIII (IIIII IIu (IIIIIII III � uuulll (IIIII ' "ullllll IIII IIII (IIIII IIIINII�NIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIV II N (IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII III IIII (IIIIIIIIIIIIII u I I II ��IIII 1 IUN null 1 1 (IIIIIIIIIIIIIII uuuulll III I IIIIIIIII lullllll°pp0 uupuu 1 I I uuu � II uII uuulllluuuuulMllllu IIIIIIIIIIdpIl1111111111111111111111 I annul III (IIIII Im 1 IIII111IW uuuuuuuulmWNVnllll 111 II 11 puulllllulls IIIII'° III II I11 � 1 ul'1 llu Iuu (III (IIIIIII ' uuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIVI IVI V11111111111 IIIIIIIIIIII I � � IIII (III uuu m1 pIm1111111NIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 IIII IIIIIIII 1 IIIIWuuuulM°' III 4 1 IIIII ll uuu IIHMuum maul m (IIIIIIIIIIIIIIIIIIIIII uVV1 IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII Illllllllllllul m 1ul 111 1I�d�IIul% Ii l1u I ulII lIW Iy �9IIl III� I 6II Im1 I III pII I I Ia lI� I�lIIr�� II lIlI/ I� llIIIu llI��IlUIu l M�lI uA lI lVmiu l Il!u IlII�. ItiIl1Iu Il1I1rI )Vl1IIIun l1II' Il1IIa IIIu l1IiI l1I iIu, l1IlIl1� l1lIu, l1IlI11IVIua l1I I l1i Imr1i�rIIl1l1III 1II 1i1Iun/ lII"Ij1aIIl1IIiIump' Il1IIipIII1IIiIuI Il1IIi°I11II1IImiIIu1IIl1II1U1I1II1II110IuIIIl1II1III I1II1Im1II Il1IININ1IIII1III1�IIII I�. uIu�IIuII1IIIIN1mIuIIulI1III�I1IuIIru iIN1"IlI1rIuIuIII1" IIIJ lIIINIuII11lIII,' IIIIllIII,°I IuIIlIII,I IIIIllIII,I IuIIIII11 IIIllII II)1uI I1NI IuII lIII1uIII IIII1N IlIIllIII1mIuII lIII1N II II 1 Il Id lIIIIIIuIlIII„ III�lIIII�M IIuII lIIIIIIIIlII IIIlIlu1N kIu�NI IIIlIIu IIuIIIlIVIIIIIlf lIIuIIIuIl lIII III,lIIuII IIuI lIIIIwuIIuI IIuI IIiIVwuIIuIIIu III� IIu uIIuIIu IIIulI�uIIuIwlIu III( �IuIIlIIIu�lIlIIImIIlIIIuIu IlIII_IIuIII uIuuIIIIIIuIIIuIuuIIII IIuIII. uIuuIII IIuII. uIumII IIIuIII uIu II IlIlIu IIluIIIIIIuIIuIII IIIIINIluIIII IIIIIuIIIlIuIII IIIII Il uIII�IIIIIuIIIlIuI IIIIIIm uII VIIIIlIIuIIIIIIu uIIIIIIIII IuIIIIIIIlIIIIIIIIIuIuII�IIIII lIIIIIIIIIlII lIIp�Id.lImIIII�I lIIIlI Wm li�I'lIlIlUIlIi^II lIiIII1 Il I Il IIIlIIIIlIl I II III1I� IuII1II1IuIIIIIIII I IIIIWIIpuIIII III1I I I 1 I(VI1I II 1II II VI1I "I II 1I 11I MIIII IIiIIIuI NoIiN (IIo IIIIIIuIIIIIII"IuIIIINII"Im,IIIIiIIII"I mIIIII"m�IV (dINV"IIIIIINtlN"III IIIlIuI'IIuI IlaINVl�1lnIIIu1IIII1Imn^IIN1III1IuIIIN1'WuII1lIII1uII I1 NIII1uII1MN IlI1uIII1 �1IuItl1V�II 111l1111 11(1�III1IIII1III 1I�I1II'I1�"II�I1IuN NINI1II1IINNIN 1III(I1II NII(1IIII1IIINIIIIIuIIII1IIIIII1IIIIII1IIIIIINIIIIIIIIII' II IIIIII IIIIII1I(u�IV11III1IIuIul1III1II1I uuW1�1I1I luulI1uIlIdINulIl Iu1lIIlIulII IIImlII1II1 II(lIIIIIl1IIIl l�uIIIl IIlluIII�IluII1 IVl mmIIIlu IIIlIIlIIIlI1uIlII IlIuIlII IIlI1uIIlI1I IIlI1IlI1II (IlI1I�III1II 1IIlI'I1�1III1I°uIlI1I III1°IlI1III IIIuIIlI1 1IlIIuuIuIlIINI IlIIuu°VIlIIIIlIIpIp9'IlII( 11IlIIluI1u1IlIIlII 1IlIIlmI�IlIIlI1uIIlIIlu 1IIIluIulIIIlIlIIIluI1lIIIlI1uIIlllI1IlmluI1uIln1 (uIlIImIlImI1IIuIIIIIIiIIIIaIImIIIIIIIn(IIIIIIIIIIIIIIIuIIIIIIIIIIIImIIIIIU IIII IWI�IIIIIIu III��IIIuIIIIIuII IIuImII1 III'NIIII1IW�IIIIII1IIIIIIIIWIIIII1IIIIIIIIMIIII1lII�I�MIuIII1III�1IIIII1M 1INIIIIIImIlWIIIIlIIIIIIII IIIIIIII1II IIl1 IIIII1 lI1lIW1III11 IIIl1IIImIl1IIIIl1IIIIl1IIIluIIIlIIIluI�IlIIluIIlIIlIIIuIiIIIuMII°u IIuIIuIIIuIIIIuIIIIIuIIIII IIIImIIIuImIII IIuIIII'IIuIIII 1IIuIiIIIIIIuWI1IIIMIIm1I 1pII1 I1II1I1VIaI1dIuII1IIII1IlIuuII1I II1lINImI1MII1IlI1 u1I 11I11I I1IIIII Il uV°II�°IIII°IIIIIIii IIilIIIiIIIilIII iluIIi�IIIilmIilIIilIIWilIIilIIiNlIIIilIIImlIIIlIII IIuIuIIVnII1IIIuI1IIIIVVI1IIIIVII{ 1I(uII II I1IIIIuIIIlIII IuIluIuIIIlIIIuIluIIlIIIuIuliIIuIuIII�IulVIuuIIlI ( IIIIpuIIuIIIIIIlIVuIuIIlpIII lIVuuIlpIIV lI 1uNlIulNulIuulu'Iu(lIuI 1u1uII1u1llu1uIllu1uIllu1uIlu1(mliI 1IIIIu1I1IIIIu1uIIilNIIIuu1 IIiII4Iu1uIuIuIIIIIuu1IIIII4I1u1uIIIlNIuI uu 1II1IulI u1uIIlNd 1IIuuuIIVlIIIIIl u1uIIIIII1I(III I1uIIuIII1II II1IIII1 II)I1III I1Iu1I 1u1 1uuu u1�uuuIu1I IuII u1" Iu1,1aIu1"'uI1u IIIu1 '(lI1u�I1lIl1 1"IIlI 1uIIlI1"IlI1u IuIIIIIIu°IIuIII IIIIIu1�IIu IIIIIIIIu INmII III II I�1IIlI1IIIa1III 1I 1I�tl �uuIW uII uIR 111 N1111 II �uIIIulryIulIIll ullI�IllI ullIllIullIllI�ullImllIlllI llIl llNll1ullul uluulI�ulI ulmlulllIIIl IIlIul IlflIulIlIul IlIulIlIulIlImlIlIIl IUuIlIIlII lIlIlIlINIlIl1IlI 11IIlI IlWl�II1IlI1l 11IIu pIIIuIuII1ImIuI IIIuIiyI IIu w1Il1 V I l l l 1 1 l l l l l l l l l l I l 0000000111111111111111111111111111,100 1 1 1 1 1 1 1 m 1I 1 I oW1!I11�1111 u 1111,1,1111,11111 II1I � I � Y I p I I� . I I I , mI I ra � I u I I 1Ih. I I I I 1I I uI I u I u Id I , ru m � e u m i u u l l l l l u f l l l m l / 1 l � m 1 m / t � � n + I vm / " M � du I�G M � u � 7 / 4 G u k N� C , � r , � ;Fl 1111111uplIIIIII IIIIIIIIlluuuum ?j lql, � 1 1 1111111 111111111111111111111111111111U11I1I1I1IIdIIIIR,,„ 1(IIINuuuuuuuu �u 1 1 1 11000 I f 111 J I u ^ I I I I I I I u 11 1 .wN ItI U II III111111 1I N i 11 01111111111 i 11 11 1111111 IIIII muU Ill II II II IjI I1 � I NI I� I I� I �r I� u � l Il m I IN ( u , ( , I m V lm I Il l l 1 u 1 1 1 1 I I,111 °°IIIIIdlllllll1111111-11 1 1 1 ' � 1 j 1 l 1 1111111�1N1111u111111IuV1111111 d I N 1 I I I I I u u l u l � 1 u I I u , 1 6 l l 1 l I li I III, uVu1 0,11111 1111111111111111111111,000000000111 ii1ui1i1111100 m11iiiiiiiiiuuu I11uuuumuu1u111u11111 liiIIIIIII 1111°u11 1 9V 01 1111111 1h 111muuu1uulll 1IIII III Ill? 111,1111111111111111111111111IWNdII01 11 IIg1111d IIIll 1111111111111111111111111111111 u11111V 11u1uiIII11 uUIIm1,111111111IIIIIIuu1111 1 111111111111 � � 1 1 1 1 1 1 i 1 1 u 1 1 I 1 u � � 1 1 l I I R R R R � I I1 W W W � � V I I 'u l l I u 1 1 1 1 1 1 1v 11111111 1 uuuumumwuuuu 111ulum lNluiiIIIIIIIpIIIIIIIIIIIIIIIIl1111m111111mjpViiuuu 11 IIIIlllmuI1II 11 1111 11 (IIIIIIIIIIIIIIIIIIIIIIpuI111111uu" 11111111111 �W ^mI I " u m 'I l l Ii I Iu u u 1l I 1 I 1l I 1 I 1V 1 1l Il IV f I N � 1 1 1 i i i i I l l l l m l l l uu u1 1 u m 1l fl a p 1 I I I l V l l IIIIIIIIIIIIIpI1IIIIIIIVIII II I 1m1uu1u IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIINnpnlWu1VIIIIIIIIIIIIIIIIIIIIIIIIIIIVIII III uu lly 1 1111III IIIIII III 1111111111111111111 1I111116 a �I III II I II°III1II1 II°II°II 1mIu1m1 uI u1�1 uI 11 1uI 1 uI III1 W IXuII uI uII uII u III uIIllu II l u1 l�lu Nll uIllu uI IWi I1 iuI IaiilIjiuiI jlllI 1lI1llII1llII W1Vl 1lI1lIl1lI VIllI IIlIIIlI lI1 lIIuII I1 II InuI IIIuII II uIu� II uI 1 l4I uI 1I11 I1IIItl 1I Iu1II,1I1 IuI1I1Iuu 1I I1IIu I1IV II1Il I1IIl 1Ill 1Ill u1I�m1II 1II u �u1IIIIumIIIII1uII I1 IIu II I II I IIIIII11II IInIIII II I,1III Iu IIu IIuIu1 1uII �1Iu I Il In II Iu u Il1u I ul I1' I1u I I I II III I �II IIN II III I II II I II I I I II I IIlN IIu IINV I IIu II u III1VI III1lI III1 I NuI I I'u II IlII lu 1i I 1lI IlI lmII ll II ll I uluI lI mlVI l ll l l1 i l M uI! I! lI! ! u! � II IIIuII IV uI Iu u1II 1Iu I u1II I1m I uuI uI 11 I m Iluu Il„ Ill uuu l ll1 u� l W Il VIul, N I . VIuIII I II I h I I IlI II I Iw II II I II I I � I I I I I1 I1 I I I u uu u u l u �l 1ll I1 10 1 1 1 1 1 1 1 1m 1 1 1. 1 W 1 . MlI I11111 II1„, IIII 1m11ulIIlllmu�uVWINII Wl ullVuuu? IIIp 1IIIIuIIIII I 1111111I111I�u1u°°u°��I II, ICpIIIIIII.11!ui6u�11111111111111111111,11,111111111111100,111111,11,1,1,11 llllllmlulu 11m iiIIIIIIII1 I aOIIp u mlmNlIuU u IIII YrrV/V / w� aI ' WA III III I III1I1I1I111111 1111 1 1 1 1 1 I II I I II I 11111111111 I h� III I III 11111111111111111111111 � I I W 1 1 1 1 1 I I I 1 1 1 I I M I u I u u I� I I I I uI I I m I I l l >l a I I I I I I I I1 I I1 1 I1 1N I I I 1 " I "I II I I I u 1 I 1 1 1 W l l l lI l l l l l l l l l l l l l l l1 l l l l l l l lu l l lu l l1 l ll l V u u M m IIIIII IIu I 11mIIIII 1(II 1tl1NW ���IIIIV uIIIu�1 "WImI IIIIIIINIIIIoutlllllllllllllll II IIIIIIIII III III IIull1luuuuV1 11 llllI11111111111111111111111 111111 u u NIl " l l , a � I e lIIIIIIIIt IIIIIII„11111'n � � 1 pI I I I I I 1 I I i �I I 1 1 1 II1 'I 1IlI iV1 I l IIIl1u q1u I Il l ' l 1 l ^ ) I I /I ll I l r�� I l I � u l ul ul u � l II I I I I I rr I � � 1 u I I m I� I° 1 I m I1 II1l Iu I1 IIV l I Ul l 1 I l I l II I I i I Iu I1 I u u 1 � DI Iu 1I o I I o I I r r � 1 U I 1 r u 1 II w l I l I 1 I uI V uI I 1I uI I Iu I 1 ua V u / 1 I u ( I1 I 1 I l 1 I 1 l V � ) I n ( I I lU I 1I 1 1 I 1 d1I I I 1 I I1 l I I m1 I I I fiI V I I l 1 NI I u V B l M u I u1 11 I 1i i u i p1i 1 1 "11 1 1 I1 I(1 P 1 I1u 'I1 I I I1 I1 I I1 I1 1 o1 l 1 I1 9 1 u1 w i 1 l 1 1 1l 1 l1 1I 1l II l l II lI R II 1l I Ip 'lI ' I Il Ij NlV1 l1 NI iI1 I l VI u iI1 l i l l I V I I I q 1 ^I Im I 1I � II II I II1 IIu I 1 IIu 111 II1 1 I I�yI 1" I IV I1 V1 I I1 IIwu 1 II 1 Iu Il 1 I 1I� l'I1I'l l iIA11?II 11111111uuuum 11iulll i 111111111111111111111111111111111111111111111111 1�� a ly1 II l 1I l l w i li 1 i l' u I l I l' 1 h i11 I 1 I1 p 1 l I 1 11 1 11 uu I1 I ' 1u I 1 u 1 1 1 iu I1 1u II 11 I I1 I I ( I I I I u uI I II m II I II I I I I mI II I1 I I 1 u I m1 I 1 111 lV 1 W p u u I I I W I V 1 1 I 1 I 1 1 I ua W I II Ip III u I I uI V m I I I I 1 III u1 I u 1 I m m u l u u I l 1 1 1 u j ° 1 u u u u u I I I I l I I u u I u u u u u u u u u w u u l lu u 1 ulm11 1111I1 ' 1 1111111 1111111 11,111m111upule uuuuuuIuuuuuuuuuu m1 ullll l III IIIIIIIIII m11iuuuu,I ° 1I11,111111 IIIImd11111 "'mIIII II I �II 1111111 IIIII 1liliiiiiI liij' j119 uuIllull 1u1 II IIIIIIIlI llllllllllllhIuIIIcIIII�IIIIIIIIIIIII um IIIIIIII(IIIIIIII II 11 IM1 1111111 °I 1III Ill1 oi1u111l11I uIIIIIIIIIIIIIIIIII 11 II611u1ullll"lIVIIIIIuuIIIIIIII uu1u1I?HI IlIIIIIIII uuIllu1IuIlulml uu1u1um 11111 IuI"uI umii 1 11, 11 1 11 °II II II 1 I 11IIWIIIIII I1 utlllIIlll111 ^I11lllluulll ul1111111 1 11 III 1 III 111111 III? 1IIuuuuuumu11 hllluu ull 111iI1lllI 11111 IIu11111III1U11 uWII1 1 IuIIII 11 I d11111II(IIIIIIIIIII ((IIII lum11111111ullllllll uullllll1111 IIIIIIII IIII uu1uuum 1 11111111 I II llll IIII1IIIIIIIIIIIIIIIwIIIIIIII1111II IVIII llltlllllllIIIIIIII IImll 1 111IIIIII 1 11 111(�W'4 lml 'I1111II 1lul IIIIIIIIIIuII II 1111um1111111 1III 1111111111 11I VIIII 1 I u1 il 11 �I IN I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 u1 1 1 1 1 1 u1 1 � u� 1 1 u I u a I I I u I u u N u u I I u I N W N uM u � u u l u m u 1 4l w 1I l 1 u 1 mN 1 NIX1 1 mI1M d1„„I 1 1 II 1 I(1'II 1�� mI 1 II 1 VII 1II �u1I � II m V I 1 l I N I m II uI I II I IlII I�I II I1 1VI 1 1I 1 W1 1 I I1 I I I I II I II IIp I I I I I1 1 I1 1 1 1 1 1 1 1 1 1 1 m m ' , p u n I I I I I Illll IIII11111Nluuuuu 1puIIII11ul Rw m m muuu IIIIIINIIIIIII IIlNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII°i1m(luNIIIIWW m1111uuIlllul°°°llllllllllllllllllllIIIIIIIIII II 11 (IIIIIIIIIIIIVV100NN11I1 WYW �W ° o m W 111' IIVIu1 IIp �111NN � I I I I 1 IW I I 1 N 1 1 1 1 ' I I l l 1 l I ) u u u u l l l u u u u u u u I I I I I�IIIIIIIIIIIIIIIIIIPI I 1111111 N Po IIIlIIIuIImII 1 u I 1 I I I I I I I I I I I I I I I I I I I I I I I u u u I i 1 ul l l ll�ul uu m 'I I uIu lu�u uW" u II "u ' N ' u I Iu I llull ll ll ll ll ll l ll u u u uuulm ullu u u u u u u u uu u u I uII u I I uI I u II u I I uI I uI I u I I u I IlI l I lI lIlIlI lIlI lI lI lIlIlI lIl lIlIlIlIlIlIlI lIlIlIlIlIlIlIlIlIlIIII I lI IlIIlI1II lIIIIIIIII1IlI1I(lV1IuIl1IIlp1I uIl1IIlp1IuIl1I Ilu1Iu°ll1Illl1Iull1I lu1Iul1Ilu1I ulIlmIulIl III IIIIIIIII 1111iiiiWllll1 uIVNIuPIIIu'111I1 uum""'11111111111111111111111"""' IIIINIII1I^^I�IIIIIIIIIIIIIIIIIIIIIIIIIIIImumuuulluuuululluluuuumulWWWWI11,I1 IImIIIIIII11IIIIIIIIIIII II;ll1;, °0°°°°°VII,IIIIIIIIIIIIIIIIIIIIIIW VIIIIull ) IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWIMYYWIN'IN'l11m1 ullllluuuuuu'u ulllulllli(IIIIIIuII,uuuu llluuulllllllllllllllllIIIIIII^^ llll (IIIIIIIIIIIIIIIIIIIIIIWWIIIuu1uuululllulllluillVVI1 1,01 °°III11111111111111W 111 uuuulllllllllllllllllll 1, 1J1V� 1 � m �WNIW II W I I I II IV 1111 1 i1miil1u111Iuu1l„luV Iu ' 1uII11IuuIIu1I1 Iu 1Imu�Iuu'm11Nu lVluN1 1l1 , lm1 �N 'ii i ul1 u uu uu uu u iu i�m i r111 II I >I I I lIl I lIl I VIa I I I1r I u I 1 1 1 1 I I I I I I I I I I R ; I � � I + uul111I1m lumuIIII 'u1111111111111111111 Ilm uI1u1l11l1�mu1i11111111u1l1"i111llllllII' IIIII mWuuIIIIull Iluuuuu IIIIIIIIIIIIIIIIIIIII UIllliiil 1 � l u � ' ' I I I I I l I I I I 1 I I I N l ° u I 1NNN��pIIIII I I ,,,0111111111111111110,1 IIIIIIII INWW I I d I 00000111111111111111111111111111111111111111111111111100 00000000 u� I 11 Iu ll ullul1 III1111m I I ?I V 111111111111111111111llllllllll;°1111111111 IIIIIIIIIIIIIIIIIII I I I I l l hH I m u u u u u W u I u I u Iu I u I u Iu I u Iu I I I II I I I I I I I I I I I luml111114i111 I 1111iiiiiiiiiiiiiiiiiiiiiiiii + / n I X 1 1^ H u l I I I I I I� I m I Il u w c pW ! n U m 1110000000000000000001001000110 lllliillIII100 1 ll' , u m V m I I u1 1 i I I �I 1 I I u I I �x I 1 I 1 I I I I UV I I I I I 11 u U1 I v 1 u u u 1 1 1 1 u o u u i l 1 1 b 1 1 1 1 �1 1 u � ltl l 1 u 1 I I I I I I V 1 l 1 lu u 1 1 I1 I1 m1 (1 I1 I1 I1 I1 II u ( u I u u I 1 u 1 1a 1 1 1 1 u 11 1 � 1 1 1 1 1 u 1 i i 1 u u u I m1 I 1 I11I I uuI II II UIIIIl II Il I1I I I II I1 II I1 uI Ii I I l I I l I l l l l I uN l I l � �1 u l u u1 I l l 1 IuW 1 I ' a U u I 1 I II IIII I I I n Iu ' I II lIu l II I u m 1 1 ( l 1 I1 l1 I 1l I l I l I III dlllp II m iull u11. uuul I llllll1111I11l11 1IIII u d11 11 1111 m1 lll 111,111111111111111111 IIIIIIIIII IIIIIII 11 11 11 III Iplllllllll IIIIIIIIIIII ulllIlllllmI IIII ll11 IIII, IIIII(IIIIIIIIIImmIIIIIuU1 uuup111,11111111111111111111111111 111111111 uuIuIuuIuI111I11IulI? uuuulll" 111111111111111111111111111111111111111 I (Iw1 IIIIIIIIIIIIIIIIIII111^^m�0� ( I IIIIIIIII(I1 (IIIIIIIIIIIIllllllllllllpullIIIIIIIIII1a 111IIIIIIIIiiiiilunll llllupuml 11II u 11111II Illluuluouululldl 1111111111111111 iuiiilVII1IIII Ills111I1,11u1I1111111 III111Ipuuu iIIu1I11j1 uuuII1111 111111111111111111111111111111111111111111 IP1iim9111i111I1II11puuulVIV1 1uIIIuII11 11 lIl1 IIIIIIIIIIIIIII11 IlluuuudIIIIII11ull1111(I�11I(I1IIIIIIIIIIIIIIIIIIII lIu 11111111111111111 11 11111111111 111I1111Vu1 1uu 1II1111111111111111111, luiliiiiiIIh1 II u1u111""Illlllllllllllllll111111111111 91 IllII 11puu (IIIII 1111 II 11 III 1 11 11 1 I1 III Illliil11 11,111111111 uugl 1H I II IN1 11,1I11 i1u11 111111111d1111 111 11111 II ullluuuuuuffim I 1 I 1 IIIIII IIIIIIIII IIIIIIIIIIIIIII I I j O ° ° m q V 1 1 1 1 1 1 1 V 1 1 m l 1 V 1 1 p u g ° I I I I I °I I m d I 'I 1 I l l 1 u u l l I I I I I u u I u 1 IIIIIIIII11IIIIIII'I' Illlllul1II 111111 11111111111111111111111111111111.11111 1111,1,11111111 111111,11,111111111111111 111111111111111111111111111111111V11, 1 111I u u 111IIIIIIIIIIIIIIIIIIIIIIIIIIIVm (IIIIIIllu111111111,1111111111111111111 p 1u N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I 1 1 1 I U u u u u u u i i 1 1 1 1 1 1 1 u I l l 1 I I I I l l u u u u u u u I u u u ' I Iu Iu Iu I Iu I Iu I 1u I u 1 1 u u l uu u 1 1 uu u 1 1 u u 1 uu ul J i i l i l i l i l i l l i i I i IiI I u I " u I I " Iu " u I I" u I l l l l I l' I1 u II u II II u II u I m II u III II ) 1 I1I I 1II 1 II 1 I I 1111111 M1111111111110111111 I I tl 1111 IIIIIIIIIIIIIII 1I1I1IuIIl 111111111111111111111111111111111111111111111111111111111,111110100IIIIIIIIIIIIIIIIIII IIIII(1(1IIII1IIIInl1 uulluu1111111111u IIIIIII I II IIIuIIIII IIIIIIIIIIIIIIIIIIIIIIII IiIIjh1m IIIlIIIIIIIIIIIIII1hIIlIIlIuIIuIIl Iiiiiiiiiiiiuuu1u11u11u11u11u11u1111111 jilutlN 1Ildliiiiiiiiiiiiiiiiiiiiiiiiii Iouuulll II1II11I11I11I1I111h1 (III1IIINI �IIIIl11ulll(IIlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll ,11,11 IIIIIIuIIuu1p1111�WNWWNj'1111IIIIIIIIIIIIIIIIIIIIIII(II I I l l l l lllililililil uu lilliiiliiiiiiiiiil liiiliiliIiIlitiiiIiiiiiiiliiii1i1li1i1i1i1i1i1i1i1i1iiiiiUiiiiiiiiiilil IIIIIIIIIII I I I Iluuuul1liuiiuiuiiuiiiililiViiliiiVil1lIIIIIIIIII (IIIII11111111111111111111 11111' 111111ppppppp„pIpIpWppIpIpIpIpIpIpIpIpIpIppppIpppppppI„loll IIII IuIIuIuIIuIuuuuu111111111111111111111mIuu1I �lllllulmIIIIII'M1'nlllIIIlllI1 VIIIIIIIIIIIIIIIIIIIIIouulluuuuupulllluVIIVII�III IIIIIuuuulII IIIIIIIIIIIIIIIII1 llII1 u ry I�I ryI�I II I ( I I I I I I I P I 1 I 1 1 1 1 1 q j 1 I I u u 1 1 i I u I u I I1 IIiIIIIIII dull lllllull d11I 11I111 ° 111 °1111IIIu1mmtlmmuuuulll 111 1tlllll �II( u u m 0 I 1 u u m u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u W � � I V p l u u u I I I I 1 a� u u u u i i i i i i i i i i i i i 1 u i i i i i i i i i i i i i i i i1 1 11 1 1 u u u u u u u u u m i i N I I I I I I I I I I I I I I I I I I I p m m u 1 111lmuumu1 I� II IIIIIIIIII IIIIIIaIII 111IuumVm uN11111mIWluu I'a uuuluulllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll �WI� u 1100000000000000000000000000000000000000011 IIII��� I II I I I I II iii iliiiiiiiiiiil l II 1 I11 I 1 I' I 1 I1 I� I1m � I 11 I IIl 11 I u I � u u m IIm II II I� i u V 1 l lu I 1 1 1 1 N � ulm u u N uI � uI 1 uI 1 tlI 1 mI 1 l 1 l1 lu 1 1lyI1 1p I1 1 1 I 1uI1 11'I 1l u 1l 1l u II I1l o I1l Il1 m' ��l1 k �l1 �l1 lI1 �l 1u1 �pl1 1 1 ul1u V' W1N l1 I u1N 1 l1N ' qW1 1W 1 11 W M1 1N 1 ' H1N 1 l1N W 1 1N 1 1N l1 l 1N l 1 ul1Nl1 u u1N 1ll1N l1 l l1N •l1 11N 1 l1N l1 11W l1 1 1 11I 1 l1I 1l1I 1 11( 1 1 1l1I •1 1 1 11I 1 1 1 l1I1 l11 11I 1l11 1I I l1I 1I l1I I � l I I I I I I I IN I II I I IIuVI 1 I I1IuI I1V II I I I I I I I1 M� I I pI IAI I I A1 I A I 1 1 �� 1 11 � 11 p 1� 11 p 1 u 1 l 1 lu1 l' 1 lu1" p 1 m 1"l p �I I I I I II I I Ip I II II Iu1 Iu I I Il 11 I II�1 I I1 i I� II I II II1 II IIP II II III III IIV III III� III III' IIuIl IIIl IIIII a I NI lul1 1 1 II N1 I1 1 1 1 1 1 I1 � I Im I I I I I m I I Iu u Nm uI � ImII u I I I� 1,I u I� I u Ihu u I I� I In I' I I I I I I �m � 1I 1I I N1I 1I II 1 � IIB 1� I I1 In 1IN I� I NI I� I I "I I I I � Ia I I 1 1 N W I I �I I I II I I I I m I I I1 'I I 1 � l u I I I I I I I I u II 1 I u u mI m I+ u u lu ul lV ll I ull ll lul l lul l1 lu1Il l° l I luI lIu lI1 4 1 l 1I ' lV l1 ll l W l ld ulI lluW ulml llull lmlll lll lll lIll 0 l lI lI lI 1lIV 1lI ulIII lI ,ulII iU li li (Il, lII1 lI lI lI' 1l Vl l l u l l l 1l mlI l y II II1 II I 1 I l °I l I 1,11,111.1.100000.00 MWVN II N1I N �u1u110l0 l(IIuumuuu11p1um,uuuuum a111Wpp111111u11 'llllllluu'uIIIIIIIII 111111IIVI�llll IIW I1 1I11I1I�IIIIIIVII II IIIIIIIIIIII (III IIuuiI11l11l11II11uuuuuuIu1u11 v1,1110111 m I I III I ' I V I 1 l lI uI l I I I I I I I I I I I � I W I 1 1 1 1 1 � I i i I ° ° v 1 II l I 1 1 1 1 1 1 1 1 � I -1 P 1 I 1 h 1 1 ' I I � N N N u m l u u l 1 1 1 IMwuII WIIWIlW'W IINI IIIlIIIuIIuII IIuI11u IIIIIIII IlI Il,I11I1I 1 11 1 IIu l l III , 1 1 N N 1 1 1I I I I1I 1 1 A1i I�I No N N N0 I'1 1 I Im° l i l° l l6w umuN .uI I. Iu. I1. I . Iu II Iu II Iu II I III I II I N I � NImI I 1 � I N . � � � � � � wu u I1 II u o V I 11 1� 111 IIIIIIIII 1 II �IIIIIIII III uu '' iuuuII III11I1I1IIIII IIlIluIlIIIIIIII1I1I,I,I11I11I IIIIIIIIII ll IIIIII IIIIIII 1I1�uluuu 00001 9MIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1I1 IIIIIIIIIIIIIIIIIIIIIIII lllllllllllu 111111 I u 1l1 1I 1y Im 1V Iu 1 II 1 I� 1 Iml 1 Iu 1 I 1 Il 1 Iu 1n 11 I 1 I 11l 1� 11 1 11 1 1 1 1 1 1 1 1 I 1 ppII1I 1III1I 1 �I1I 1 I1I 1 I1I1 I1I I1 I1 I � I N I 1I ', 1IA 1I N I I I I 1 1 1 I 1 I 1 II 1 I 1 I 1 I 1 I I 1 1 1 1 1 l 1 1 1 I � 8 u W u I uV u u I uV I u I I uI IM m I I I l l l I l u Il N I I IM I I I N I I I I I I I 1 I I II II I' I I lII II IuI l I 1ju uI 1j I Wp uI u III 1 111III �1 III III III II III III� ' MIII WII UU 1 I 1 I 1 m1 " I I 1I 1 i 1 Y N lI luW l^l u N u u I u mA u I I u INI I uIN II IuNNII II IuN I II IuI I I NII I uIII I INII I lNII I NII Il III I INI I I I I II I u ( I II I I �II I I NI II I NuI I u I lI l lI I M I I I M I I I N�I I I W NI I I I I I II � II VII II MII II I" u N" ui I" VI I " I I "u "(u I �" Iu I" II I I ' ' I I l I I I I II II I II I� I I I I I I I I I I I I ( I II II I I I I I I I I II I II I II I II1 II II I I II II II II I I I ( I I II I I II I I II I I I I I I I mI I I I II I I I I I I I II I I I II I u I II I I I I I I I I II II II I II I I II I II II I I II I I I I II I I I I I WI I 1I 1 �8 1 I I I IP I I II I I I I I I .(I l I IlI lIlIl ImiI ll I ( (I uI II I I mI II I I I mI I I I I I mI III IIIlI II l Iu 1 u l uIIm1II u1II 11�I n1 u1NIu1In u1NI1 1�n1 1N 1ln 1Nl 1lm1 il 1Ill l l1I 11I m 11u 11 11 n I11I111n I1 I�u nW INun I I�mu I N Iu n' IW mIuI NI IIp lI I IIl lI IImIIl IIl IIIl mII �� lI 1IIl� muIIIl Iu l I� 'IuW ma I V u lI lI nuu l 1 uuI IlI (Im I1 l I II l II u II ' l mmW II(u Im II I ,IIIu I IIII I I NI I rc�NII pI1 I' I 1III I 1 II I I 1'I. I Iu u u � I l II I gI I1 1 1IW ° I" u1 ' 1I "� uIN I� I "1 Iu Im ,�I II I 1 �Iu W 1 mu N m Iu m m p n n u �1„�111IIIIIIIIIIIIIIIIIIIIIIIIIn1i (IV Wp111111u NIIIIIIII lllllll(IIIIuuw uuuuuuuuu IIIIIIIIIuuuumuuu(IIIIII III1I 1 i11111l�N�IIIIIII�II„IIIIIIIII„1IIIIIIIIIIIIIIIIIIIII1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111110 N � I IIII II(IIIIII(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI I(lINIIIIIIIN�uuuuuIIIIII�IIIII II lIuuuuuuuuuumumIIIIIIIII(VNlllllllllllullllIIII I �N, 1, IIIIIIIIIII1I1IIIIIIIIIIIIIIM111N1�nli11uIIu1111�III IIII l(llIIoIIIIIIIIIIIIIIIIIIIIIIIIIIIIo 1 IIIullllImIIIII(IIII11NW 1 IIIIIW I uIII q lllllIIIouI ImIIINII I I m uuumluuu II IIII 111 NN l,,ll lN 1 u IIIIN'WN'NWNNIuuuuu11 111111111 l uullillllllllllll I ( 1 I 111� 1, 0000000000il 111111111111111111111111111 1111111111111111111111111111111111111111111111 I I IH W I� W � N h u u u u l l l u u u uh u l u u l u II I I I I II I I I uI I uI I Il l u u l, N 11 1 11 I I I nu ul m l u I 111111 IIIuIII II IIIIIIIIIIN IIIu II11 uuVlllllllllllllllll 111Vu11111111111111111111111111111111111111111111 u "l V "1 ' . N . I ( I , , u, V 1 d u u lI a I � l l l fl l � W u 1 u I m u V u u N 1 I I u . u u uu u l l ll l I l I l 1 � h 1 lu ° 0 ! 1 11 u u u u u � u u l I I� I I I I N m a m I I II I I m r I I l p I I I I I I I l i i i i i i i i i i II NI° 1 I 1 1I 1 1Iu IIl l m 1 V 1 ,� u u lu l l l � l 1V I 1 1W 1 u 1 W 1 1 1 u m I Iu I� Iun I N I Iu I I Im I' W I I I l I N ' l u N I l I lm I l I I I u m I l I Q I nuI I I uI I u I I u I � I u u � �u 1 ,"" I u1 I1 1 . u1 u 1 I I 1 I I l l m w I 1 I 1 I I I I I I I n N N I I 1 1 1 1 I. 1 � �� 11111l1111I111 1 I uuuuuuu 000100 C�, 1 mluN, IIII(�Wu111111� u11 111"� iIIIIIII1IRIIIIIII1�1 I 0 rl� e l 1I""u"'IIN� I��1 N?IIIVmmil(oo III1pp°l I,11,11 Iuu1 1 l 1 l l l l � I IIC' „d1' P I,I INli1Ii i° ii1Ii1Il uliuU ulIllIIll I�iI IIIIVNIIIIN IIIIII'II�I IIIwIIIIIIIIII II N I I I IuIII I I INI1u Ill l Il II jl Il l, Il1l N1I1 1I1l , 1 I 1 1 m1 1 u l 1ul1 1l ul l lI u u l ul l l l l l l l l l l l l 1 1 I� �I I Im I Iu uu1I1P1u I u1Iu V u I ° IIII II III I I V P m j1 1 i i i i lI 1 1 11 1 1l1' 111ull1 11 N11l1u u� u d 1 u llWWI IIlN' llup �V u 1 Iuu 1 11 lu u uluu IuuII ppIII uIINIl uI 1lI ��IN Y mI IIuNII mlII" I I Y"uI IIuIIIIII� IIIIIIIIII I IuIIuIIIuImIuII Nuu1�u iaI II N � I oI�I�INIIIIIII�llI NImIIIIIIilllllu IIIIp11uu1NW''WN NW''W'W'WNIullNIIIIIIIIIIIIIIIIIIIIp11111111Iubl� 1I1I11uIIuIIuIIuIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uIuumumuulululululullliuu1mII N 111I1I11IIIIIIIIII IIIIINWNNIIIIIIIIIIIII NIIIIIIIIIIIIIIIIIIIIIiiillllllIIlI,,,IIVuIlum ulIIII 11111111I1u�NNN1IuVIIIIIIIIVm 1 II IIIIIIIIIIIIIII I I M IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII [11 11111 INNlVlIllugul�u'uNNIII 1 1111111111111 I II I111111W�'NI 1NIAN111 uuuuua Illlli 11 11111111111111111 l I11111111l11l1111111 111 1 1 Il uImuli 1 6 1 11 1 1 1 N 1 1 u W u u 1 N u Wu u I u uuuIIII�IIuIuIuIu uII uIu lllNllN(uNuNu1I1l1l1l 1uII 1IlII 1Il 1HI IIIII�1111111 I1'11�II 1111111111111111111 IIIIIIIII 111111111111111111111111111111111111111 IIII IIIIIIIII I11111111111111111, II10111111111111 llml1ppuuul00,11iilllllVIIIIIIIIIIIIIIIdI111111IIIl "I1I1I1I11111I0000000000000000000,llll?uuu 11111111111111IIIIIIIIIIIIIIIIIIII11111111111 Iu M 1 uI �u 1 1u 1 1u 1 1, 1I I1I I1II1 I1 I1 N 1 N M N N 1 11111111111111 �1111111111111111111111II IIIIIIIIIIIIIIW(IVWN'WIWII11 l l u u u u l i i ii i ii i Ili il11111111111il ipiiiNiilll uqll1111110IIp1I1111111111111111111l I u um mmuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuuuum B , u d V I I J wr � % l f I I mN oIX I r u ( I I I I I I I I I I I I u u u l l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W ' M ' ' N M I N M N � I � I W I N M I N I I I I W W W W W I I I I I I I I I I I u u u u u u u u u u u u u u u u u u u u u u ° ° ° ° ° ° ° ° ° ° ° ° u u u u u u u 1 i II W I11 I1 I1 IV I IV I II1 IW I I u 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 4 1 I I I I I I I I I �IIII III��W' IW IIII1IIII11I III101100 01II�I�IIIMIIIIIIIIIIIIIIIIIIIIIIIui1 "111I'iilllIIIIIIIIII n l 1 I I I I IIIIIIIIIIIIIIIIg � 0 i uu ? y r, % I f 1 1111111 u ° i t 1 1 1 � / I' I' I I l I IIllII1 lIII l I1 l u l I lI uI u I ItlV l lu1l 1l 1l 11l11l u 111l 11l ul 1lu l 1 1l4l m1 l l 1l 1 1l 1l 1l 1 11 11 '1 1 1 1 I'IV 11,11,111111„,10111 II uuuuumIIil1iIIIIIIIIIIVII1liiiiiiiiii 11111111111111111111111111111111111111 N,y1y1y1y1y1y1y1y1y1y1y1y1y1y1y1y1y1y1y1y1111111111111IMINIWIMIMIMIMIMull 11111 1 111111111111111111lllliiiiiiiIiiiiii1li11111111111 I " q ( I I I I 111111111111111111111111 i i l w � � I I I I I IV m 1 I 1 �� 1 I 1 I 1 I�� 1 I��1 I1� I 1 I 1 I� 1 I� 1 0 l I I uII I I u u I I u u pu l u l uu uu u u uuu u uuu u luu l lu l I I I I I 1 1 1 1u 1 1 1 1 1 1 1 1 V 1 N I1 I1 11 u 11u1 1u 1 111 0NN' I°1 1I I f I I u I1I u u u u m u1 m mY 1 1 1 I I I I I (IIIIIuIIrcI I pNNilll �I W�WIf I��I �IIIm1nmY ulllllllllllllllllllllll IIII II Ilulplul„l III,I,I,I,I,I,I,I,IiIll'lllIlllllllllllllIpIIIIIIIIIIIIIIII11111111111111111 1111II1II1011cull ml IIIIIIIIIIIIIII 1 I��N"II1 11111111 IIII (IIIINNIIN o„1111u1IIIII NI11111111 (lul Iuu IIIIIIIIIIII II IIVIIIII NIINNNNuu1u11 (III l o l u 1 1 u u u I u n M N ' ' ' u u' u 1 11 N 1u 1 1 � 1u 1N I 1 1 1 1 11 1u 1 1 1u 1 I u1 ° 1u � u' I Iu I u 1 u , 1 u 11 u � u )�' I Nu u uu I uu u W u m u u u u m 1 1 1 u1 1 l1 11 11 11 u1 1 u1 I � 1 1 1 1 I I I I I II I I u u u u I uI a I I I m � M I N I W I W I I W I M l I I N I I I 1 �IIIN �l '�111lI WMY 111111111111 IIull lll) IIIII Wu 1 IIIIIINNIII IIIIIIIIIIIII umuuuuuImIIIlIl11111I11111111111111111111111111111111111111 �11u1WIlI III;1111IIIIIII II W'MIWIIWII III IIIII II°°1111111111uml „0000 VIWIW("'W�WWWWIIIIIWIWI1WI1I WIIIIIIIIIIIIIIWII �I I I 1 1 I 1 N 1IIII1111111111111 MN ' I ' u W W ��� � �I 1I 1I 1l 1I R I R l i i i i i il� iI i i l l l I I I N I I � � w� � I li lp 1m i l l l l 1l l l ', ', ' I 1 i ' ll l l W � 1 I I 1 I I 1 I I1 I I1 I1 I1 1 I1 I1 I1 I1 I1 I1 I1 u I I I u i I ,11111111111111111111IIMII IIII^I oiNll I11I111111111M11 11 lullllll 11l uIY Nu VWNlIullll,IIIIIII II1111111NINININIMIMIYI111111111I111111111I111111111INlullllllIlllullllllllIII1u11111II 1111 0u41 II 1111111111 NI ,I,liiiiiiiiiillllllllllllllllllllllll VW�IIIIul,ull I 111111111111111111111111111111111111111111111111111111111111111 11111 l l l i u " UllllllllluuuuuuuuuuuuuuuuuuuuullIIIIIIIII l 1 u N l 1 1 1 1 N 1 I ' u u u u u I d I u 1 N u l � IIIIIIII I I II I II I I I I I I I I I I I I I u IlI l 1 1 1 u u u u u l l u u u1l 1u I IIu 1n 1 1 1 u m u uu u u u M m I 1I 1I I I I I I 1I I 1 I I 1I I I uI II I I I I I 1I VI I u u III II 11 11 11muum11ullll1111111 °IIIIIII�11111IVWIN IIIVI lllII uIIU111 IlN��I luuual IIII I00 1 1 I1111111111 IIIIIIIIIII1 II 11111111 .m.� IIIIIII��11 1.1111 11.1 .11111 W1I 'N W III111Iu� 111m111 1I fi,mllll11111111111111IIIIIIIIIIIIIII III 1 II II (IIIII(IIIII IIIIII(IIIII NNVIIIIumi 111 il lulll111111 111l 1111 IIIIIIIIIII 11A IIIIIIIIIuVdum ,111 01III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I � 1 � u u pI lI pI lI u 1 l Im I I IWI I I II I 'I II u, u IN u u u^Iu u 1 l 1 u1u uI 1 lI uW u 1 I I I 1u Im IW I I 1 I � IA 1uI 1uI mI 11I" �1I 1 w u u Y lI I I l 1 1 1 � u u u u 1 u 1 1 u I1 u 11 I1 u I I u I I u I u1 u u m N m m u u u u V l l 1 1 I 1 l I I I 1 I )I �V0IIIIIII11lllll„11Illllllllllll��u IIIIIIII�II(IIIIIIIIIIIIIIIWNN'NNWI ° IIl11' llllldl IIIIIull� ( I �III,l'IiIII IImllll1111NW�IIIIIIIIIIIuu1uIl II I IIIIWNIIIIIIIWIIIwi I IIIIu II(IIIII� I n ' W ' V N 1 I 1 1 1 1 ' 11 I 1 M N 1I I I I I I 1 d I I I I W ' I l l ullllll II (IIIIIIIIIIIIIIII Illllmum IIIII1111111 NWIIIII 11 II pu 11,111 1 1 1111111111111111 11111111111111111111 I I I I I I I n ( Iu I I I I I I I I I I I I I I I I I I � I N N N N W W ' M N ' M ' � I N I I N I (. II V „ 11 u u m u u (WIIIIIIIIIIIIIIIIIIIIIIIINHI 01111111111111 I I I I l l 1 u 1 1 1 IN I luill Ipl ' IIII IIIIIIIII11 I NN111 IIIIIIIIIIIIIIII 1 III I 1 I I Illlllm I IIV11uul 1I1 11111 III1111111I 1V111110 u1 1111111� 1 IIII d 1 1" 111 Ilia N IIIIIII 11u11111111111110111�M uuVlulllll II �ilillllh��llilllllp V Iu IV IIV u I NII( IIIII III h 1 1 (III IIIII�Iuuull�' 1luuuulllluul�llllll 1IIlu uuu I 11 m uuu VIIII (IIIIIIIIII 111V1V111V 1 11 II 11111111111I1191 uu um 1 mlluuuu1111i11VI (IIIII IIu I mu 11 IIII )lulu dull 111 I IIIII w IIII!u1u 11 I IIrI IIII p ' � I I I a nua r mm�Nmlmlllll uuuuuuuuuu u , JIIN 11 mmryry null 1 uuumulllll I IIII uuuuuuu 11 I 11 , 1 1IVIIII Vllmljl6 , @N I Illmm I1n11 l l �IIIIII 1 uuullllllll mm mm null W1 w,J ullllllII 1011111111 IIIIIIIIII ,uuua 11 oulVumu I111I11,11 I I ro 1 111111111111 III I 1 � ,uuuu mu°m um uu Iuuuuml11,1111ph1111 (IIIII ml IIIIIIIIIIIIIII Iml IIIIIII I IIIIIIII IIIIIIIIIIIIIII WWN IW IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I n �M'Nliiiill 11111,1111111111 1111111111111111111111111111111111 11111111111111111111111111111111111111111 111111 I u l 1 u I W 11 'I'1 III lllluudl 011111 IIIII,° I Ioll 1 11 I III, u1 II m IIIIIIIIIu II111 u 1 ll I IlllllulluuW 111 11 I> I 1111dllllll I Ilgdiiiiiiii11N111IIIIIII'Ipil111111j 1+11111��61I,II11101I111111i11111111 IUIIIIIIIIIIIIW 1111111111111111111illlliiiiiiiii VI 1 VII IIII� n, 11111111111111111111111 1 111 1V ulnaII 11 II Illlllp� ^ 1 11 a u1111 I WIINI uuu u1 uII �Viiil Ili C111111111111111 1 W WN�1NI111N IIIIIIIIIIIIIN I NNuull lum�lluw,nll'11 plum II N1 1� uuu IIIII''" IIIII� l ul ll �'W I IIIIIIIIIIIIV m111111 m IIIIIIIIIIII yII 4 IIII III J 1111u1110u111 IIII WINI�II� (III Itl11 I 1 1111111111 NIIIIII 11111111111111111111111111111111 II Page 159 of 617 A II 111p111vu11 yR, V1�yf %/II'�m��` o qml M1dlmlllw, l➢l�Pl pyr/rf � �� b I'WN ml luuuuuuuuuuuuuuuuuuuuuuuuuum IIIIIImmNY �rM� ulu„I+1 ,I II I IIIIIIIIIIlliiii11 1luuuml11111111� " 1 ,! n,uu ml, ullllllllllllllll "uuulm uu IVIIdIIIu1V°II111111191'11111^11 uuuuua muluVu i11V11111V111111111u1111111111111 4 oi,111IIIuIIIIIIIMuuuuuumIIIIII uVVIIIIIIIIIIIIII�I IIIIIIIIIIII�1� �u�duuuuuuu 1,lfl NN AIMµ 'IIIIIIII °°°11 �lllll liiiiiiiiiiiiiiiiiiiiiii°1muuu11111, lllllllllllllllll 1111111111111111111 uuul1111111111111111illllllllluo uuuuuuuuuuu1luuuuull1111111111111111111111111111111111111111111111111111111111 illllllllllluuuuuuu III1,111111111111111111111111111111 IVI11111111111111111u1111111111111111 n�,��m IIIIIIIIII IIIIII a um tluuuuuuuumtlluuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum umliili�IW 4� (Juuuuu R ii ®® %I�IIIIIIIIIIIIIIIIIIIVuu uuuuuuuuuuuuuuuuuuuuuuu,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, IIIIIIIIIW1411111�111111111111 pDl ' ` 41 1 Num IIIIVuINNuuuuuuuullllllluuuuuuuuµuuuuu m u IIIVI Illlllllllllp IIII nuulVul 00000 IIIIIIIIIpp111111ui N 11 r m 10,0 'f JY' I'�1"D�,Q,mfJ MIN' IIIII � / W �1177I�11I 11111111111111111111I III IIIIIIIIIII 11111111111� �I' p�, uuuuuuum IIII Mo1Vuu„IIIIIIIIIIII uuuumuuuuu��IIIl011nn11111111111111411111111111111111111111111111101VIIII,, II I I� uuuuumulyumuuuuuuuuuuuuuuuuuuuuuuuuuuuuum0 u11IIIIIIIIII01IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII Iluuuou111u,11111111111111111� nIIIIIIIIIIIIIIIm,,,lluuuuuuuuuuul 11 " 'luuuuuuul �uugU6.0 VNuuuuuuuwl �W III IIIIIIIIII VIIIIIIIIIIIIIIuuuu11111 11111111111111111111111111111111 nuuuuuuuuuuuuuuuuu �N MV111111111111111111111111111111 � 1 m uuuuuul i�M1IMM��Oi�MIIMMuuuuuuumuuu 1111111111111111111111111111111iIIIIIIIIIIIIIIII111111I�19J IIII 1 /p 111,100111111111111111111111111111111111111111111 (IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII uuuuuuuuuuu uuuu1u11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�,,,,,,,,,,,,,n��111��111111111111111111111111111111111111111111 iliiiiiiiiii°1 1 I I1V1111V11111111111 Il 1 11 IIIII l_.. I1lIV11l IVI 11 1 IIII 1�11111111111111111111111111�1111 )0 mlllll 111i1111 �� �� It 11111�,1 ^^ ^^ IIIIIIIII � II��IIMy u a IIIIII Ills oiuuuluul QIII III III, II����uul IIIIII IIIIIIIIUIIIIIIIIIIIIII oivIk hVlPll fi��uuuuuuuuul�ll 11iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil111voo lll� III IIIIIIIIII IIIIIII IIIIIIIIIIIIIIIII Illlli 11IlullluVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIp III IIIII 11111 ,IIIIIII IIII uuuuM'I�uul uul u u uuuuuuuu uu1 u p ��, ououlilliououououououououllllllllllllllll11111111111111111111111111111111IpIppIIIIIIIIIW�uuu1 uu4 muouuuuuuuuuouuumuulllllllllllllllMullllllllllllllllllllllllll�lllllllllllll ^ � y1III�q uµ o 11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , ff�l IIIIIIIII � M r IIIIIIIIIIII J / W ed IIII r l uv 11 111 (IIIIIIIII 11 , p � r uuuuum IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIII 1,II d��� IIIIIIIIIIIIIII u / I l III I� NMu1 Ip11 4'�Ill�ulpuuuuuuuuuuuuumppluuuuuuu � u1 f` IIIIIIIIII I uuuu mliµull i mmm KIWI^ I I �W�Vj�hllllllllllllll� IIIII �I III 1111111111111111111111111111111111111111111111111111111111liiiiiuuouuuu�,1111uuM� III u 10 umluu m1µ D „uuu d1NM uuuuu„1111111111111111111111111111111 uoiuuuuiliiiiiuuuuuuuuuuuuuuuu iinnIiii11111111 1 �/ uuuuum d///f ✓I r� ��i � ��liliill IIII IIIIIIIWum ltii✓ � � � i IMAM puum i rc MMII 1111„µ III 1illIII m mI °°ruuuuuuuuuuuuuuuu µ"riMIIINII � �IVp�;, oir ' / �II "yIIIII1II1WII It'll I '"� /"�'r �" /"'� �"'� Illlup,p Iu11uI11im11�� �y �� , V IIVI�mI a c k�s o ■ ■ uuuuu lu , , J 6 �NMuI %m(�im ull N qll gIIIIM �llllllll4 , ,,or ownshI� Jai ,�, �`";,';,, Legend A Agricultural Small Spills & Investigations A Agricultural Old Emergency Incidents MPCA Sites Feedlots • Hazardous Waste • Investigation and Cleanup • Multiple Programs Solid Waste O Stormwater Tanks Water Quality Q Study Area City and Township Boundaries `� illiiiiiiiiiiiiiiiiiiiiiiiiiii�1111m Illulllll r IVIIIIIIIVI o 11 � r lolh000000000000l �Ilumull� il�l�l�lluulll��llllll 1 � 1111111111111111 o MNMMMII f r„�IIIum11111�u11111 m�04 Known or Potentially Contaminated Sites Jackson Township Development Area AUAR City of Shakopee IIIIIII II IIIIIIIIIII���iiii000000 I0iiiiiil IIIIIIIII uuu, lllllllllllllllllllllllr IIIIIII„ IIIII I I111ICIICI IIIII �II IIIIIIIIII\11I IIII 11 IIIII IIIIIII I uh Il1 1 11IIIIII uuuuuu,uuu, n IIIIIIIIIIIIIIIIII IIIIIIII IIIII Iluuuumul IIIIIII 11 IIIIIIII 1111110, 00,111,11 III �iuuum4 Ilmmu I Iumuuuml uuIIN u�II111111°1�llmi1°�ii°111 I�111 II I I I I I I I I I I I I I I I I I IIIIIIIIIIIIIII I I I I I I I I 1 I I I I I V In�piouuuuuuuuiuuiuulj Vit// .r 0%% 1111111111111111111111111111111111111111111111'�� 111 �f,11):111\11`111 I 11 u m ImMNNN�mIliii,Illllu111IIQIIIIIVI�NNNNNI1p111 NNNN IId1 1' 1 mu, III �I Ii11,IIIIIl111111 111111IVII1111, i f /(IIIIIIIIIIII i IIIIIIII�� II uuu0000000000uuuu11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �1' IIIIIIIIIIIIIIIII m MI�IIIIIIIIIIIIIIIIIIII III u uu111111111iiuuiiiiiiiiioil1l1l1111111111111111111111111111�Illlllliiiiiiiiiiiiiiiiiiiiiii uI pN1111i11111111iii1111IIIIIIII MIIIIIII ui�lllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��IIuu uuuuuuuuuoluuuliilll IIIIIq;INI� Page 160 of 617 " UlVllp l „iiill111111111111 �W J; �um111uuuuuuluuuullllliiiiiiiiiiiiiil i r �uuuuuMlllllu IIIII111111111111111111 uiii�iiiiiVllVu1 "' IuN IIIII P IIIII uuuuuuum VyIPVuuu1�1 Iluu uillIM11111111111111111111 U IIIIIIIIIIIIIIIIIIV°°°°°°°°°°°°°°°°°°°III h N'NV, I �uuuuuul� "m� 1111111I III II II III IIIIIIIIIIIIIIIIIIV°° u Illllllllllillyllppp11i,' 44IIIIIIIIIIIIIIIIIIIIIII�11 1 1 uIIIIIIIMIIIIIIIIIIIIIIIIIII IIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVu muuum uuu I I I uuuuuuIIIIIIIIIuuuuuu u1ululluluuuuµlVW IIIIIIIIIIIIIIIIIIIIIIIII IIIIIII VVVV iVVVINM'flIM'IM'�uu�l� IIIIII ��������������ItltlYlYlYI WumJ igd�liil �'� Vim% IIIIIIIVuuuu°°°1° U ���wf/` � „r I JIIs I o m� l II Jml!(7a G�.i �Iu Vuljjjl1lulml� „/�'Shako irl ogi�a�(� a, wit J® uuuuulllllllllllllllllllllll l 1,111IIIIIl1lu,jyiiIIIII111, o1u11i1,1111 lliuuu @ 111i11111111 IIIII (IIIIIIIIIIIIIIIIIII ��� .,IIIIIII �'I�IIIII�II �d� , I,1,1111111111111111 I,IIIIIIIIIIIIIIII�I11111 IIIIIIIIII""ii11j1j11 RR( 111 III /I "IllillI I �nnlll Il�r 111111111111111111111111111111�11IAII 1111101 1,11I11111111111111I III d ,,,,p p 11111IIII iiNlllii ,IN1 II111V111uuuuIIII„uuuuuIul°k°°°°°lMtllllllllllUll11 111I1I1I11I1111111I11I11111M IIIIIII"IIIIIV�uuuuuuuuuuu�l �IVUIuIIIIII�111111IIII J u ull II11 III III uuuuuul tlu II l1111111111IVI lil III MlVuullilulllllgll,ll lull„„„pumil,,,,, uu°WII M' 41,m1 IIII q, gill rs ,/iir �jiia �J 11111111111111111111111111 pull i � m " n lu Iuuu,11 �II I I,,,,��„IIIIIII III,IIIIIIIIII i� IIIIIII„ V1 I uuu � I Infl n1 IIII,,, II I I III I�IIIIIIIIIIIV M IIIIIIII Illulllp IIIIIIIIIIIIIhIluuuuuuuuu�llllllll� 0 1,250 2,500 Feet „iiiiirtAssak / 1111,11, �111 ��r�ppm IIII III°II du," umjlj lVuuuVlVll !" dµ�Rµ""' aI MAbII p IuI1 IIIIVIiI (Ili tl,u111i IIIII IVIIpIIIII Figure 21 1,10,0 1R Niiiili1,1 �u r rul7� „+II unJ III IIII w� � W �M1Im, IIDI,. III �fj�ly01111y/1j Il�llilllllll�l� ulll11111111111111111111 lllllllllllllllllllllllllllllllllll ololouuuuuuuuuuuuuuuuuuuuuuum IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111 �I ,p uuum IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I�u " III IIIIIIIIIIIII I u,1 llllllllllllllllVllllllllllllllllllllllllllllllllllllllllllllllllu,uuum IIIIIIIIIIIIIVII111111111111, IIIIIIIIIIIIIIIII uuuuuuuuud 1,0 i+ 0 l d'pp Q �re I ru ydl �IIII� ul u91h + NNI / 16, lp11111111111111111 1 1611,, Ilmull Hllll�lfm Nw'IIIII Mk"„Vuuuuti, VL u I a I��Im III buuuluuul d)G�hMlu I IIAWII," IIII IIII �//6 al�`nW' iV ,010 , uN w IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ww� uuu uw IIIIIII • • • • • Public Ditch/Altered Natural Watercourse II ��111 f � �1^ Irtil a I�� I00,1mllrrn(�r�r�r1f0001l 11 it "l III�IM�II�Md um 1111111111111 IIII�'uuu Page 161 of 617 III 11111IIIIIIIIIIIIIIIIIIMINI 1 IIIIIIIIIIIIInlllllll�lllllllllllllllllll �Nm !n uu, 11 / tlllllll II IIIII �N III «� m1lVuumMll DUI rI P 14, II 1410 "111,1011,1t0 1111111,1 mu 1,, 0110,00 „1„,,,1 u° II uuuuuuuuum %iiiIIIIIIIIIIIII iu1111111111 illllllllllllluuuuuuuuuul a IIIIII uulllll Il glum 11111111 ul 1111011111111,1111 1uuu 1101111IIpi' 11 00 I I I I 00000101111111111111111111111111111111 011 I�w����uuhmuuuuuuuuuuuuullllllll uIV " II 1 Nlrwu +r 1 I11 I tl1,11 w� III II I uiiiiiiuullllllllllll I I I I I I I I I I I I I IIVNIIV 1,111, IV a IIII 11 1,I uui �1 Wu�plllllllll ril • „� 1 ITV 1um m111 I, 111 l u l IIIIIIIIII IIII,,,,,,,,, uuu 1111,1,1„I,' 111111111111111 �11 II IIIIIIIIII IIIIII I1IIUupquuul I1u1 i1i 1 I J m IIIIII uuIIIlUlllll IIIIIII IIIIIII uu�uuuuuuuuu IIII , u II �uuuuuluum 111uum / ul �l ' uuu„ 11V " I�Mm r II ,�� IIIIII IIIII II I III 1 �111111111111 , IIII IIIII / 1„ u IIIII IIIIIIN �' r IIII / II u u BI d m w V I I IIIIII IIIIIIIII w n } • 11,uu, Cross A111 • IIIIIIII 1 uMll1 I II mm , II III � II N 4 �� muu 1J � II >r WIII uuu 0 II IIII I , IIIIIIII uuuuu lu I I IIIIIIIIIIIII ul1Vu11 I u uuuum I III /dum /rIM, ll�m� "1 I � I Uu I IIIIIIIIIIIIIIIIIIIIIIIIIV, � IIIII uunmlllllllll / IIII tlr 'IIIIIIIIIIIIIIIIIIII N , III uuu„1um1 1WWN1 III tl m 11 IIII g IIII u1 uulmullll IIIIIIII ''W'NNIIIIII III" 111 � IIIIIIIIIIIVI INIIINNINN IW' II 1 u1� i 1 wu IU III I dl 1 ' "t"�"�wti I �u-uuluuu�ilul,allll IIII IVIIIIIChaska ,,,,/ ulmm Igo, ,0 1�111"�, �„���/ii �P% ,�� ii9 / u1 i I m u1up Po, Il p IIIIIIII � � d 'rtuulu, uu uu KJ ffV�VVm111, mm. Iual^mmVItlIIIIIIIIIIIII II wu'I Imlulll Iw i IIIIMIIII�° ,IIIpIIIII :IIIIN�,NIm�umm � W ul�uu1mmuu1mII0 uullllllll1llll1lllllllluuulll I m um u, UVuum,1111Uu111U Ilmu.��1111 uui N"Mwl7'W II WIIIIWI IIIIIIIIIIII11ul111 1111111 1 i111 1,0001001,11,111 Num i11 "il 1um u11i11 nh IIIIIIIII I111u11ll1m NW1N muuuuuulN 111111m11111111111111111111111111111111I IIIIIIII W uVl �IIIIIIIIIIIIIIIIIIIIIIII III III III III IIII III uulllllllllllllllllllllllllllllll uu muuu 1111 m uuuuu a uuuuuuuM m ,,,,,,uuu uuuuudn I I I IIIII WIIIIIII IIIIIIIIIIIIIIIIIIII "' �, muI�IIII�lpUN1111IV1 yrc%IIIIII Iuy11111111111IWIIIIIluj111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIuul uuu I �''"'�, p ll1 � u 1 1 u III VUyU U010llll' 1 1,111111111111 III' uuullllllllll luuuu,l IIIIIIIIIIIIIIIIIIIIII1IIIVII,,+I1,�1„P uuuuuuuu,1iiiiiuii liiiiiiiiiiiiiiiiiiii 1WI11111iVIIIIIIIII�IIIIIIIIIIII11111111111111 i111IluVlllllVuul NNNNNIdIN1111N1111W11„1,WlVuluuuulllMl1111'WIVIN'WIN'WIN'NINIIV INI u1�I1N'M1N'M1W1N'M1N'M1M1W1N'M1N'M1M1W VIVIVIVIVIVIVIVIVIVI�'MIIIP 1WIIIIP,MNIiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 01,„IIIIIII1111111111111111 'I'I'I'111' II iiiiilu VIIj11 1111 1111�111IIIImuuuuuuuuuuuuu,,,,,,u„uuuuuuumm IIIIII um VV 1 uuuuuuuuuuuuuumuuulluuumuVuul��N11lluIl gIIlMuuuuuuuuuuuuuuuuul , dJ Ipljf IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII 11111111111111111111 1111 101000000000000000uIIIII!uu,uulu u�1 IIII INuluul11111111111iiiiii illllllllllllllllllllum°uuuIIIIU V� III I„11111 �,1uuV IIIIIIII 111u„11111111 I um luuuuuuuuuuumu,111„IIII uVluuuuuuuuu uuuuuuuuu I IIIII uul, IV,. �IlaMmll VuuIVI111111 111011111111111111111111110 mum Vm111 „IIIII' 1111IVIIIIIII111II 'i00 H uu1111111111111 � j1111 1 m111,1IVll I IIIIIIIIIIIII IIIII IIIMI1il d1111111111 ,1/ /1 uuuuuuiliiiiluliiiiiiiiiiiiili 11"VV1° 11 11 11 11 11 11 11 0 M11„11 uuuu �uuu11 111111111uiiii°II111111111IIIIIIIIIIIIIIIIIII ������iliiiil IIIIIIIIIIIIIIIIIIIIIIIIIV 1111111111111111 u MMIIIIIIdIIuulI11,1,1I1 reMuu00000u00000 uIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIuluuuuuuuuu00000000lu°°°IIIIIIuull°i°,11111110 1u111 uuuuu 11 IIIIIIIIIIIlu1V' „N, �II�IN1N11III IMWIIIIIII1IIIIIII�IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIVI p111NVI1111111111'1111III111111NN111111111m11�/// 1111111 i110110iiiiili iiii11"" 1111111111�um1�iIINIu,Illlllllllll 1liiliuNuluulmuu mm /11 �I uulll IIIII V j11I111111,INNMdWV� iVA,1iIW ' iil MAMMMIWI IIWVVIIIIM1MMMIIWIIUIII llllld 1 uuI� IIIIIIIMIINIM'I'iiI IIIIIIII (IIIIIIIIII VIIINI IIIIIIII �W�� � ��Igiiluu III u,,,,lll,l "Wim,llll Vlu f NV n III I,i 111I 1I IIIIIIIIIIII W 00101000000000000000000000111 mluuuull �1 uululu ll y,,,1,111,1" 1111„ 1 �IIWIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIII IIIIIIIIII I NW� uumui, u 1 1, 1p ud 1 uuu uuum uuuluu'uulluuuVuuulul�llll u�u�NNWMNII'��u11' 1 11 i ' �1�fY �II� �I�j�NNP�°IIu,1Nll I,,;�I11huIIlilllllllll ( b��� l'Ijuuuiluuiud1119NIIIINNu 1111111111111111111111 1111111i111111111111 IIII Vuuuuu,d111IIII11IIIIII ,IIIIIIIII IIii�IVl11i �� I111mhu,u,uuuuu 111111„11,11,11111111141111111111,111l, �1 II111P111 II Iill,iilpl�ii;l°IIIIIIIII �IdIIIII IIII Il, I 1111111111111 III 1j11.�II1II I IIIII 1111 i11lull IIIII IIIII11111I11 MI IIIIIIII „111 I 11111ii11 IIIIu rr�"IN 11 Iw upllllh lisuovlm„ rm IIIIIIII „ ,i,i 1 Q IPI ^IIIII, 1,11 �1111 1111111111011111111111111111 1111111111111,11111 IIIIIIII III 111uum uuuuuu 11um 1111111 '1 1 uuuum ) 11,111111111111111111 Im Ill b,11l,moWuuml „wa IIII° JI IL//,)1( ,■ ■ (fF ou is/,vi l le7 4 ilk it' ta T ow,nship Ill`„(f, 111111111 iiliiIV11uu1111111 Legend 0 Study Area NIP II, a0 County Boundaries City and Township Boundaries PLSS Archaeological Site 1uuuuuu,u,,Imo IWIII � IIIIIIIIIIVVVII0 11 u l 1111IIn111111 III IIIIIIII,III�IIIVdmm0111011!01uuuu �,1111 INI „II 1111iiiIIIIIIIIIIuuuN'N'' 1„1 um, IIII NI 00,11111111111111111111111111111111111111110 lll,,,,11 j 11111111111111Vu ���/jjhj����/ �%I )/Iffycot/ �i/� y/Ifr Jackson i/°tlu�voG///% % i r i it / /////�o/ ownshi ii,11,IIIIIIIIINu 11 Historic/Architectural Properties NRHP Eligible or Listed Not NRHP Listed or Eligible Historic/Archaeological Site (specific address unknown) 000,1, ul 1:l' IUVIIIIVu I uuu 1 I i 11111111111111 Plullllil IIIIIIIII 00001 tWNllilylNll11111p1 muullVullllll III Mum II um um 1m 1 III, 11111111111111 IIIIII 1111111111111111111IIN 11 U1I uIIm1M1,1 ^1iN1uu1uouul PVllUllllVuuuuuuuuuu IIIIIIIIIIIIIIIIIIIIilY1�IW *,�IIMIII a11111 .� IMW I1rI�N n IIIII 1y, 100000101110) II 11I`4 11111111111101111111 111111,1111)111111111 IIi1111I 11111 "51)11 otl 111111111111111 tllllll uuululuuuuuuuuulul A I 11111111111111II 1I I1uIIVM IIIIIII1111111 IVI1m IIII/i%/iri //zz 'I �0IIIIIIIIIIII f ���� IIIIII A� ,��1uVu111111111111111111111111111111111111111111111111111 uuu11111 Hour u , // 1n.nu �1��urcm Ilm���� Ala 11100000„11,1111111,1„11111,1111,11111,1111111,11111111111,11111,11111111111111111111111111111111111111111111111111111111111111,1,1111,111111 u111111�IIII,II oil �reII IN pp Illiiillll I � �NIIII IIIIIIIIII ����//// III Illllllf�"1 �I mmlllll �',�� II Jl /I/J�'i11 umn�luulhi! �i11 m to IWlll�l I1, �� 11�L1 NI 4,41 IIIIIIIIIIIII IIIIIIIIIIIIII I IIII1111111111111111111111 )00011 pV IIIIVIIVIdlluuu�llllp ll11lllllllllll 00100001U u111Niiu I1111uuuu11,,11111IIIIIIIIIIIIIIIIIIIIIIIII11111uI0l01 liluullll I^IIII lull6l V1m IIIIIIIIIIIIIIIIIIII NW000 1 puuuuuVlVl 111,E IIII IIIIIIIIIIII IIIIN , 1,111�1,11 u l "Vuullluuuuuuum Illulll III"111611111IIUIIWIW'�IW� IIIII I1"WI WN IIII III IIIIIII II IItl'„ uu„ u, u,I II IIIIIIIIIIII 1,uuu1 uul „1� I Ilu �� IIIIMnuuu .IIIIII I � � III III NII u111111uuu�ININWMWWINMWIVNIIINIIIIIIIIIIIIIII111 WUW IIgp11g1i111 1 �a 11 WIVWWW�WW 11V IU d11i 11q, uuuum 1,,,,1u111111111111111111111111111111 III 111111111111111111 11111111iii11l, IIIIIIuudlui 01111 IIIIIIII u 01111111111111111110,11111111111111111111111111111001111 Hn91uu1uulll 111 �""1 ,11uu1111 1�I.1 1111111110410 �u "d11 WVl�11NI'I Am1I1Vm, 1 IIIIIIIIIIII,,11iumlullllllllllli IIII 1I 1111V 111,111 °j1111I^ 1,1um uuuu 11 1 1 i t IIIIIII Illllliil IIIIII, , �I11, i111111U1i11111 1 uuuuM 1,m 1IINIMI1MI11IIIIIIIIIIIIIIIIIIIIIIIIl111111 pm 11I1 �1 �IVIIIIIIIUIUl4 II IIIII IIIIIIIIIIIIII liiiumiilm IVVIIII IIIII V1�II VI W1 IINI 1 IIII 1m IIIIIIIIIIIIIIININ11j1111IIV� 1111111 UIIV„ IIII I,I'Illlilillluu,olllll, 1111111111111111111111111111 1Vuullllh u 1 I IIIIIIII I N, 11111I11Vl ImumNu U11 ulllll uuuu) lVul 1111111i1111111111111111111111111111 l(((IINIluVl 1, IIINlll um �111II1i1111111 I111111110,1iiuiil111IIV„ ii u IVuV�Mllium,li ''' 11111111111I000N 0101 wl u„1111 Pouuu uuV 1NI111111111111,1, a ill 1II,I,I ii 11 1i iii„;011 AI 1 moo 0 0.25 0.5 Miles 91111111II011u1 r 111111111111111 uluuu N, u, IIIII lI0II pIIIIVIIVIIINI 1 I",011 IIIIIIIIIIIIIIIIIIIIIIIIIIIV,iN 1i111 110 1v� �Y1 SHP() Data Inventory Sites Jackson Township Development Area AUAR City of Shakopee Figure 23 Page 162 of 617 m' Mm 1 t V111 m 1 IIIII a uWl uuuWlMul�lllll 1 1"'1l 1 u11111111IP1u11) ml 11 ,1v111111111 11u1 IU III 1 iiiiii1mi111°°milli 1 UU IIII II IIII pI Illp 111 IVII, IN II1m°IIVJ °j 1 M� UIII I IIIII N �I , 1 1l +ul 1, 1 11 1 uuuuuuuuluuuuuuuu � 1 V1 � II II II IVIWIII Nu IIII ICI AAotlllllllllllllllllllllllll111 '1II1111111 gpllh1111111111�u�1 1111 1 III IIIIIIIIIUIIMIIiiiVlWlllllll V I� ° ' ' /, /1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Wit r11Va f" Np^ I 1 I ,/�� ���� IIIIIIIIIII I U � /�i � uuuum a uuum, 1 , /� uuu1111u UIII 11II1', o�/� !l IIIII 1 1 1i111111111 1 ���UIII1 1h u11 II 1II111 IIIII " IIIIIIIIIIIIIIIIII I �/ 1 i1 11i I 1 , "'' IV IIIII 1y 11 II I III 11 I gl1l °1111 1 1 m 1 ��, 1111111Iu IIII IVI o p, WI 11muIIgIIIIl1III11IIIIIIIIIIlI111111111111111111111 IIIIII11111111,1,N,Wp uIIlIII1111 m1 11 IN 1 ,Ill 111 IRmI III. 11i 11 1111111111VVVVlll11111111111111 11111„�Illlllllllhllllllllllulll IIIUII 11 ul 1 1 ,p^u, I1 m IiVIIINNNItiIum� �MIU" 1u 11111�"�'.�I,.uul ' 1 Illm �, {° Vlm I II' 11 I ��, 1I1)1ulllVllM �V' 1 m111P I � 11IuuJVui ug11lMP1u Ill,ll0111 Ill du..... Im " m hIIIIIIIIIIIIIIIIIIII I I II IV 1 1 II u11 II 11� II 11 � I II 11 III IIII III VI 1 �VIIIIIIIIIIII1p u11 IWIWVIIVo1:1 1 1 IIIIIII 1UI I,IIIIIIIVII I IIII UI II �� Vul1l1 1 1 1 Po llllll � �M 1MI I1 I md, iu �.. auuuuumNlP 11u 1 Il 1111 I I1 1 11 II 1 UIII I,,,1UIII 1 11 III 11 111wmul IIIIU m1fl1u 11up11 1I "I,1�1, 11 1 1 UIII 1VM ul 1 IVI' uh1o111� uullllhn l 1 1�1�a1uull 111 1 dl1 d11 idol 1 II U11' b 111°° 1u 1 mv>�1111Y�Y� PuiII�M' n'WIIII1N1. put 1 II 1 Imo 11 1 111111'III111I11111 IIII IIII IIIII III IIIII II1111111111111111111IIIIIIII 11 II I N 1uuuulllllllllllll ll1 u1VW1111 i11�11V �"""'luullll� IIIIIIIIIIII11Ii111111IIIIIIIIIIIII uluul u 111111111111111111111111111111111111111111111111 III IIII IIIIIIIIII py (IIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIII �I�W�, IIIII 111111111111111111111111111110 I 11 "1l.ul I �� lillllllilliV �u11111WIu M uuuuu �. p�Ill1 m11u11111IIMllllll IIIIIIIIVu°uuuum II 11 1 i uI11111111u 1Vuu1111IIIu 1111111111111111i U II UlllllllllUull 111111111 1 , 111111111,111 llllll 1 N11 11 I)11111111110 11111111 111111uu111 1111 110111 °p1iYIllUwu hulul p11 u l I u11 II IIIVp1j11Nu1111g11u I �IIIIIIIIIIIII�III1111uugllihilu d del llllll UIII II IlNuuulllli um IIIullllllll lllul���� 1111i1ii1uul _,IIIIIMuullllllll o� 1y�11Vmn��>pI�1I 1 I11 uVV7�I 'lY�u 1u'UlI1 IIluIIIIjI�iII1V, I1II1IfIItlIIIll lhull�1111 1ulol IuI IIII^ IIIl 1' 1�l111111i111�111° 1111 IVI p°°1°Illll 111111 1V111II. I m11I11r I 1 1N1 1 ' 111I 1 I✓ UH IlwdI� 1 ..P..u,�u Vm,III1 I 0. !'01111111111111111111111111111111111111111111111111111111IY11"" u61h1m0l11 ny h/mN4 II llll l/i,libuuuVl %uw tl 11111 11N 11Vuu11111111111111111 ,1„ I I I IIIII IIUI I AP 11 J pumII111 IIIIIIllllllIIfM1 nx1 ^tiIIIVI IwIIII1i IIII1 1111101000 11111umlI Z111,1 1.00 dlVl1ii11lllllu))1II)iI111I 11( uutll �l m 11 Vuu111IIIIII�IVIIIVIIg1l UII IIIII 0 1IuV 11iiiiiiiiiiliiiliiiiiiiliiiilll lllllllll I m 11 � IIu uuuuuml°°um ,uuu lll11l��11 lllll111111111110 ila u1 v III 1 u i _ 1111111�111111111 1:11,111//1174 Pl) 00.0 ohhk1111 0, Id 1NI11 I111111IIIIII..,,,hI'� " 111 1� IIIIIIIVII.. ,III I1 II I11kd„ � u 1 � 1 IGI Im111 m oVUI WN ICI �Y'dJd 1 IIIII Jy I 1u 111 IIIIIIul1 I W„ r 111111 uuV111111111111111u 1 u 11)1 I II' 1.1 1NNNu 11 I1.111111,1111U1 1 1 u u u Vm wy 1 d ur �1 IIiIIIIIIIIIIIIIIIIIIml � 1111joM I� ` ,rJl1lm11 1w 111uYh1�) 072 1.1,"),,,,1111 u 111 1 1> hI VV fl Vu11P III 1m d111111I11u,1 VII III II 111,1 1 I 1 0 0 11 11 111 1„ III 1,11 IIIIIII VIIIIIIIIIIIIIIIMIIIIIIII III 111 11 "I1 1NIIII 0, 11 11 IIII uuyullluV V Oo011 I li P f rU I r d+ I. I 1 1116� 0 ^� 1,o;kplh",11" 1 U 'Nltl�u�Ma+mul4 IIUI ul I INIm I' 1 111V1 I ^� d1VpV)IV1 I I ,UIII, Vu111�1x1jIIIVH•Ildlm�1m11111I11uI1 i)111111 �x 01 I uII llillij°° I1 °01 w °1 MIII� "I , luml 1 tll 11 uII 1111 I1 I' ' I' 4u 11u Iu1 III 11 1 � In INUI m tl�l C III � III 1 111 , u UIII u I I�1V° d1V1 IIIMII' 111 1I1 Ili III I� , I�'Ndn1111UNn I llllll 1�WI1 II` 1 1mmu1� I 1 WI11� 111 1 1 fll � N 1 m 1N11 1,1" ul u1� 1 1luuillu l„ 11" hVV1 „Vulllm u 1 o1'n r r/ ill Ilp Il uulpi, �.. u1NV �9/f ""'Ipliillll�, INI 11 II f��II VNNIIIIIIP1luuNlllllllllllll 11 °h,,o u a Q I� 1� 'uuum M�IIMIIIuII 9 1lun� I I�III1Uiuu �11 ,q s If/ '' 1 u11111111�1'6 I II y! I IVVdINw �gp 'Yu VwO J/+ dIuIVVVIIIu I1ll1111111 m 1III1 r Illlllllllllllluu 11u 11111111111111111 IIII111111m 1 111IIIIIIIII 11191IIIIIIIIII' 1j1I I1I11� 11MI�111111 u1111111 1 11111111111111 II11u1uu uuuu 111111�U1U IIIIIIIIii1 u u uuuuumuu1111111iiiill I 1 ,I � I IIIIIIIIIIIV� I II ������" uuuumiu1N1 1�" s�p!� Ill iiI11Vuuuuu1111I 111Viiiiiouu �VryIlllllllllllll I/�1V VuuV III 1w1 lIIlr pp1 IIIIIIIIII I1, 1 11 1 11I�/UI� ,I,ugllllllllll11l1l1u0III III IV111 a lU lll11111111 " mmllll NIIII�MMMMI,111 V iiiiiiiilV 1 ' 11 '�,� Uuu1111IIIIIIIuUIIIINq 111uu1m II Ili II r1 flllllUuul 111111V lullNm° I1111MIIIIIIIIIII II1u111 IIuIN 1 I II 111111111 Iml u ,I Ihhuu111 11 11 III N s 1 Iuol m1VuWu1 111p11111.11tl11,1 IIII p 1x Ir W,1llpyuVumlml0"1N 111Wy III Z f f„ � � / Z i u u u u u u u u Nu Nu u H N � /0'�I�W IIIIIIIIIIIIuIIIIlII�IIII ,\ 1u ���tM 11 II% ob u uuu N l11�1l111 lNuu1i1lI 1li Il� u1 u111u1111 maII I1l i11d U 1VI 1I1 �1I 1 1!11l 111 11 �1I11 VI1 I1 u1 I1rIm11 l II1 I1�1IN 1lN111l 1JllIIIldgIlIl1Il 1 II II iurI1IIl 101 1111111111011 I I � 11�Nm 1m1 11;IIp Iu 1 1m11IIp111 I III 1111I � u°1 V1 11 11I nIIIIIIIIIIIIIIIIIIIIIIIIIIIIIu I IUUUUI IIIIIIIIIIIIIIIIUuuu�muu Iiil1111uuNllum 01.11110 gIIII III I uullllllllUlW1 III III IIIIIIIIIIIIIII r,Nl V Ir I Nun ,null IVI fl uuu m u u JdIwlVll 1j m p 'ui�1u1 1111' 1 luuuu111111Wo°Nllgmu11Y1 VIIIII 111 1 1 "huuuu111U1 u u UII II , I I Iluuuu Nun III I 11 I 11 111M 111.0 IIII 11111 11 m 1 11IIPp111 II 1 uuV 1 1 V u u 1 1 I I I I II U l 1u 1 i u u u N ; u l y � 1 1 1 l , m n 1, I II V 1 11ul i II 0IIII11111lluu110 1 111111II IIIIIIII1111111111111,1111111IIIIII1IIIIIu 1 11V'Vuud�IIduuuuuuuuuuuuuuu�lllluuuWll lIIIIIIIII11II111111'11111111111111111111111111 1 1 1 1 1 , 1 I i r 1 1 I u 1 1 1 1 1 I II IIII 1 . . 1 1 V 1 1 III 11,I 1 0 1111 0011111p10° 1 M I I I I 11111111111111111111,1 I I I II I III ra 1 I ,IV. I IIIII 1 1 p1 1 u U a I I 1 u 1 tl 1 I I 1 1 1 " 1UI' r , II ) I IIIIIIIIIIIIIIIIIIV1 uuuVu11111111wI 1 VI11 I l m 1u u uuuuuuIlu w 1 1 III , I I mm11i111111°1111011MI I I I u u u 1 i 1 1 1 1 w U u I 1 1V O I I I I V 1 11 l l l ll , „ 1 1 I1 1 1 1 1 1 I ' I NI111iiiiiPiMi11111i1111))it I /p,,,,,(//,!„,r(111(/ IMIVI!,lllll' 1 u u 1 u I V 1V 1 V I III I I �"u� )� IR III II I Ip M I � �I I I I I� III III@ 01,0 , uV1uI u 11 I`III11 II1 IIIVIIIIiII1t III ,IIII}>QWJJW�ZHIuQ�IIIIIIII I I I1I I I II O WJoJH3JZHYZ QQ - N N �II II " mp Ill l Nul tIl o Il V 1 U 1 PI I I II 1I 1I Iu V 1 U ' u V I I 1 m1 1 i i 11 l� I I' I u '1 I u a �uI'1 uiUuu lu uum I III u1I uu uV l uu mu I I'1 u I I I1uI, 0 u mu 1 u 1w 1uI 1 lI11 lI 11 1l1111 11I )I uI ry l u1l l ul 1l u11lm mI uI )u ) ,V II m u �Mll II1 1u1�I V u I u 111 1 ' 1 li I 111 u I 1 o 11I I l l l l lI Ii II1 u I 9 1 1Ilo u �1 1 1 1I I1 I 1 I ln,'N III' VmIa IIIIIIIIIIIIIIIII11N11111V1VVIuIIIIIIIIIII ,11„oil 11 IlIl 11111 IIII IIIVll IIm4,I ,I�u11iiI� IIIW1 lIIIIM1111 I1II1Vuuul 11I1IlUIII1IIII1IIIgIipIV1i1I'�Ul1IW���a 1ll 1uuuuu a II uuu UI IIIII11VI 1 11111 III IIIIIIIIIIIuIuUouu11u IIIV11111U11l1l1l111l1lq11uuuuu �VlllIp�I�,lu1lUllllllmulmuInuIIIuuIIIII11l1l1l1l11111V � 1p I 1,11I„0 1 III I 1 II1 1 1 'v 1 1( 1 11 u11I1III111lN111 IIII mlI I lulu' I 1 u IIu11111111111 1011 11111 I 1 I 1 m 1�I1I iiIi'1��ill IY11 fI oiI u1rI I V 1 �II n1W1 11 u 1 I I1 11 1lm 1I� I 1 11 1N��IIIP°u1V11111I I I1 1 I11.111IIIIIl1111u1^9uuuuuu°I1, I II1 11111111 11 1 1I1 I Inl II1II 1 I II 11111 11 , u 1 1 uu PI11111111 m1 + II uuu11V n,puu1uuu W Vu w11Vm IIIIIIIIIIIIIIIIIIIIIIuVuuVu u11111 u I g 1 U' 111 1 I1 1 l 11 11111II Im1I1I1IV 1 1IIIIIIIIIIIl111 101 III 1 I 1 culm u 1 1' 1 11Ih111 VIU11 j111 l0011111 IlIlIII11011 + 1 1mV 1m Iq I 1 1 � ulu1I1 1V 1 flI u^ 1m 11l1 1u1 u '' hm I I u I lI1 IU''m �I� IiI iI ulII1„l1III1 1u1 Ir 1eNI" V iI,I I 1IIu I mI p, ,1� V r V V U++U I hh 1V 1 1I uv M d 1 1 lu 1a ( V 1 " � � / c Im nr I u u J I1V 1 I1 1 U V y u s , O< y 1 � � �1 N I I V � I I VM1 I VI1 � 9m Nf A I I 1 I y�1 ' m, l 1 ," GI u m I iu u m la lll lm l l l l ll I l/lal / I ululll 1u1lu1l11llI1u"�y ul u1uJ l ul h uu uu uV1a fIu uu uuldu 1uu uu lu VIu uI l�lI ullpl1 lul Il . . I I u�fPu u l ' 11 1 I I 111 n' U I1uh11iIV.yI 1 Itl. 1 VulWu1 1 11.1111111111111 11n11 11IIIII11111 1ium 1110...... 11 i11 l 1 pm ° 000.1.011.11I, Vml 1 luulu I m1hh1! ulIIu1V111111111111111iuuuuu1l11l,l1111,.IIIIIII lm11u 11, ,111,„0 1III WIn;°6'0 d1 ��1II 001I�I+/ I!9 1111111111 11l01 ,111 I 1�I10111 01ou 1 0.0 1 MlmUI1I 0 WC m(rp J � (1� �^ V 1 1 ' 1111 hhl 0II11111 01 IIUIIIUI 11 111111 1 III11 VI ggIm 1� IV I d IVuu1111m' 1"'IIIIIIIIII �l I 111IIulllll 0°°Illlllllluullll ml 1111IIIIII muuupp0I1111IIII)1i11ilu (IIIIIIIIIIIII Vl IIIIIIIIIII I1111111II�� 0111 IIIIIIIIII III IIIIII1111111111111111111111IIIIIII dIIIIIIluo111111111 IIIIVIV 11 uuuuulUUIN 1 uu UIII um uulllllllll IIII IIIII IIIIIIIIII I IV111� � N11111mWVuuu ul uuuul1N6111I�I NNI 1 uuuumVNl IIIIIIIIIIIII IIIIIIIVI INS IIIIIIIIIIIIIIIII IVV'1N�11'MNIIMIIMIM'' j I IIIIIIIIIII�I!1,,,IIIIIIV 111111 II 1R11 S I I I n � I II I 1 ' 1V I 1 I I I�I l I I ( I I I I I p b i 1111111 hm1 11 Iuu 1 111'.1�1 11111111,1IIII0111111111111111111.111111 1Nd 11 11111 ^1 11,, 11V1IIMuM1 11 W'11 i �,' Mau III.",. 11 �111111 tl' 'tl 4 uuumlllllllll1111 ollp l PoI V,VW QI YIYu JII�^IIII Iuulmmululllllulullll / I V IIIII I IIu l l miiiiii l nil IIu I11� ulVl IIIII 11 � m 111 11 uu 1111111 ' 11N III lll� ll l �i uu uulu°11I°IIII111 000,1IIIIIIIIIIIIII III mmuu luwllll 1 0'I1 u11 III IIIIIII lull 111II III m 111 III IIIIIIIIIII U1 uuuu uu11u111 o11u1j11Ill 1 III 11uIIilI1111II111�tlIIIIIIIIIIIIIIIIIIIIIIIIII III Iuml IIIIIIIIIIIVu111 11 Ill ul utlm1911ummMluu Ill III j11Ip Wd�1u1u11111111 1 lam 11 uIIIUMIIIIINuw,,uuuV 1111 WW 11IIYI�h Iulti ' IIV1UI111 1 u 111 u 1 ff hl u )ul uuuu1111 lj1 ,llllll11 uuuuul1))111111 1 1i1 °I u1VpG I �I mllm ,1,�ll1uo111111111111111111111IIIIIIIIIII u11 ihhh V1 Illlluu IIII Ii' I I I,4 UIII, I11111,uullll J l 11 'l,1IhIIIIIIIIN, II a Iu1u1111111 uuu uumUN^uuum\mmll f nm hhhhh paw VV1111111 I I uNNUVIV111111 l 1111uIIIIIIMMMMMIIIIIMMMMMIMI I°' 1 IIm 1 1 1 1 11N uuuuuui111 UIII ,uuuumillil°uuIII 1111111111111111111VVV II I mll V AI^II�hhI III �u Ill. 1111�M1 11mN11 aY'I uuullV N���� 11 I IIIIIIIII Il uuIIIIIIIIMIIIMIMII III mllmlllllllllllllllll Q m I u11uu llluuu Vu�IVIIIIIIIIM ill IIIU. I / uulllllllllllllllllllllllllllll llllllllum III 1 Mmll llllll 1 l f uuuuumuuuuu 1111VIII (r 1 III i' III my°' I 1 I �j r III i 14iIIr r,,f1 IIIIIIIII�II�III�III111�Mllllll IIIIIIu uuum11111 a Ih1111 � uuummuUl J pp1111�� / uuN1111llllllll m�uuulVlllllll W I llllll° 191IIIIIIII MV P1IIIIIIIIIIIIMI 1111111111111 INu it 111�1uu1111111I1 11 1 .101 u u l l �il l I I I I � u N V l l l l l I N I � I IM I I I 1 1 1 1 1 1 1 I I I I � Jb � , w n� ' r w u I `j f I 1 N" m u I I0U0 ,IIIIIIIIIIIlIlIlIi 7 ,:NNN llool e 11401111 ull IIIIIIl1 1 N0 1IIuu�mllulllIU1 or 1 � , m �1 1 1 1 1 1 1 1 11 1 1 1 1 1 p1 1 1 4u1 1 1g° pu I pd' u d u 1 iI i iI I I I I I I 1 u 1//�%�i9' IIIIIII11� ,� 1 1 ,1 1 1 u m 1 +tn 1 E 1 1 9 m l u u m n m l m I I I I I I I I �uN I, V ImI 1u1 I V1� lI1 ,V 1II I II I 1 'j11 u1 11 1 � 1 mr I I u u) )w l III IIVI 1 V , uV 1 � utlI I l I1 lm Il Iul 1 lu i tl 1 1u' uIu1I1u1I Im I l 1, l I1 I Ia1 ^I 1 ry 1 � u 1N Iu 11u.u11l1m 'Ii uuuAI VuU A 1u luu lu m m 1u 1 I1 pul u 111 11mul 11 l 1u 11 m1u l 1IIII�1 N I II� Um1Ilu Il 1Il� 1Ih lu I I1_ lI lI uI 1 uI l1dll, llI ll 11 l l l ll ,lI ,lI ,l l ll Ilu I 1I l IVI��1IuI I I1' I I I II aI 1I 1I1 Iu � u IIU II lI I , I un I II uIIIu I uIu pI UI °uu Iu u I 1 II 11 I1N1 11I I II III 01 ,1111 1 11!hlIN, mV1�IIIIIINdIQllluVl 11111la1m1 1111I1111IV, 11UuVlIIUIml11'lu��) II NI1I°"' 1II�IIIIIIIU1o11h1 IV1 uV uuuum1111Vau11IIluuullp1III�WIlIu1111 I IIIIIIPhi„ '11111I11IIIuIIu11111l1111 IIulu jjj1 111111 ullVluutlllllll11IliIII 111pIl1UIII1 1111 IIIIIIul1'dIIIII111 1u1iIIIIIIIIl°yl) 11 11d1IIIVVuIIIIIIIuuulu1uuuill1lll 111 1 I 1 VmIIIIIIVI 1 wu1 IOm u 11111IhI1IIdI1IIIIi1M�juuaI 1;U ,I111, 01 i t / �( r D 1 I I I I(I n m l 1 N 1111 1111l .I .h`4 1 Vllmpl" 1 1) pg111 ' �� 11rr�� � I n 1m1��ir ,u�IlIlIIlI�Iilolml 1n�l /�III)Id1�UmI , I, I II U I I I fl � � 1 1 1n V I l u I l �I , m 1 . I1 1. 1u 1 u. u u� 1 1 1 o �l � 1uIu1u u, wu u�su e u u u11uu u u uhh%, ��gihh� Wllll-„ ml I IIIIIII1lN1VNtl11VNq 1Nu1tlu�uuNu1u °ulWlul lluMllll uVl IlIu IlIIluIIlI Il IlIlIgIlIIIlIIl Il II II IIiNlll IWIII 1I 1I1l 1IIl11II 1 luuul MII�IImIIImIuIIuIuImIIuIIIuIuIIuuIIuIIuIIuIIu�u�uIIuIIuIIuIIuIImIII1III ull Iullulltlu1II1IIi 1I1INI1IIINI1IIINI1I IINI1IIINI 1IIINII1 m 111v'IM�NVI 1 111�I11I1II1I1I1I1 1uuuul111111111x11�111111111111111Vlllllll1uuuNI01 u1il11�11Ulu I llI1ljllIlIlIIlII11WIAI'IIIWIIINIIWII�IIIIINIIINIIIIIVIINII'IMIIIWII'IMIIlllI�ulplIIlIIIIIII ' m I l m iu u Iu m) l u u u u u u uu uu u u 1u u u 1 1 1 1 I I D V � 0 1n 1 1a 1 u 1 1 1 1 1 1 u 1 h!!„!hoi)111111111111111111111111111111111111111hI111111111111111111111111111111. 1001I11Iirl 1 1 111 1111 11 411, 1 11 1V111V 1 11 11 I11 I 1 I1 W o u I 1 1 1 u j l ° l �I U 1I 1j j � Qm 11 I 1I 1 11111II IIIIIII>I 01 11111111 II 1111 11 I1I111 01, 011011!uulual11pj11l11 111111111111111111111111 6P191710uaa0Id p0aa9,Laa01-O9BOO1d9\19c ii p1 ww_uuuuupwmuuggpu 111111111 4110 11�11IIIII II 1N11111 INatgo11 uuu IIIIIIII IIIIIII I,QII;NIIIIIIIIIII IIII WuuouI11111 II l °m l pII rw� III 1 auIIIIVI' f � 1 I u.. I�Y111�'u1 B ricckyar wr %f�"IuIIIIVIV ll�w"" Uv / �`I �/hoI�.m / /11w fl /fIVuIIIVVIIwIII 0 ( /0/�i �IIIIIIIIIIIIIII IIIIIIIIIIIIVIIIIMViiiiIII�IIIIIIIIIII IIII �'� IIIIII � I �F �� dull F / e / 11' N,„r I I l IIIIII I� elayhole wrya�)l r �Inw Ip�Ulllliiil1,011111,, ��'yiiiii11iiIV1IIIIIII11IIIIIIIIIIIIIIIII g onfllllVm11d111uu1�1 umU��/ IIPgIJ111 /� V all ///III�iV A/� N IrIll�llli� / q u1 umVl Ip �� I mmuum wlAluuuuu ilum VVN11 �I�WI (IIIIIIIIIIIIIIp1gp1�u 1111111111111111N pp uuuu „idyl ,ul 11 dl II111I111 �I1 II I �IIIY 111111111111111111111111111111111111 1111111111111111111 11111111111111111/ 000 III11� ; '„ 11111111111111111iiilllllllllllllllllllllllllllllii /(IIIIIIIIIIIIII IIIIIIIIIII1p° rr//IIIIIII IIIIIIIII11 piiiiiiiiliiiiii iiiil IIII IIIIIIIIIIIIIIIII 111111111111111111111111V�INNIW.,///r II IIII lloow w III ' IuuuuuulVN o ICI IIII I111111ow11111111w11111111 nlll N° ullluNlmuullllllllllllllllllllllll uu uuuollluug11111 IJII m` ��� � IuIIIIIIIIIVulluulllllllllllllllll II I La"iililililllllllllllllll iiiiiii"N o ll 111 IVI�pw11111 wll wuuuu�I NNNAI /III IIpI III �1u w 4 �NuNN 1111111111111111111111111111111 111,111,11111,1111 / d ` I/ // uuuumllll�ul�pp uuuuuuuuuuuuuuuuw ����� NNNNNNNNNNN����������� �( I UUI� NNNNNINuuuIIIIIIIINIIIINNNNN I1INII IIIIIN NN��NNMNN'11NNN um'yh uuuuINNNNNNNNNNNN III,,uppNNNryN�NNm II��i ,11111111111111 Ili/ uuuuuuuuum NNN _ ul olIIIIIIIIIII �uulllllllll VVi1i1i1i1i1iu 1111111111111111,111111,111111111,1111111111,11111,111 r14 Al Legend Ij Study Area County Boundaries City and Township Boundaries DNR Public Waters DNR Public Watercourses Streams and Rivers Impaired Streams (proposed 2018) Impaired Lakes (proposed 2018) Designated Trout Stream MI Steep Slope Overlay District IIIII High Value Resource District Scott County Bluff Overlay National Wetland Inventory (NWI) Seasonally Flooded Basin or Flat Shallow Marsh Deep Marsh Shallow Open Water Shrub Swamp Riverine Systems °I1 u11111 ul11,1l11111wi10,lllll11111II IIIIIIIUIIIIIII W11uqmpululupuuul a �� a mWaw uu 11 u1w Vuu.NWmIV u uuuuu uuuu 11111 pV 1 l l uu1111uNumw 1 ,00 nllllllllllll r IJ/ � �JVm 1 1111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVI 1111111�'i P'w 1"mail IIII pw 1141911111111111IIIIIIIIIIIIIII1VIIIIIIIIIIIIIIIIIIIIIIIIIINiuum it IIIIIIIIIIIVNIpuuIIIIIIIIuuuul V...�. NIIIluuuuulll 111 1111111111111111111111111111111111111111111111111111 1111u111111111Nh, 1111111 N a 111,1l, 11 it lllpd 1����llllllllllllllll 111111u IIIMIIIIIIIIIIIIIIIIIIIIIIII uuuuuuuu IMIImuuuwll (111'?1,10 uuIIIN'��INy �1 1 IIII ;/ IIII � w llllllllllllplllllllllllll VIII � � �IIIIIIIIIIIIIIIIIIIII�IIVIIIII1I IIIIIIIIIIIIIIIII � IIII %//� uuuuum uwuuuum 1Mnm uuuuuuuuuumiuuuuiulN ViIVuIN /���iINiiluuuuuuuuuuuuuuuuuuuuuuuuum 11111,11111,11, I 1JIL II IIIIIIIIII I udlPlll� II I luuum 1 1 I � uJ� 1 1 1 IIIIIiwluuuwwN 1 p11 �mIIIIR 11 ppppplllmll�llplw lu u11 , I1�1�IIIII �Il� Illllllll�ll' 11p """" ���uu 1111ipw w ° ° �I 1 ui uuuiiiiiii °°°° gl�IIIyIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII f ' / IIIuV�N� Illlllu uum a uuuu ID ou IIIIIII IIII 111�11„ uu1 llllluu uuuwNN l lllllliilll lllllllllllllllll,mwm 1 uuuuuu 1po1111111111i1 ll �aplll1ll111w1 lllllll�u II w l I 1, ,,,��lldlllllllll II�II,.II iinnuhw� 11 � �1.,.. uuII,N^,1�1� NNIIIIIIIIIIII111�,�III�hNNm I�INu�1liNIN11���� IIIII u1W V�lllllll11111111111111IVI1111I�m 11 uululW°1y°IIII V�IM��V1NI11o1111tl11iw1llluliul��ll II 111111111 uuliiWllllllllllll II pu i 11 IIII �ro �11 I II I , �11111111111 'IIIIIIIIIIIII 1111111111111111111111;11� 1111 """I IIIIIINulll �� llllwuuuulllil�oul uu WW � umu IIIII uuuuuuumm1111011 ;1 11 IIIIIIIIII IIIIIII ullluu olll l � II l l u I I 111111 � � 1�1111 WI 1 1 uhuuuuuuuupVIIIIIIIIIIIIIVV V IIII dum a ul IIII 1111 u l Illllllauh l ll uu11111NVuuuuuuuuuuuuuuuu11�1�11 uwuumu11111uVumlilipuuu11u111111pp ul I III 'INVIIIII IllllllllliillllllllllllllllllllllillllllllllllllliIIIIIIIIIIIIIIIIIIIIII1111111I1u I llllllllllllllllll�ullllllllllllllllllllllll 1,1Vlllllluhlu IIIIIII ulllllllllll IIIIIIIIII111 uupl +yN M r i w II W JII�I�`II'll111111111111111111111111111111111111111111111uw llllluu Illlllp IIII g �'/� /" °G I � 1111111�11 II r p / � .�mlm llW,�@ iW��U.uuuu1101 IIIIIIi1IVluuVu Iuu ullll no11,,,111,111,1,011 Mm u'INI,111I„ IIII wa, 1,11i1111 1111111111111111t, 111111,7 uu IIIII IIII�V I I I I I I IIIIMuuu1 m Illlllu III Dunn umu uuuuuu uuup IIIIIIIIIIIIII u111111 mmuuuuumuuumummuIllyulli,I 1 N 11I I ly 11i IIIIII mdlllllllll I IIIIIIIj 111 uuuII 4 uu � NIIIIIIIIIIIIII uuupuuuuuuuumm 11111111111111111111111 I 111111 111111111101u111,IIIIIIIIIIIII IIIIgIIPIIIIIIIIIIIIIIHN1111,1,11,011111 IIIIIII uuuuuuuum IVNNINI 1 q dell IIII 1 uV11111111u 111111111111III^Ij1plllll uuuuuuuuullll1111111�;p0I11111111111111111IIIIII u� Illllllllllllllllll1lf 11111111111111111111111111111111111111 uuuuuuuuuuuuouplipppul iiii? wliiiiil 11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIIIII 111�1�w11111111111111111111111111111111111111111111 Mull uuuuuuumwuuu 1111111 I 1111111111111111 11111111111111111111111111111111111111111111111111111m�111 111 11111111111111111111u uVl 1111111111111111111mrlaww1111�pIM�N1111 � 11111111111111111111111111 11101 IIIIIPuuuuu11111 1 �V IIIVVVI 0,1 y 1IuIIIIIIIU �J 9u1mn 11111111111 / IIII 11 mu uul�u�lll Wu 111111 uu 11111111111t1,11IuIIIIIU / 1� N'IINm PI4/10,1i, IIIIIIIIIIIWII 1 11 u1u111V111u I p 1 II u11 1 uui ill�mp 0IIIII�11I1111111111111111 IIII 1 1''wuuu, tl lu uopVI11111pp VluliiiiiiiiiiuuVINIiI�uuUuulluwll u�IUuuUIIUUI ,11 m1V 11 1 wlUpwilryiiiiiVl uu I uulV 111111V11 111 uIuup III IIIIIIIIIII11,11,ii1 11111111um1uuuu lull 1111II, uglllllll1ll 1a 1 N� IIII 111 IIMV �lll1� �p1ul1111 1, i h u IIIIIIIIIIIVVuuuVp° 111I111111111�IVIIlullpp' III IIIIIIINii11 ul du' �III l"IIIIIIIIII 111u �11111111111111111111 Il�� 011 �uu II 111111nnuuu P Illilliil111�1111111111111111111111II�I� ���IIIIIII' IIII 1 INI���III 1 IIII uuulMm h'�'I 11 i'11111u1u11111q illllllll 0 0.25 0.5 o/�wir=nommo Miles M I IIIII I11 uuuuuuu pppppppp .w4 IIII 1a11111 Illllllllli I 'INmlll uul l l I u l �10111NNuIIIIIV°Ij° � luml IIIIIIIIIIIII h�puuuuplV Ilu IIIII ��.11�� as Overlay Districts Jackson Township Development Area AUAR City of Shakopee Figure 25 Page 164 of 617 ollml11111111 1111111ll`Illlllllli Project Magnitude Data Jackson Township Annexation Area AUAR — Attachments February 2020 Page 165 of 617 Project Magnitude Data by Subdistrict Table la PROJECT MAGNITUDE DATA — 2030 Scott County Comprehensive Plan "No Build" Concept Gross Acreage Study Sub -Area A ranui6�ooi��lll���� pI Ill�illll�ulllh1111111111111111110000000000000001 �l� u IIIII �����IVVVIiIIIiM1i'iiVuuuuuuUpppNNNNNI�! II pllUu!IU!IIIVuu' iouuuu � I "III iu uVNNNNb'Nnngtl'gVqppq _.�IIIW�.i. IIII1111111111111111111111111111111111111111111� I0IIII. IIII uluIIIII III IIII IIII � llp IIIII, 0000001 COMMERCIAL/INDUSTRIAL COMMERCIAL RESERVE PUBLIC LANDS URBAN EXPANSION TOTAL 4 106 0 107 217 2% - 49% 2 0% - 49% 17 100% 19 26,006 14,860 14,860 20,443 26,006 14,860 14,860 20,443 Table lb PROJECT MAGNITUDE DATA — 2030 Scott County Comprehensive Plan "No Build" Concept Gross Acreage Study Sub -Area B � I NI NNN �� � �u NI NN Nh Vu INI I III �I I� I ii III Ildll Ildll Ildll ��� � Il��lo II IIIlldll I� ���� Illldll �Illlu �V �� �I II Illddl IIIII IIIIII ������������������������������I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i uiNJJJVVV6uuu Komi ,III I11BI1iNNNNillhho 1111111111111111111 111111111111111 111111VIIIIVfillofl'uiii01100000000 'I'I,'I!I�liilltltltl���tltltltltl�d��l�d��� III IIII. 0111 1lllllllllllllll1l1llllllll111I11 II COMMERCIAL/INDUSTRIAL COMMERCIAL RESERVE PUBLIC LANDS URBAN EXPANSION TOTAL 51 14% - 266 72% 5 0 0% — 51 14% 8 156,661 80,520 368 100% 13 156,661 80,520 89,520 96,182 89,520 96,182 Table lc PROJECT MAGNITUDE DATA — 2030 Scott County Comprehensive Plan "No Build" Concept Gross Acreage Study Sub -Area C 0 IIII, U� �''11°� ll111111111i1��1 � I ill U I III nn� I I IIIII I II IIII yo11111IIIII11111111111111111111111111 0,0„„„„ """1,10,11111111 uulluluullllllgppuuo II U ""'I�uu�uilpllu III i iii I I III 11111111 NH NH H n II IVili III IIIII Ilan N II N N N N� N IIIIIIIIII� I � IIIIL�NuNNu��.�� 1111111111111111111111 11111111111111111111111 NNI COMMERCIAL/INDUSTRIAL COMMERCIAL RESERVE PUBLIC LANDS URBAN EXPANSION TOTAL 0 0 0 484 100% 77 484 100% 77 Table ld PROJECT MAGNITUDE DATA — 2030 Scott County Comprehensive Plan "No Build" Concept Gross Acreage Study Sub -Area D pu I� II I, IIIIIII II II li a II II II II II II � II ICI � I IIIIIIIII IIII I IIII I II lu d��llllllllllllllliiiiiiiii ����� � � � mlululllu IIIII IIIIIIIIIIIIII i V d��l�'IP�Ii IIIII ��� I (IIIIIIIII I�I I ..11111110 ....'iillllllllllllllll" ICI IIIII II u ' poi ��� III IIII II i uu poi �� III IIII II uu �������iiuml� � poi i �� IIII IIII II iuu U� ii Ala �� II ioui II IIII 11 I I hh I I I um III � II II ��II II II II II �r�rA N I I I I 111 I I IIIII � II II IIII I , I IIII II ,II IIII II IIII II IIII , II IIII II IIII II IIII II IIII II II IIII II �� "III I I �II �II I I III IIIIIII ��������III�II ���� IIII 'II!' COMMERCIAL/INDUSTRIAL COMMERCIAL RESERVE PUBLIC LANDS URBAN EXPANSION TOTAL 156 20% - 353 44% 7 443 56% - 0 0% - 125,239 78,005 78,005 134,567 795 100% 7 125,239 78,005 78,005 134,567 Page 166 of 617 Table le PROJECT MAGNITUDE DATA — 2030 Scott County Comprehensive Plan "No Build" Concept Gross Acreage Study Sub -Area E I VI III VIIIV IIII � I I, Iul� NNN NHH HH Hmuu,�,!,u ���� um Iglu N ��� IIIIIIV ��� � IIIIII,,,,, nl � Iml Ildll III II , II IIII II II �n olllllllllllllllllllllllllll IIIIIII II III IIII II II dl .IIIIIIIIIII IIIIIII II L. luuuluuulul IIIIIII II I � II IIII Ilil II IIII II IIII II luul � �� luul luul Il�ul IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII „uuul 111111 u II�IIIIII _�� NI�VII IdNlll I �I I I II IIIII If Il i IIII 11111°III°IIIIIIIIIIIIIIIIIIIIII tl� VIIIV@I IIIII „„„ mll AA I A III IIII dl ,III,III ,III ,III II II l00000000000000000000000OOOOOOOOlOOOOOOOOOlOOOOOOOOOOOOOO 11111, II II IIIIII IIII II III II. Iddl Iddl IT Iddl �illllddddddddddl111111111 COMMERCIAL/INDUSTRIAL COMMERCIAL RESERVE PUBLIC LANDS URBAN EXPANSION 82 100% 13 TOTAL 82 100% 13 Table 1f PROJECT MAGNITUDE DATA — 2030 Scott County Comprehensive Plan "No Build" Concept Gross Acreage Study Sub -Area F IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I��!II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III IIII II I VII I i II II III I IIII nN I pd� II I II II I I IIII IIII (III I ryIry IIII I I dlllllllllll �uuuuIIIIIII�I ���IINll�l (IIIIIIIII uuuul1uuN1u,„,,,,, �,,,,,,, o 100001 11111,1111 0000000000000llOOOOOOOOOOO011ovvvvvq!,,,,0000l l�l�lllll IOIPOOOO �IIIIIIIIIIIIIIIII���� II III I 1� Io II IIIIIIII III I. II Ilil II IIII II III 111111 COMMERCIAL/INDUSTRIAL COMMERCIAL RESERVE PUBLIC LANDS URBAN EXPANSION TOTAL 61 100% 61 100% Table 1g PROJECT MAGNITUDE DATA — 2030 Shakopee Comprehensive Plan "No Build" Concept Gross Acreage Study Sub -Area G I III ��,,,,,,,IVIIIIIIII ��� lullll ull ,� „uuuullllllllll III II li III II II �� � �,I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII (IIIIIIIIIII I I „ II IIIIIIIIIIIIIIIIIIIIIIII�III�II �IIIIIIIIIIIIIIIIIIII� I I I I IIIoIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII II IIII III IIIIIIIIIIIII IIII I IIII „ m l l l a ul l ll ll IIIIIII III III nnn NNn I , ICI, (\h nnl ,III i nn nn i 4 i ���V'V'OV" � �fl�h'�VWdi II III II II I IIII IIIIIIII II IIIIIIII�IIiliplll IIIIII IIIIIIIIII I I I� IIII I ICI IIIIIIIIIIIII I IIIIIIII yy UII IIII uT I n V �dddl dd� �I�I�li��ili dddd II, uum II �� 111i1111 (IIIIIIIIIII Ilriri�l Illr Illi� II��� II��� II�� III�� II�� IIIIIIIIIIIIIII IIIIII III IIIIIIIIIIIIII 1) III II i l ii II ii II li II �flnn� 0000loopoo II COMMERCIAL/INDUSTRIAL COMMERCIAL PUBLIC LANDS SUBURBAN RESIDENTIAL TOTAL 0 10 0 10 20 0 50% 0 50% 9 0 9 122,000 122,000 Page 167 of 617 Table 2a PROJECT MAGNITUDE DATA — 2040 Shakopee Comprehensive Plan "Build" Concept Net Developable Acreage Study Sub -Area A flu IIIIIIIIIIII IIII IIIIIII IIIIIIIIIIP Inlilll 111II I IlllllllllUUuuuuuupu III_,I,I,I,,pIII� I uluu °°°IIIIII uul IIIIII 'II IIIIIIIIIIII I II �� � I I IIIIII IIIIII II I II I II I II I II I II I II I II I II I II I II I II I II IIII IIII II IIII I II I II II IIII III �� IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII;Ilillillil1il11u1111u111mlommmlml p iii11111IIIillillllllllllliiilllllll11111111111111111111111 44 � uultll I II IV III III VI II VI II uV �.. I V V� II uV lu I. I� I. I. Iwwuwwwuuuuu uuuu 111 ll 111 IIIIIII IIIIIIIIIIIIIII'o'iIIIIIIIIIIIIIIIIIIIIIIIIIIIllllllllll IIIII"IIIIIIIIIIllll91111111 III Illruu" idd d II. I � IIIIIIII� IIHopoopoopoopoop00000000000000000 �I�i(ijijl I I I I I I I I I II,I,I,I, I, 111111 I I I NNNNN IINNN � NN �I MIXED RESIDENTIAL 22 14% 91 MIXED USE CENTER 38 25% MIXED USE EMPLOYMENT CENTER 25 17% 31 81,991 594,646 84,091 41,706 159,240 l SUBURBAN - - - EDGE RESIDENTIAL 0 0% - SUBURBAN - - - RESIDENTIAL 67 44% 161 TOTAL 152 100% 334 81,991 636,351 243,331 90,994 90,994 90,994 90,994 Table 2b PROJECT MAGNITUDE DATA — 2040 Shakopee Comprehensive Plan "Build" Concept Net Developable Acreage Study Sub -Area B IIII II �I�I�II�I�IIIIIII �,�I��� ,,,,IIIIIIIIIII�III IIIII,IVIVIVIVIVIVIVIIVI�I�I�,�I�I�I�I�I�I�I�I�I�I II �����I�IiIiIIIIIIIiIII'IIIII'III�� ullll�����u�u�l��aaa pul, II I m� IIIII ���I�IIN°°'0,IIII,�,�nlll11n11n�1,,,,,,,,,,���� (IIIIIII Illlllllllllli� (IIIIII a I NNNNNNNNNNNNNNNNNNNNNNNNNNNNNIAhi�iAIIIIIIIIIIIIIIIIIPPPPPPP„ IIIIII IIIIIII I I I IIIII I I I I I I I I� yp��NN PPPPPIIIIIIIIIIIIIIIII�I�I�I�I�I1 I I II11j' III III lululllllllllllllll�IIIIIIIIIIIIII�' I N!!IIJIjIjIIIIIIIIII �q III , I I IIIIIIIIIIIIIIIIIIIIu I of IIII I I I I I I I I I I I 1661166h l hdd I I I I I IIIo MIXED RESI DENTIAL MIXED USE CENTER MIXED USE EMPLOYMEN T CENTER SUBURBAN EDGE RESI DENTIAL SUBURBAN RESI DENTIAL TOTAL 47 15% 165 219,195 45 15% - - 691,370 97,769 - 214 70% 257 - 350,955 1,340,008 765,719 765,719 0 0% — — — 0 0% — — — — — — 305 100% 422 219,195 1,042,324 1,437,778 765,719 765,719 Page 168 of 617 Table 2c PROJECT MAGNITUDE DATA — 2040 Shakopee Comprehensive Plan "Build" Concept Net Developable Acreage Study Sub -Area C ICI IIIVIII0 1,1I , Illu ,I 1111 I I I I I I I IIIIII III II "'1 ll'0l'IjI"IjIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII L. �luuluuulul 00000 I iE iv «<,hs nnl uuV \' y���uHNNNNNNNNNNa���ggq�� '� III �IIIppIIIUUUII l II �Iulllllllllll �NN,,yNr������ N� V NNN NN V IN udhhhhlfl mulluu ��II� u�.,,� ,NNHnnnu �00000IIII1III IJ11IPI'� 0111110000)01,00,10, 1121 II '�I III II II II "' II II II II rvry ����vu�uulllllllll III II 00IVIl11pl1illlll IIIIIIII�II6uuPaN, 0000 0IIIIIIIIIII6661dhhlIIIIIIIIIIIIII1 IIIIIIIIIIII MIXED RESIDENTIAL MIXED USE CENTER MIXED USE EMPLOYMENT CENTER SUBURBAN EDGE RESIDENTIAL SUBURBAN RESIDENTIAL TOTAL 18 4% 0 0% - - 0 0% - - 300 62% 120 166 34% 266 484 100% 450 83,486 64 83,486 Table 2d PROJECT MAGNITUDE DATA — 2040 Shakopee Comprehensive Plan "Build" Concept Net Developable Acreage Study Sub -Area D I IIII I i VI ^ iliiimiiii IIII \ i '' IIIIIII I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII 111 I �IIIIIIIIIIIIIIIIIIIIIII III II IIIII IIIIII IIIII IIIIIIII IIIIIIII p IIIIIII 1111III III III � �; I IIII II lu 11, louu IIIIIIII IIIIIIIIIIII 0uuIIIII�Nm uu �n���II�II�Y� IIIIII „ IIIIIII I�Illlll�lllllllli I lui�l�ull"II'I Illllllllllllllllllllllllllullulllllllll'i 'I'I�IIII„1'I�II �ddll III IIII II IIIIIIIIV �� II'I IIIII II I i I I I I I i I IIIIIIII 11 n u� a I N nn I i IIIIIII �� uu � ��II �I� IIII ��� IIII III �n Illl�i����l II I I IIIII IIII IIIIII nn rn I IIIIIIIIIIII IIIIIII IIIII 11�� IIII IIIII II��� \� I Ilrrr \ II Ilrr Ir I I lrr II III II I�IIIu � Iddl PP III I UUU P �6' AA II R I � IIIII � IIII �IIIIIIIIIIIIIII II�� IIII.0011111111011 MIXED RESIDENTIAL MIXED USE CENTER MIXED USE EMPLOYMENT 0 34 0% 8% CENTER 247 57% SUBURBAN EDGE RESIDENTIAL 91 21% SUBURBAN RESIDENTIAL 46 0% 161 TOTAL 57 13% 161 74,072 523,795 1,082, 212,672 1,353,369 1,082,695 695 572,1 572,127 27 736,468 1,427,441 1,654,823 1,654, 823 Page 169 of 617 Table 2e PROJECT MAGNITUDE DATA — 2040 Shakopee Comprehensive Plan "Build" Concept Net Developable Acreage Study Sub -Area E IIIIIIII„ (III IIIIII 11111111111111111111111111111111111111111111111 niiidiiddl° (IIIIIIIIII iIl�Illlllllllllll�iIIIIIu Illluldlll ddddl ddddddddddddd ddddd dddddddddddddl�! I!I�� IIII III IIIIIII P III�II IIIIIIII II rrwu1m11u111 °I�9�9IIIIII i i i i iUUIIppU°°VVppuupluuululull uN�MMMMM �, �u�u i o! uuiul! lPI�,P� UII uNu�nn� III v111111111111111111 IIIIII IIIIII u I � I ry �IIIIIIIIIIIIII II II �IIIIII�I ryI II� ryryII II II� Na ���I�i�IIII AP'1111111111111111oop000p"oopoIIIIflflflfloo01111111111111llll6666hhhddhdlilili11llll1l1l1l1i1llllll11l MIXED RESIDENTIAL MIXED USE CENTER MIXED USE EMPLOYMENT CENTER SUBURBAN EDGE RESIDENTIAL SUBURBAN RESIDENTIAL TOTAL 3 5% 11 15,007 0 0% 0 0% 14 22% 6 48 74% 96 65 100% 113 15,007 Table 2f PROJECT MAGNITUDE DATA — 2040 Shakopee Comprehensive Plan "Build" Concept Net Developable Acreage Study Sub -Area F* ti� Na IIIIIII u NNN a �iuuuu NNNN�NryNN„����;I�liili ����101 �ul� ��� 11�11 �II�IIIII 1111111001 og00000v 1000000000p90 INn1111 11N nnan�l�nl ! IIIIIII IIIIIIIIIIIII IIIIIIIIII II II �uu ulluu, illy �III�I����� uiiuuuuulll 111l��� � ���u�ulliplllllllllllllllll!IIIIII I� 111111111,1111111 I II II II II II IIII� IIII�I�III III�I� Ilhl� �hh�hhhhhhhhhhhhhll MIXED RESIDENTIAL MIXED USE 0 CENTER MIXED USE EMPLOYMENT 0 CENTER SUBURBAN EDGE 0 RESIDENTIAL SUBURBAN 0 RESIDENTIAL TOTAL 0 0 *Sub -area F included in analysis for purposes of potential utility easements. Page 170 of 617 Table 2g PROJECT MAGNITUDE DATA — 2040 Shakopee Comprehensive Plan "Build" Concept Net Developable Acreage Study Sub -Area G 1111111111111111111111111111111111111111111111 oovil000000v1111111 Hill IIII 1000111 1111111111111 ,,vv,vv00000D000000000000000DooDooD00000ligo °fin A�d� N91111111111,1A, MIXED RESIDENTIAL MIXED USE CENTER MIXED USE EMPLOYMENT CENTER SUBURBAN EDGE RESIDENTIAL SUBURBAN RESIDENTIAL TOTAL 0 0% 10 53% 156 0 0% 0 0% 9 47% 28 20 100% 184 - 112,122 112,122 Page 171 of 617 Earl Coordination Responses and Correspondence Jackson Township Annexation Area AUAR — Attachments February 2020 Page 172 of 617 From: baton 910aOLIDNE0 To: Lai„0„„„„„2:111S2121 Subject: RE: Jackson Township AUAR - Review Request Date: Monday, January 14, 2019 1:50:44 PM Attachments: image00.'L Hi Erin, I did a review myself and checked in with other DNR staff of known concerns within the area. Some of the items noted below are maybe more project specific, and may be a little ahead of the AUAR preparation and writing process, and I'm not sure how they fit in at this early stage. However, they are good reminders, and can help with ensuring any needed mitigations get addressed in the AUAR. The NHIS review letter will comment on rare species/habitats, so my comments are related to things that I believe NHIS review would not include. • MN Valley State Rec Area lies within a portion of the AUAR boundary. It's not clear what will be proposed, if anything in the areas adjacent or in close proximity to this area, but the AUAR should discuss compatibility to neighboring developments (any noise issues from projects/development that could impeded enjoyment of the natural resources/Rec. Area, for example). • Areas around/within the MN Valley State Rec Area contain native plant communities; many are wetlands; development in these areas would be a concern • MN River in this location is water trail and wild and scenic rec river; should plans impact recreational use of the river in any way, or take away from scenic qualities, these should be discussed • Public waters — discuss any potential impacts; • Portion of the AUAR lies within an area designated as a high potential zone for rusty patched bumblebee; not sure how FWS deals with reviews for these types of things when there isn't a specific project yet but I recommend consulting with USFWS and discuss within the AUAR • Central Region Regionally Significant Ecological data layer: a few areas within the boundary have been mapped with this layer, so discussing this in the AUAR would be particularly appropriate as this layer is especially relevant for planning purposes. • The Lower Minnesota Watershed District has developed an overlay of sensitive areas. We recommend including this in the project review/discussion/impacts/mitigations. They have also recently completed a watershed management plan. Standards in the Plan have been updated to protect steep slopes, high value resource areas and floodplains. DNR's concerns would overlap with the Districts, so we recommend contacting the watershed district as well for information on their sensitive overlay district, watershed management plan, and other issues. Linda Loomis would be the contact person. • A DNR Water Appropriation Permit is required when 10,000 gallons per day, or one million gallons per year, is appropriated for nearly any reason. • If Jackson Township is planning to construct a Water Supply System, the system will need to be approved under a DNR Water Appropriation Permit. • Much of this area is contained within the Wellhead Protection Area for the City of Shakopee. Jackson Township should co-operate with the City of Shakopee in protecting the City of Shakopee Water Supply. Page 173 of 617 The DNR encourages using storm water as a water source for landscaping irrigation. The DNR expects the developers of the properties to co-operate with the Minnesota Pollution Control Agency to prevent the spread of pollution. The DNR expects the developers of the properties to cooperate with the Department of Health in sealing unused wells. I'll watch for the NHIS review response and double check things once that is issued to see if there are other items that I missed here that should be addressed. I will also be the one at DNR who would compile comments from DNR staff on the AUAR, once it is Noticed and out for comment. There may be other items that DNR comments on at that time. Hope this is helpful, Becky From: Erin Sejkora [mailto:ESejkora@srfconsulting.com Sent: Thursday, December 27, 2018 4:03 PM To: Horton, Becky (DNR) <becky.horton@state.mn.us> Cc: Stephanie Falkers <SFalkers@srfconsulting.com> Subject: Jackson Township AUAR - Review Request Good afternoon Becky, SRF Consulting Group is assisting the City of Shakopee with preparing the Jackson Township Development Area Alternative Urban Areawide Review (AUAR) in Scott County. Attached, please find figures of the AUAR study area. The City is preparing the Jackson Township Development Area AUAR in response to increasing development interest in the area and at the request of the Metropolitan Council. Figure 2 in the attached PDF shows the boundaries of the AUAR study area within Jackson Township. The AUAR will evaluate the environmental impacts of two different development scenarios based on the City's 2030 and 2040 Future Land Use Plans. As part of the early coordination process, we are seeking input from stakeholder agencies on any known issues of concern or sensitive resources within or in close proximity to the AUAR study area. We have also submitted a NHIS data review request to complete the AUAR analysis. Please contact me by email or phone regarding any input you have to incorporate into the AUAR environmental analysis. Thank you for your time and assistance! Erin SeJkora, AICP Page 174 of 617 Senior Environmental Planner 05[P U t Gr up hu 1 Carlson Parkway North, Suite 150, Minneapolis MN 55447-4453 763.251.4041 direct I 651.295.8728 mobile I 763.475.0010 main I P-ENR-201 Sot)] titoi rots THOOtfioo t lot.e ertEtottice 0 P. 5,11QQ1151,1Ltag&Q,D2 ,E„,....QQ„boQQ„KI toin,hQ0„0„ CONFIDENTIALITY NOTICE: The contents of this email message and any attachments are confidential and are intended solely for addressee. The information may also be legally privileged. This transmission is sent in trust, for the sole purpose of delivery to the intended recipient. Page 175 of 617 Erin Selma From: Linda Loomis <naiadconsulting@gmail.com> Sent: Monday, January 28, 2019 12:44 PM To: Erin Sejkora Subject: Re: Jackson Township AUAR - Review Request Hello Erin, The Steep Slope Overlay District and the High Value Resource District are the areas of special concern to the Watershed District. I will have our technical consultant send you the gis files. As for other concerns, we will review the area and let you know of any other concerns we have. Linda Loomis Administrator, Lower Minnesota River Watershed District Naiad Consulting, LLC 612-306-5802 Cell 763-545-4659 Home/Office 6677 Olson Memorial Highway Golden Valley, MN 55427 On Mon, Jan 28, 2019 at 11:51 AM Erin Sejkora Good morning Linda, 11 wrote: SRF Consulting Group is assisting the City of Shakopee with preparing the Jackson Township Development Area Alternative Urban Areawide Review (AUAR) in Scott County. Attached, please find figures of the AUAR study area. The City is preparing this AUAR in response to increasing development interest in the area and at the request of the Metropolitan Council. Figure 2 in the attached PDF shows the boundaries of the AUAR study area within Jackson Township. The AUAR will evaluate the environmental impacts of two different development scenarios based on the City's 2030 and 2040 Future Land Use Plans. As part of the early coordination process, we are seeking input from stakeholder agencies on any known issues of concern or sensitive resources within or in close proximity to the AUAR study area. Becky Horton, DNR Regional Environmental Assessment Ecologist, relayed to us that the Lower Minnesota Watershed District recently completed a watershed management plan that identifies sensitive overlay districts. I obtained a copy of the October 2018 watershed management plan online and noted that the plan establishes a Steep Slopes Overlay District and High Value Resource Area Overlay District. Page 176 of 617 Are there any other sensitive overlay districts that we should be aware of as part of the AUAR study? Additionally, would it be possible to obtain GIS shapefile for these sensitive overlay districts? If you have any other concerns or comments regarding the AUAR environmental analysis for this area, please do not hesitate to contact me by phone or email. Thank you for your time and assistance! Regards, Erin Sejkora, AICP Senior Environmental Planner S F Co n s ingG 110 p„., 1 Carlson Parkway North, Suite 150, Minneapolis MN 55447-4453 763.251.4041 direct I 651.295.8728 mobile 1763.475.0010 main IpsEliyotoegto,„),AoAjtjnL,:eorn Iv I c) ert. 1114',:g113D ref) srfconsuItincom lace ook • ke er YouT tagra CONFIDENTIALITY NOTICE: The contents of this email message and any attachments are confidential and are intended solely for addressee. The information may also be legally privileged. This transmission is sent in trust, for the sole purpose of delivery to the intended recipient. 2 Page 177 of 617 4/15/2019 IPaC: Explore Location IPaC IPaC resource list U.S. Fish & Wildlife Service This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI tlands) for additional information applicable to the trust resources addressed in that section. Location Carver and Scott counties, Minnesota 6*, ff 3 rf, 114 It i.:41 Local office office Minnesota -Wisconsin Ecological Services Field Office t. (952) 252-0092 (952) 646-2873 MAILING ADDRESS 4101 American Blvd E Bloomington, MN 55425-1665 PHYSICAL ADDRESS 4101 American Blvd E https://ecos.fws.gov/ipac/location/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources Page 178 of 617 1/15 4/15/2019 IPaC: Explore Location Bloomington, MN 55425-1665 Si 21 gou2.0,.h: 11111,1.110,:i.n If! tf 11 https://ecos.fws.gov/ipadocation/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources Page 179 of 617 2/15 4/15/2019 IPaC: Explore Location Enc angered species f");3)) III, 0 Se 5 001);) 0010'lly 111.1 C00, 0 EC); ICI (21: 00C: 0:), C11!).t: ili:L101)020 0110) 1'1)3 VS !!) 001:0)01""' )1 (0)1 )) 111111), )1( The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOl) for species are also considered. An A01 includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site -specific and project -specific information is often required. t. Section 7 of the Endangered Species Act requires Federal agencies to "request of the 4. ) information whether any species which is listed or proposed to be listedr,).„ present in in the area of such proposed action" for any project that is conducted, permitted, funded, or by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an official species list from,„„)#!), r ,00t• 0,„ „0,0 atory Review section in IPaC (see directions below) or from the local field office direc For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing thefollowing: 1. Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST IES LIST. Listed species arid their critical habitats are managed by the 0 0 .0) ,d): 0,0 - n of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact 1,10°°° ) or, 0.000, for omp r is j III 111 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the tvnH r1JLLpHy for more information. 2. ric-4, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Mammals NAME STATUS https://ecos.fws.gov/ipactiocation/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources 3/15 Page 180 of 617 4/15/2019 IPaC: Explore Location Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. bit rIrrir,,LrrrrrLP„SJ"rrvs 4rIrg221101011110.0rri e ersrv11.1.5„,Irr5 Insects NAME Rusty Patched Bumble Bee Bombus affinis No critical habitat has been designated for this species. ittrpLa_rpr, -r„ mIr 3 12 0) 0210TOH1io 11 Threatened STATUS Endangered Critical habitats Potential effects to critical habitat(s) in this location must be analyzed along with the endange species themselves. THERE ARE NO CRITICAL HABITATS AT THIS LOCATION. Migratory birds Certain birds are protected under the Migratory BirdTreaty Ace and the Bald and Golden Eagle Protection Act. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described 12010 1. The T Js Treat of 1 91 8. 011-""" rctec:ti r of 1940. Additional information can be found using the following links: Birds of Conservation Concern !NON Der a n bwL13nforlsI r2rir 0,01 00'00 0 0010c 1-00 Measures for avoiding and minimizing impacts to birds h d 1111 r1S111 oneigt- H0nnt/110 r;si 75i lirt,,,,,,,,,reel-1111,0,0rti 0 1"-r- Ire Jej:15,11,,juefti„,,, prbir11,1! Nationwide conservation measures for birds notr„„,..„,c,100).0.010„00,000111.!,10,000001„„Orroor00„10r00000000,110rolor000000orro,„0„Loorrollorlerrfirre00000rroOlo',10.0.00.010000.11„0„.0000.000E.„ .10,0„„ororoor 111 r 111 The birds listed below are birds of particular concern either because they occur on the L.15:), 1-111 SLM 0ti 11111 C:10 iIn!i (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ Lei )0,01011,11111. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general https://ecos.fws.gov/ipadlocation/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources Page 181 of 617 4/15 4/15/2019 IPaC: Explore Location public have sighted birds in and around your project area, visit the • h 8 tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found Ie vi. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON 0 BREEDING SEASON IS INDICATED American Bittern Botaurus lentiginosus This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) - continental USA American 'olden -plover Pluvialis dominica This is a Bird of Conservation Concern (BCC) throughout its range in e continental USA and Alaska. Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. Black Tern Chlidonias niger This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA ...... FOR A BIRcIgNI2y3...gg,..sgtBIRD MAY BREED IN YOUR PROJECT AREA SO ETI E WITH THE TIM EFRAM WHIC LI ERAL THE DATES INSIDE WHICH E.pIRD_BREEDS 4OSS ITS ENTIRE RANGE. "BREEDS ELSEWHERE" INDICATES THAT THE BIRD DOES NOT LIKELY BREED IN YOUR PROJECT AREA.) Breeds Apr 1 to Aug 31 Breeds elsewhere Breeds Dec 1 to Aug 31 Breeds May 15 to Aug 20 https://ecos.fws.goviipadlocation/Q42Q7VVBIV5C7TEQMST3A7XN5NY/resources Page 182 of 617 5/15 4/15/2019 IPaC: Explore Location Black -billed Cuckoo Coccyzus erythropthalmus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. ti„ Bobolink Dolichonyx oryzivorus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Buff -breasted Sandpiper Calidris subruficollis This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. t Pr, dritr'lfr rrrfrirr„„,„rrr or'"'or rrrrr Cerulean Warbler Dendroica cerulea This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. 5„„,,fvv.3,,,govlecPLPeei Dunlin Calidris alpina arcticola This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA Eastern Whip -poor -will Antrostomus vociferus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Golden -winged Warbler Vermivbra chrysoptera This is a Birctof Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Nis ,00,11,0,?0 000 ,000,00 100000, 00,1 000,0r eloq 8 °°07,4 Least Bittern Ixobrychus exilis This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA jpQLD es/0151„Z5H Lesser Yellowlegs Tringa flavipes This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. h h (Aryls 11'11 )/1p, c es 11.L Red-headed Woodpecker Melanerpes erythrocephalus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 15 to Oct 10 Breeds May 20 toJul 31 Breeds elsewhere Breeds Apr 22 to Jul 20 ee s elsewhere Breeds May 1 to Aug 20 Breeds May 1 to Jul 20 Breeds Aug 16 to Oct 31 Breeds elsewhere Breeds May 10 to Sep 10 https://ecos.fws.gov/ipac/location/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources 6/15 Page 183 of 617 4/15/2019 IPaC: Explore Location Rusty Blackbird Euphagus carolinus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Semipalmated Sandpiper Calidris pusilla This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Short -billed Dowitcher Limnodromus griseus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. r 111', Willow Flycatcher Empidonax traillii This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA 4;415,111205,,,,,t61131161‘;t2tancirfri,a1432 Wood Thrush Hylocichla mustelina This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Probability of Presence Su, The graphs below provide our best undrstanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability pf Presence ) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any Breeds elsewhere Breeds elsewhere Breeds elsewhere Breeds May 20 to Aug 31 Breeds May 10 to Aug 31 https://ecos.fws.gov/ipac/location/Q42Q7VVBIV5C7TEQMST3A7XN5NY/resources 7/15 Page 184 of 617 4/15/2019 IPaC: Explore Location week of the year. The relative probability of presence on week 12 is 0.25/0.25 at eek 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season( ) Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. lf there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort 0 Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data (a) A week is marked as having no data if there were no survey events for that Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery ' currently relevant information. The exception to this is areas off the Atlantic coast, - re bird returns are based on all years of available data, since data in these areas is currently,mlich more sparse. SPECIES AmerBiccaRn(1;iisGar! Bittern BCC7.--Eci.nsery,-. iiir91ii.(BCC) only P Gr4liir.ij!ra. ,,,,,,, 6,WRSk'''' ...---,-- ..,ICif:!iii n1191 5...N ''..°:.:**--- . ea_ Golden - plover Amen ri' ide t_•,..i1C:!cnr-..!;Zir;!!-Y: s...;1;:"...i11:-.e.. 47;..trferlil . ..... .. .... .... ii; ............... JAN FEB MAR 4 -4' • -4 4,- -4 -4, 4, 4, f of presence breeding season survey effort no data JUN JUL AUG SEP OCT NOV DEC -44 -44 14 -44- 44, 41, -I 44- J4444 4 ,4 https://ecos.fws.gov/ipacilocation/Q42Q7VVBIV5C7TEQMST3A7XN5NY/resources 8/15 Page 185 of 617 4/15/2019 IPaC: Explore Location Sandpiper BCC Rangewide (CON) (This of ConservtIon Concern u h ra e in e continental USA and Alaska.) Cerulean Warbler BCC Rangewide • ..... ............ (CON) (This is a Bird of Conservation .......... ...... Concern (BCC) throughout its range .......•,................. ...... in the continental • ......... ........ ........ USA and Alaska.) Dunlin BCC - BCR (This is a Bird of Conservation ..... ..... ..... Concern (BCC) only in .. _ ...... ..... ..... , particular Bird ..... Conservation Regions ......... ...... (BCRs) in the continental USA) .... -........ ". Bald Eagle Non -BCC Vulnerable . ..... ....................... (This is not a Bird of ...... _ ..... • ............ Conservation Concern (BCC) in this ..... area, but warrants ..... ...... attention because of ..... ...... ..... the Eagle Act or for .......................... ....... ..•...... potential ............. susceptibilities in ...... ..•....... ..... . ...... ..... offshore areas from ........ certain types of "development or activities.) ...... .... Black Tern BCC BCR (This is a ▪ ....... Bird of Conservation ...... ....... Concern (BCC) only in partkular Bird Conservation ReVons (BCRs) in the continental USA) Black -billed Cuckoo BCC Rangewide (CON) (This is a Bird ...... of Conservation Concern (BCC) throughout its range ............ n the continental USA and Alaska.) Bobolink BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) ...... throughout its range n the continental ▪ .......... USA and Alaska.) ....... 4. +.1...4, Buff -breasted -4, 444 1,444 :44L444 4- , 4- , 4,1 4 t , - If144,414V4 4 '4 https://ecos.fws.gov/ipac/location/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources 9/15 Page 186 of 617 4/15/2019 IPaC: Explore Location Eastern Whip - poor -will BCC Rangewide _ ... ............. (CON).(This.is.a..Bird of Conservation Concern (BCC) throughout its range in the continental .•........... .......... ..... USA and Alaska.) Golden -winged Warbler BCC Rangewide (CON) (This is a Bird ...... of Conservation Concern (BCC) ....... throughout its ran e ......... ...... in the continental USA and Alaska.) • ....... Least Bittern BCC BCR (This is a B▪ ird of Conservation Concern (BCC) only in articular Bird Conservation Regions (BCRs) in the continental USA) SPECIES Lesser Yellowlegs BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental ....... USA and Alaska Red-headed Wodpecker BCC. Rangewide (CON) (This is a Bird of Conservation ....... Concern (BCC) throughout i in the con USA an ...... rental 'ta) k ird BCC an ewide (CON) (This is a Bird of Conservation ....... ..... Concern (BCC) throughout its range ...... in the continental ..... USA and Alaska.) Semipalmated Sandpiper BCC Rangewide (CON) (This is a Bird ..... ....... of Conservation Concern (BCC) ..... ..... throughout its ran in the continental .... ........ USAandAlaska,) e 4°11t -14 411144 41' "'°04° 4 '1 4- "4 JAN FEB MAR APR MAY JUN JUL -I- -I- -V t40,4 4,0 40 4 44. 44. 400 -4 -10-4-4- °- 414 414-41- 444 4 414' "i" 44, "'"1444I "4° -40- 1" 114 14 41 SEP 0 NOV DEC https://ecos.fws.gov/ipac/location/Q4207VVBIV5C7TEQMST3A7XN5NY/resources Page 187 of 617 10/15 4 0/20 IPaC: Explore Location Sh. Do it her BCC Rang id (CON) (This is a Bird f C nservati n Colncern (CC) throuhout its rane in the continental USA and Alaska ) l.Flycatcher BCC - 1•.C11 (This is a E3ird of C nsentati n C mem (BCC) only in articular Bird C riservation Regi ns (BCRs) in the continental USA) d Thrush BCC Range (de (C N) (This is a ird f C ns ati n C nmorn (BCC) thr Lit its r in the c SA an 4 „4„ tlt -It ti -1, "tt. Tait t- -4 --1"- Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. IHtit t, 1,111,i (J,,,Lt_tt,:t4, describes measures that can help aoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularlyaant when birds are most likely to occur in the project area. When birds may be breeding in the ifying the locations of any active nests and avoiding their destruction is a very helpful impact miri1mtzatpn measure. To see when birds are most likely to occur and be breeding in your project area, viewthe a -ty of Presence Summary. cidity)r Inca Tuilg..,a and/or I a, may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use togenerate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS 11,„aata;praserialb o o neemo 131114,n) and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the - EN data is based on a growing collection of siu2/2y/halldjing/Andstrimaicbmcsaslatalseiai and is queued and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (LE,laglog,.&11: requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the IF/12,Lor__;,',',p ballataL, What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the This data is derived from a growing collection of [ r a 4 ,0„1 • https://ecos.fws.gov/ipacilocation/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources 11/15 Page 188 of 617 4/15/2019 IPaC: Explore Location Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or j 1 year-round), you may refer to the following resources: 02 ne11 tali lif Qtaithno y AJJ Alio t Br it„Eisci Cult g, or (if you are unsuccessful in locating the bird of interest there), the fa sne100uh of Ow gN.0 ory c 13 s gulds. If a bird on your migratory bird species list has a breeding season associated with it if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Lu 1 Cjj ('',1 (BCC) that are of concern throughout their r anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands) 2 "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Re ons continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on y�ur fist either because of the Eagle A,c1 requirements (for eagles) or (for non -eagles) potential susceptibilities jn offshore areas from certain types of development or activities (e.g. offshore energy dev o Although it is important to try to avoid and minimize impacts to avoid and minimize impacts to the birds on this list, especially e more information on conservation measures you can implement impacts and requirements for eagles, please see the FAQs for these topics. gen line fishing). II 5ird rts should be made, in particular, to les and BCC species of rangewide concern. For to help avoid and minimize migratory bird Details about birds that are potentially affected by offshore projects For additional details aboit t1e relaivt?. occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast please visit the U LW) uust n )2ut jjJ1 The Portal also offers data And information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the 110.110 ArsflLiflL. i 10-3 110 3 00, lin 30 10'00 .10 ro , pp, 5,111 t , 010 1 S tr3 Jinn 0 " n n 00J00 11 01110 AtI0, nt r t POI sboadf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the 3 3.0 C -rnIA dy and the ggnottig stu r s or contact e li 0021 or ?lam What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to oLta to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ 'What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look https://ecos.fws.gov/ipacilocation/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources Page 189 of 617 12/15 4/15/2019 IPaC: Explore Location carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. Facilities National Wildlife Refuge lands Any activity proposed on lands managed by the I sys 'Compatibility Determination' conducted by the Refuge. Please contact the discuss any questions or concerns. THERE ARE NO REFUGE LANDS AT THIS LOCATION. Fish hatcheries THERE ARE NO FISH HATCHERIES AT THIS LOCATION. I 1 s in the National Wetlanc ust undergo a al Refuges to s Inventory Impacts to ,!!,„),(01„/ILL1and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local reerla 911111f'? r!E„t. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. This location overlaps the following wetlands: FRESHWATER EMERGENT WETLAND https://ecos.fws.goviipac/location/Q42Q7WBIN/5C7TEQMST3A7XN5NY/resources 13/15 Page 190 of 617 4/15/2019 IPaC: Explore Location FRESHWATER FORESTED/SHRUB WETLAND 0 FRESHWATER POND )111111111 LAKE R4100.'11-0E3C A full description for each wetland code can be found at the • ot a c; Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. https://ecos.fws.gov/ipacilocation/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources 14/15 Page 191 of 617 4/15/2019 IPaC: Explore Location Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. https://ecos.fws.gov/ipadlocation/Q42Q7WBIV5C7TEQMST3A7XN5NY/resources 15/15 Page 192 of 617 e land Delineation Jackson Township Annexation Area AUAR Attachments February 2020 Page 193 of 617 ii To: Joe Widing, Senior Planner From: Emily Deering, Senior Analyst Date: February 4, 2019 SubJect: City of Shakopee/Jackson Township Annexation Area Project Af ou„,11111111 1"111 IL 111111111' SRF No.11925 This memo documents wetland assessment efforts for the City of Shakopee/Jackson Township Annexation Area Project, located in Scott County, Minnesota. Attached as Figures 1 and 2 are the state location map and project area map. The project will provide environmental planning and documentation for the development of the City's southwestern orderly annexation area within Jackson Township. SRF Consulting Group, Inc., on behalf of the City of Shakopee, reviewed off -site data sources including the National Wetland Inventory (NWI), Minnesota Department of Natural Resources (MnDNR) Public Waters Inventory (PWI), Natural Resource Conservation Service (NRCS) soil mapping and hydric soils list, light detection and ranging (LiDAR) two -foot contour data, the U.S. Geological Survey (USGS) topographic map, and recent and historical aerial photography of the project area, prior to completing an off -site Level 1 wetland delineation to document potential wetlands within the proposed project area. Table 1 below summarizes the images and climate conditions at the time the air photos were taken. Exact fly dates are available for Minnesota Geospatial Web Map Service (Mn GEO WMS) images. Only month and year information is available for images available from Google Earth. Climate conditions were calculated using the intersection of West County Road 78 and Old Brick Yard Road as the centroid of the project area. Table 1. Climate conditions for aerial imagery. Date Image Taken Image Source March 2006 Google Earth April 2006 Google Earth April 2011 Google Earth May 2012 Google Earth September 2013 Google Earth Climate Condition Normal Normal Normal Normal Normal ONE CARLSON PARKWAY, SUITE 150 I MINNEAPOLIS, MN 55447 j 763.475.0010 I £RFCONSULTING.COM Page 194 of 617 City of Shakopee/Jackson Township Annexation Area Review Date Image Taken October 2014 August 2015 March 2016 April 2017 August 23, 2017 April 2018 Climate data source: Minnesota from a Gridded Database. Image Source Google Earth Google Earth Google Earth Google Earth Mn GEO WNS Service Google Earth February 4, 2019 Page 2 Climate Condition Dry Wet Normal Dry Normal Wet State Climatology Office's Wetland Delineation Precipitation Data Retrieval The off -site data review found 90 potential wetlands within the wetland review area for the proposed project (Figures 3-11). Soil data, wetland type, and NWI information are summarized in Table 2 below. For wetlands with more than one soil type, all those within the wetland area are provided. The majority of wetlands located in hydric soils occur in subdistricts D and C. There are four DNR public water basins within the review area. There are no DNR public watercourses within the review area. However, the Minnesota River borders the project area along subdistrict D. Eight channels were identified in the review area. Page 195 of 617 City of Shakopee/Jackson Township Annexation Area Review Table 2. Level I wetland delineado etland 1 Wetland 2 rid 3 M.nnn nnnn PAB1 PEM2C PUB4G etiap with Yes Yes Yes Esthervi Water Estherville -Burnsville complex, 12 to 5jpercent slopes Soil ex, 2 to 50 percent slopes Water avden loam, 12 to 18perc ate nd 4 P1 M1C Yes a den loam, 0 to 6 percent sb Wetland 5 nd 6 etland 7 land PE 2 PFO1A PUB4G iuG4B Wetland 9 PEMIB d 10 PAB1G nnnn Wetland 11 Wetland 12 PEM1C PEM2B Yes Yes Yes Yes Tavden loam,1jjtslaes avden barn, 18 to 25 percent slopes , Hayden loam, 6 to 12 percent s a les, moderately eroded er ,„.„.. unic evil silt loam, 2 to 6 percent slopes Hayden Ito 6 percent slopes Ha,„:dennnloam, 12 to 18 percent slopes ter Waukedol silt loam, 2 to 6 percent slopes _Havden loam, 12 to 18 percent sl9ses ayden loam, GJpercent slopes, moderately er ded auken silt loam, 2 to 6 percent slopes Hayden loam, 18 to 2SJbopes avden am, 6 ntork2_percent slopes, modera ukegan silt oam 2 to 6ercent slopes Havdenloam,18tj:iercent slopes ater Yes WaukeLm,silt loam, 2taercent sloes Yes Glencoe silty clay loam 0 to I'1,ercent s °Iles Yes Glencoe y clayloam, 0 o Etercentnnslopes Glencoe siliv da loam, 0 t nlercent slopes Hayden loam, 0 to 6 percent o.pes .n.“„nnnnnnnnnnn February 4, 2019 Page 3 100 100 100 0 Page 196 of 617 City f Sh kop To Annexation Area Review Wed. d 13 14 et1 15 PEM1B Wetland 16 PJl2Af 2Af PE,M2Af etLid17 PE 2Af PEMIC Wetla Wetland „n nnnnnn Wetla d 20 Wetland 21 'Wetland 22 nnnn nn Wddw d P1,7,M2 f PE,M1B PEM1C 0 Yes es Yes _ es Yes ,Tden loam, 6 to 12 perce rnodtptely eroded vdensoth,12to 18 percent sires, severely Waukcian „ Esthervil Dick :err. loam, 2 to 6 perce t slope 0 to 2 percent slope ine sand, 2 t 6 p slopes o 12 perc t slopes 2 to,percetslopes am 0 to 2 Oercent slot 0to )es adcn sa d Ia 18 to 25 perc t sl p s den sari_ lo 18 to 25 percent slopes aulcezansltloam, 2 to 6 percent slopes ...,.loam,18nnto 25 perce t sl p es 2 to Lrere,!,,,....it skuunles„moderat „ly eroded. 6nunnuto19percent slippLes, mo erately ero ed, 2 percent sLio::)es, m.od..eratelln- eroded ester ba 6 to 10 e cent lo;12.est ma t I eroded en 12.),11"de .uk,egan no .coe shiv c ay 6 to 12 oarn„ 6 to „ percent sl pes 2 to 6 percelt slopes. 2 to 6 lerc t sl pes ,1 Les oifler auke, s' percent slopes encoe silty day oam, 0 to 1 ,lercent slopes roded Plain el. ne sand, 0 to 2 percent slopes „ Lester loam, 2 to 6 percent slopes, m der 7 eroded, „„ ,ayden 1 uri, 6 to 12 slo les, moderately eroded n.u.IHnal,den soils, J.,,2 to 18percent slopes, severely" erod Lester loss,", 2 t ent slopes, m, deratelv eroded No Water, inter Lamo 12 percent si Fel sty 4,, 2019 Page 4. 0 7 Page 197 of 617 City of Shakopee/Jackson Township Annexation Area Review Wetland 113 C Wetland 32 PEM2Bf land Wetland 34 PEM2Bf PEM1r d35 PEM1A etland 36 etland 37 PEM2Bf 'EM2Bf"'"" Wetland 38 PEM13 etland 39 Wetland 40 Wetland 41 Wetland 42 tland 45 FO6B PF'01B PEM1Bx PEMIC PEM2B Overlap wi 0 0 Yes SS„R Waukegan silt loam, Glencoe sillv clay loam, 0 to 1 percent slotes s nnnn. Ha. den loam, 6 to 12,percent slopes, moderate!v eroded Waukegan silt loam, 2 to 6jpereent s ores Waukega,t) silt loam, 2 to 6 Eercent slopes Hayden loam, 6 to 12 percent sloLes, moderately eroded Water, intermittent Waukppsiltloam, 2 to 6 percent slo )es Glencoe silty clay loam, 0 to 1 percent slopes Hayden loam, 12 to 18 percent slopes Hayden loam, 18 to 25 percent slopes Glencoe_s_iliy clay loam, 0 to ljrcentypes , qlencoe silry clay loam,O to 1 T!T_slopes Hayden loam, 6uuutol/Lercent slopes, moderately eroded Hayden loam,12 to 18 percent slopes _ ..m. Hayden loam, 6 to 12Lercent slyes Hayden loam 6 to 12_apercent slopes, moderatell: eroded Candy loam, 2 to 6,percent sio aukegi.n silt loam, 2 to,6percent slopes l 'avd 6 o 12 percent sl2pes, moderately eroded auketan silt loam, 2 to 6 ercent slopes WaulceLan silt loam, 2 to 6 percent slopes Estherville sandy loam, 0 to 2 °: cslopes _Haden loam, 0to6percent slopes Flay0en loam, 25 to 35 percent slues Estherville loam and sandy loam, 2 „tc. 6_percent sloaes, de atelv eroded_ Terril loam, 0 to 2 percent slopes Wadena loam, 2 to 6 percent12pes Estherville loamand sandy loam 2to 6 percent slopes, moderately eroded Wadena onarnin2 to 6 percent slopes Wadena loam, 2 to 6 percent sh„)es February 4, 2019 Page 5 —SVItwoh— Hydric Soil Page 198 of 617 City of Shakopee/Jackson Township Annexation Area Review Wetland 47 PEM1Bx nnn nnnn Wetland 48 PEM1Bx etland 49 efland 50 etlard'51 PEM1Hx PtkiGTz e and 52 PEMi 6‘x nnn.nn, PEM2Ax nnn.nnn,_ d 54 PEM1Fx d 55 PEM1Ax Yes Yes Wetland 56 PEM1Hx VVetland 57 Wetland 58 PEM2Bx PEM2Bx etland 59 etland 60 P Wetland 61 SSURO§9i1 stherville loam and sandy loam, 2 to 6 percent slopes, m Terril loam, 0 to 2 percent sloiLe nnnn a fine sand, 2 to 6percent slopes d 0 tolTercent slopes e sand, 0 to 2 ercentsloas Esther esandvloam,jQpercent slopes nn, Salida 2,-ravelly sandy loam, 0lo6percentslopes Schapville silty cloam, 12 to 17 percent slopes, derata eroded .n.n.n.nn Terril loam, 2 to 6 percent slopes Schapville sift y clay loam, 2 to 17 percent slopes, moderately eroded Terri' loam, 2 to 6 percent slopes Scha yule clay,loam, 12 to 17 Lercent slopes, moderate4 eroded Terril loam, 2 tofi_percent slopes Water deratelv er Schapville silty clay loam, 12 tonnnn.7.kerce Byron silt oam, On, to 4,percent slopes Yes Part.Byron silt loam, 0 to 2percent slintes 'chapv. claA;:u loam, 12 to 17percent slopes, mod .a yn eroded 'erril low-111_2n to , 6percent slopes Terril loam, 6 to 12 percent slonns Wadena loam., 2 to 6 percent slopes. Yes Estherville loam and sandy loam, 2 to 6 percent s ores, moderately eroded Tama-Downscom2lex, driftless, 0 to 2percent slopes Coloastan silt loam, 0 to .2 percent,slopes ries, mod el y eroded ded Schapville sik clay loam, 12 to 17n percent slopes, mod ely eroded o Copaston loam, 0 to2,A-ercent slopes mm„,„ nnnnnnnnnn...n.n.n.n. nn, wille silty clay loam, 12 to 17 lercent sloom,_moderateh eroded No Wetland 62 PEM1F Yes Copaston silt loam, 0 to 2 1,ercent slopes Co lastsil loam0 to 2 percent, slopes Tama -Dos complexdriftless, 0 to 22Lercslopes Alluvial land, medium textured, well drained February 4, 2019 Page 6 0 0 Page 199 of 617 City of Shakopee/Jackson Township Annexation Area Review etland 64 etland 65 Wetland 67 Wetland 69 Wetland 70 d 71 and 72 and 73 d 74 etland 75 PEMiA PEMIA PEM1A PSS1C PF01A Yes Yes Yes Yes Yes PUBIL Yes PUBH PAB1G .nn .n.n.nn.nnnnn.n.„. L2ABII PEM2A PEM1F Yes Yes Yes Yes Yes rlap vint S URGO Soil Dakota fine sany loam, 12 to 17 percent slopes, moderately eroded Oshawa sit) clay loam 95 February 4, 2019 Page 7 Alluvi -ell. drained .Racine_andpstrander silt oams, 0 to 1 percent Alluvial land, 0 to 2 percent slopes Alluvial land, medium textured, well drained Alluvial land, 0 to 2 percent s e sandy loam, 12 to 17 oTes, moderately eroded to 2 percent,s12jaes Dakota fine sandy loam, 12 to 17 percent slopes, moderately eroded Oshawa silty clay loam Alluvial land, 0 to 2 percent slopes Alluvial hind, medium textured well drained Dakota fine sandy loam, 12 to 17 c Sles,rnoderatelv eroded Oshawa silty day loam. e and Ostrander silt lams, 0 to 1 percent slopes Tama -Downs complex, driftless, 0 to 2 kercent slopes • e loam,12 to 8 cent slopes ate Oshawa clay lo a e and Ostrander silt barns, 0 a Alluvial land, 0 to 2 7,erce .n. ones Alluvial land, medium textured, well drained Dakota fine sandy 12to 17 percent sl Alluvial and, 0 to 2 percent slopes Alluvial land, 2 to 6_percent s ores SSURGO 'c Soil To oderatelv eroded Page 200 of 617 City of Shakopee/Jackson Township Annexation Area Review and ID and 76 Wetland 77 d 84 PEM11, d 85 PEM2A Vc C S Marshan „„ MOSONNSW " $ThQSl February 4, 2019 Page 8 oam Dakota e sandy loam, 12 to 17 percent slopes, moderately eroded silt clay loam Oshawa silty clay loam „ Water Alluvial land:(5707,2"--r-c,unsuno2 s Alluvial 2 to 6percent s a /es Dakotafine sandy loam, l2to 17 Marshan silty clay loam Oshawasilts clay loam Water Dakota fine sandy loam,n_ 2„„„„to 7 c Oshawa silt clay loam Dakota fine sandy [Oshawa silty day loam p es,moderateK eroded r es moderately eroded Dakota fine sandy loam 12 to 17 , c slopes,m,. oder el eroded Marshan c Oshawa silts c y ma Racine and Ostrandcr silt loanis, 0 to ...percent slopes Schapville sili cia loam • 12 to .17 :percent slopes, moderately' eroded Tanta -Downs complex, .driftless, 0 to 2 Water _Oshawa silty' cla,)7 loam Racine and, Ostrander silt o 0 to ercen I Water land. medium texture Racine and (i1)'s t rainier to, p (Taxa slopes Racine and (.)sailmtler lolims 0 to I prcen1 SlopLCS .buul, 0 to 2 3c1Celit SIOICS • Alluvial land, medium textured, well drained 90 9 ) 5 .-111 fu .nnnn.n.o' fu Page 201 of 617 City of Shakopee/Jackson Township Annexation Area Review Wetland TPEM1A Yes d 87 PF01A/PEM1A Yes d 88 P ?02A/PEM2A ----a 89 PF02A/PEM2A etland 90 PFO2A/PEM2A Yes Yes Yes Oshawa d Ostrander sik joercent s opes Tama-Downscoml drifdess, 0 to 2 percent s ors ater, Dakota fine sandy lo 2 to 17yer2;n" t slopcs, modem lv eroded Oshawa silty clay loam Alluvi and, 0 to 2 ere s ores, Dakota fine sandy loam,12 to 17 percent slopes, mod Alluvialand, medium textured, well drained Alluvial_and„inedium textured, well drained. Alluvial land, 0 to 2 percent slopes „. Alluvial land, medium textured, well drained DAsot!gin5 sand,,,:loam 12 to 17 percent slopes,oderatelv eroded. February 4, 2019 Page 9 Page 202 of 617 City of Shakopee/Jackson Township Annexation Area Review February 4, 2019 Page 10 The delineated potential wetland boundaries are based primarily on a combination of aerial interpretation, NWI mapping, and contours (Figures 12-20). In general, the elevation decreases from east to west within the project area. The project area is situated within diverse land uses. Subdistrict D consists of natural floodplain, farmland, commercial properties, sand and gravel operations, and a pocket of residential development. Subdistricts A, B, C, E, and F are comprised of farmland, rural residences, and sections of undisturbed forest. The western portion of subdistrict B also contains commercial development. Subdistrict G contains residential development. Wetland types vary by subdistrict. Farmed wetlands are present in subdistricts A and C. Subdistricts B and D contain a mix of wetland basins and wetlands excavated from human activities. Unformed wetland basins exist in subdistricts E and F. No wetlands were identified in subdistrict G. Conclusions and Recommendations Completion of a Level 2 (field) wetland delineation may find that the wetlands should be classified differently; however, more conservative / protective classifications have been used for this preliminary offsite review. This Level 1 (office) wetland delineation is intended for planning -level use only. SRF recommends a Level 2 (field) wetland delineation and agency coordination prior to any construction activity within. the review area. Attached: Figure 1: Project Location Map Figure 2: Project Area Map Figures 3-11: Level 1 Wetland Delineation Figures 12-20: LiDAR 2-Foot Contours Aerial Imagery Precipitation Worksheets Page 203 of 617 Project Location Jackson Township, City of Shakopee Scott County State Location Map Corcoran Medina Lo Orono 104 Osseo Maple Grove Brooklyn Park Hennep Plymouth Wayzata Brookly Center Crystal New Hope Robbinsda MedidneLake Golden Valley bodI:n� Linnetonka Deephaven Gre unw 00d Dee pb e n Ex dsior Chanhassen arver Cha Jordan City of Shakopee/Jackson Township Annexation Area City of Shakopee a 1111.. Saint Louis Park 0 Hopkins Eden Prairie Shakopee Prior Lake 0 Scott Edina Bloomingt Savage 1 0 Miles Figure 1 Page 204 of 617 11111,111Ppop A "1"A111,11 PoAll 1,,U/AUUAAAJAAAAPIAUNUAle 0000000000000iIIIII Legend Study Area Figure Index Pu, '11111101,11111 , euu DNR Public Watercourse DNR Public Water Basin Municipal Boundary County Boundary 11, 111 Chauk , „1004 1"1"1,11""I'll 0000 *„,„„U„'''''''"„"1010110,'"10111110ovu 1 11,11,1111111111111,111111 1,1,11111111,11111,11,1111111 iP111P1111111111, 111111,,,,,,P ,,11 1111 110011111111111111111111111111111111111111111111111111111111 1111111111111111 111211111;11111`fAt''' 11„,„ A 111,11PPIA1,11 oppiii)11111111111,11,1,1,111,111111111111111111,1111111111ill„ „„„Ip1111110,0Io 0110o0 '111111,00,00011111111111111111111111111111111111111111111111111111111 1111111111 11 1111111 111,1",,p1110 1111111' 1 10,11,10.111, Project Area / Index Map City of Shakopee/Jackson Township Annexation Area City of Shakopee A 1111,PrAl 111 CtuArelt)u,,,,5„„AlliAri „011111,11111"1"11„111 11'11)11111"111111 1110111O!10,11'01'1,1pliplii,11p111111111„1„1"111„„,liool 1000,0,,,,oppo, ppoollo," , „, ,1111111 ),,,,N11110 thi„ 0110 1'11u, 11111, 11"1„pool 111111111111'111'11111111111' 1111111 II IploppmpoppoppopplApoo 1,111 , 11, „A 11 Api„„ 1111111111 g1P1,111, Ill 11 0111 111,111111 1 1 11,10110,111:111,,1111, 111"11111I '''"11'11‘tP111)1'11'11111111 1111111'' 1 PH 11 11 A 111,1, 1111111111 li,11 11,11,11111111, p 1,11111 ' 11111 IPP,111111111,001,1111111,11,11, 1,1A0p,PP piiiii,:,11,1111101111111111, 1011 1111111111111"11"1 '11111111 111 111111 I1111 1111111,11,,P111011 4„)1111,11111A01111000000101011111!.111 111111111111111111111111111111111111111 1111111111'11111111111111'1111111111111h11 II 1111 1111111,1.1.1.1.1.11111111111111111111111111, 1 1 1,1' I 11111111111111111111111111, 11111111111111111 1111111111 1100,11,11111111111111111iiiIIIII1,11,11111:1111:11:111111ippliii „101110,11111111101111:1111111111„ 111111111 hoo„10,pooppoppoppol 11111111111001„1„111,110.11.11111111111„.„ 11111111111111111111111,11 v0011„111111111111111101Ailyhimmi 'dopoloppopp01111„, pq,11.,,,,110111111111111111111111ip p 11111111, 11111 1111111'1""'''111111 11111 11111 101,11 4 11111111111,1111111111111,111:1111A111101111P,P1,11,111111111011110 11110,11 1111' 1111 1111111, ii 11111111111111111111111111,11111111111pIlipplippli,i, 11111111111111P111Plii1;111 11 00I10"1„,,AlloPIPp000Pii0PU „1„ lippoopm 111,,'''111"11111""' hIlly,11101 ,11111111,111,11,111,,, 1111 111111111111111111.1111111111 pp„ upePlalp 1'411010111tillpip 11 I 11 if 10,00 $ , / 1111111111111,1111,11111111111111111111111111111111111111111111111111111111111111111,1111111111,1111,111,11111111111011111111,011,1011111111111,1,1,1,1,1,1,111111111,1111111'1'11111111"'"100,),, 1111111111111111111 NM ut dr" uuu Figure 2 Page 205 of 617 11 1111 I II, 11111111111 11111111,1111111,111, 1 I" 1 oi111,11,1111, 1111111111111111111111,1 1 1111 11 1,11,11,1,1,011,111,,,,,,11 1 11111 1,?Ihhtio IholhOhoppophil IhIohoppippolophohoppoppOPIIIIhhhihh',"PIIIIIIIIIP,,plophOppoPIPPI111111PI111111 H11111111111111111111111111111111, 111111:111 11 Illooloppopoph 11 111'11 111 '140 II 1 11 11111101,„$„,„„, 11 10,0 1101,11, 1 II 10111 1 11111 11111110 111 11 111 114' 111 11 1 164‘11411"111'111 '111111 1'1111111 '"'"1111,14,11,1111)°' 11? 11111111111111114111140111111111,01,111 111111111111110,,,,, Legend Study Area Level 'I Channels Level Wetlands NWI Wetlands DNR Public Watercourse DNR Public Water Basin Municipal Boundary (“1111. .,10111111111111111111111111111,4. Level 1 Wetland Delineation City of Shakopee/Jackson Township City of Shakopee nexation Area 11111111 lop 11110hoholvol oppeopheoppeohooppoillIIIIIiii111111111111111111h11111 Po pool 00Ph00000hh00000000000000000000i:::::0.. I VI 1 '1'1'1, 1111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111 roloolooloolopor h",11, ,11..11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,11111111, 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111110,111111 phhhOlhhoolit ,1,111,1,,1,111111111111111111111!11111111111111111111111 II, 111111111 111111111111111111111 1, 1111111111111111111111111111 111111111 1111111111111111111111 111 111,1 11111111111111111111 1101111 00001111111111111111111111111111111111111111111111111111111111111111111111111111100 111111111111111111111111111111 1111111111111111111111111111111111 11111111111111111111111111111111111111111111 1111 oohi00000000lololoi00000m0000000000l00000°11111110001111," WN„'0 hithi )11o, 1)),, 11111111111,111111111111111111111 II 101'11111111110,110011101.,100, oloophoppoppoppoppoppoppoppoppoppoppoppahooppoppoppoppoppoppop 100001plopoppoO11111111111111111proolo iiiii1,1111111111111i1I1111111111111, i':11,10.11.111i..„'!111,111111illi,1111,011101„ 11 000looloil00000l000000000000000iiiiiiii0olloiiivoopit 11 'PPP" ',111111111111,11,11,11,11,11,11, 111111111111111111111111111111111111111111111111111111111111 li,11111111111111, 101111 111111111 1111111111111v1v1v111111011111111111111111111111vitylvIv1111111111111111111I, 11111 11111111111111111111 II 1 oriolli111111111,11 11 1 111111 1111111111111y1III1111111111111111111111111111111111111111111111111111111I1111111111111111111 111111111111i 1111'11111111111 1 iill00000000000000000lLoull]olloll 111111111111111111111111111111111 1110111111111111111111111111111111111111111111111111111111111110111iio 'III 111111111 1111111111111111111111111111; 1.1 ph000111111111111111111111111111111111111111111111111111111111111111111111111111111111111 PooppoppoppoppoppoolooP000mooPoioiolloi PIIIIIPIPIIIIIIIIIIIPIIII1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111100000000 111111111001011outtimotioutottomitioutiouppitiouto littllhPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPIPPPPPPlihhhhhihhhhhhhhhhhlhhlhhhh'hhhhh'hhhh'hhhhhhhhoPPPPPPPPPPPPPP' 11111111111111111111 1,11111111111111111111111111111111111....... PPolotouttor111111111111111111111111111111111111111111111111111111111 111,11111111 ..,,,,,,,,,1111111111111111111111111111111111111111111IIIIINI?1 11111111111111111111111111111111111111 P000pp1111111111111111111111111111111 111111111111111 III 1111 1111111111111111OPPOPPOPIIIIII 1111111111 1 111111111 I 1111 1111111,11111',11,11,,,,,l'1111111111111111111111' phoIIIII000oppiphollItiOti10000100000Por 1;111111111 11111111111111111111111111111111111111111111111PiPprol hoho 0,00 , poppiorolloppolloppolloppopolloolloPIPIIIIII1p1111111111111111111111111111POPPOPPOPPOPPOPPOPPOPPOPPOPPOPPOPPOPPOPPOPPOPPOPPOPPO'h"' h„,„„„i111111,111.1.1,1,11011ill 111111111 1111,11111,1111 11,11 1111i111:1011111:111 11111 111111111 11111,1111111,111,111,111111,111,111,1 11101111111 111111111111/1,1111111 111' )1 1.1 N,,,,,11111111,1111,11,11,111111,11,111:1111:1 111,1111111,1: 111 1,1 111111 1111 1111111111111111111111111,01 11111! 111:1111,,,1111111111111 111 11 III III 11,1, ,00,1,11,11' 1 1, ,„,111111,1,111,11 1,1„, 11111111111111iiiti 01 1:111111 11 11111 "''1111111110000ul000000lovo,,,,1110 11,11,1111111,11,11„1,1111 loppoliiiiio 1111111111111111111111111,111111111111111 p,11,ohhoh,y; 1 hhhh 1 Poll P IPOPtIo, ohoprohoohooh Figure 3 Page 206 of 617 '11'"',01101001111ooki,101,00111iiilio'"'"1 S°)1 11 1111,11111,11111111111111111111 ' "1 Iii111 01 11,11,1 11111111 1111111111111111111111111111111111111111111111111 1111, 111111111 111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ,1000000000000000000000000000000 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III I II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111i 1111111 11111111 111111 , 1111111111111111111111111111111111111111111111111111111111111111111, 1,1110110001111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111 11111111111111111111111111111 ,101111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111,1111IIIIIIIIIIIIIIIIIIIIIIIIII, 1,1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111IIIIIIIIIII, HI 1111 10,111111111111111111, 1111111 1 0101,11,11111111111111111111111111111111111111111111,1111111111111111,;111,00110010 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,111111111 100 11.100 °I,11,1110011,11111111111111111111111111111000000000001111,11111 1.111 11.1 "" 1111111,11, 1 11111111 1, „ 1,1111 11 I oil,' 111111111 111 I I 11 1111111 ill... 111.101,01:1111111.. II 10,11 11110,11,111i1111111111111 IIiilil!11,11111o1,,,,1111' 111,1, 11 '1,1111(J 1,111,i110,000011111,11, 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111 111 0000000 000000„„„oolooloololoolooloolool000ll 1111111 1.1.11111111111111111011o110100!Ilio:Iol000000f0000h00000polittl,„ HIlloo 01h1 \'1111111!"1 1111111111 ,,101011110 ou01000,„„„„„„„„„1„q4i1 p)/s/i„11 111'01' I opoo111 limm 1„ 11 IIIIIIII0000110 , 0 111"111II111111010„ „1,1101011,111, 00„0„„00,000000,00100„1„0„, 01,1 00 „„1„,„ 11 111111 IHI„ 10,111,10ol000moo1IIOIIIIIIIIIIIII 0001 „ „ 1„1„,„„„„„,„,„1„1„ 1101„01111 IIIIII„IIIIIIIII001111„0„,00000111000001,0111111111111111111100„„0 11„1„1„1„1„„1„0„0 0 11010,1„ 11011110000011 1111"II 111 11 10 1,0 1110 1111„1„.„.„01„01,001011 „„.1„ „„ 11111 „1„„ „0100010„„ pooll01,001„1101 , 11111 gill', „ 111111 01 „0„00000,0, 11 111 v.111111111 11111, 100 0000110000000,111,1,,,,11111111111111111111 11111111,000001,011,,,,,, 1110 11,11 111110 0 Level 1 Wetland Delineation City of Shakopee/Jadtson Township Annexation Area City of Shakopee 1111111111111111111111 1 111 111111111111 11 100 I 11.1111,1111,1110,11111,1111,1, 1 1,11,1,1111111111111111111,11,6,11110, Ii11.11111I11.1.1"%11 „1„1 .11 111 1111111111,11111111111,1,1,111,111111,11011111 1 11 111,110000,,,,,,,,000, 01111010111111,1 111111111 l000000l00000l0000m000s„ 111'111111'''111111 111„ 11111011101,110011001L,, „ 111111111 111 11 I 11 1111111,111111111111111111111111111111111 '1111111,1111111.11. 11 10 1111 111"11111111111,1,111, ,0000,0,01111111i II 111111111111111111111111111 11111111 11111111111111111111111111111111111111111111111111111111111111111111 11111111,1111111 0,10110111,I110110,1011111IIIIIIIIII1,1111,11,1000000000011111111111, 01k0,0 1111111111111111111111111 000000100000000101101010100010101011010101010101010101010101010101010101010100101m011010101000010 0010100101010100000 00v 00011 ,000000i1°' 111111111111111111111111111111111111 111111111111111 1,00111111„11;101'11'll'iliiiiii 11i1,'111 „1,)1 00,0000,111111111 III 11111111111111111111111111111111111111 l'0iopoollI1111111111111111111111111111111111111111111111111111111111111i)) „ „ 0 „ 111111111111111111111111111111111101111111111l00000000lim0000000;oo 01111'101,,,„!„110000000000011+' II II mvli „ ,,I11111110 1),11)it \)1?111) .141„ 1111111111111111,111111111111111111111, 11,1111,1,1111,10,00,0 Figure 4 Page 207 of 617 Pro' 111111,001,11,011011011,00.000,011.01. '1'1'11(i°'.1.'1.11''1111111'11111'11'1111111'11'11111111.1001111111.10, 01,""0000""01111111111"111;11,1 it°1111111111111111' 1111"det,(' 00001!"1111.1111111'1'1'll"11',11'1111'11"1";,"i'111",V"'1"""""1"1"""ligH""1""1"1"1"1"1"11"1"1"1"1"1""1"" ..,,,„....u.1.1„1„.„,„„„„„„„„„„„„„„„„11„.„11111111111.11111.10011111.1111111111111111111110111111111111111111111111.1.1111111111111111,101,111111111111111111111 11,0111101,111101101111111111111111111111111111111111111 11111111111111111111111111, II 11111,, 1111 l0000lllioll11""""11111111111111111111111111111111°V1111°.11'11111 , , 1111 1111 0.01.11.0010101010010101011111,11„, 1, 11 011100.0,110,11 11111111111111111111111111111111111111111111111111111. 111 1,,,11.111,11.1„01.01,111.11 11'1°°,111111111111111111111111011,11111111111111 11,11111,1 111111111111111111111111,,,° 111 ,11,11,11,111,1 rre 11111111111111111,00110111110011110. 11,1111.1.11 111111111111111111111111111111111111111111111111111111111111111111111 111111111111.11111111111111111000.1.0000, „11,1 end 1111111111111111 11 1,001.111 .1.111111.10,111111111111111,111.0,01111.1111011111110.1.11 11 111111111111111111O111111111111111,oll , lo„„„„1111IIIIIIIIIIIII1111,0111,1o,,, „Ill 1111111 „ 11,11,1IIII1111111,11,1111,11111,1 1111111111111111111111111111110 1,1111110 1,11, 010.100,1,000.0.010i11111111111111111111111.000,00,010.0,,, 1uOAr Lme11 Chann.l. Laval 11 Wetta 11.14 NWT Wet.ortdo ONR ONR pr, 11-1MuvJd Eicondar.. 11,01,41,111,„„„„„„101011111 1110 1 .1.1.1,1 011,1111111111,111111111 1.11111100,1, 1111111111111111111111111111111 1111111111111111111 II 111111111111111 Level 1 Wetland Delineation City of Shakopee/Jackson Township Annexation Area CIb of Shakopee 11,,111111111111111,10, 111111111111 001 1 1 11i101,11,1000,11111 11111111111100 111 ly111,1111111111110,11111,111,111,111,111,1111111111,111111111111111111111111,11,00,0110,11,111,1111,11111111,1 111111111 1111111111 1111111111111111111111111 111111111111111111111111 1111100oo000000 1"1111111"1""" 111111110ohl,,,lhohl"11 1111 111111111111111 , 1, 1 1111111111,11111111111 .111 '11""11 1.111111.1111.01,101,,.111111111111111111111111111111,, 1 411,, 11111 .01,1111,111,111111 1111111,11.11,110,11111101,1 1 1111.1 11, 111,111' o • 1,11,011,110,1 11,11,111,11 11111,111011111,11111111111111001101,1,110 1.1,111111.11 11111.111 .111.,5111111111111111111111111111111111,111,11.11 1,10,1111111111111111111111,111 .00111 1111,1, 11 11 11 11,1 II' 11,1111,1101011, 11111 11111,1 111 1 1111111111 1 Iiiii11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111100110 ,00 Ill00000000000000000000000000000000000000000000000000000000000ll00000iu1010 1111i10111111,11111111111110iii,l,i,l,11111111111111 11117111111111 111 1,11,11 111111,11111 01111111111111111111111111111111111111111111111111 1111 , „111,1111,111,1,1101111111111111111, ,,,11,,,,,0000000000000000110,1011111111111111111111111111'1,„"1"11' .o,t,,,o11111111. 11,11,,11111 1111111,11,111 1,111111111 ,111111:1111411 1111.1111,1101.11,11.11,11,011,11,,„ ",1,01.11111111,111,„ ' 11,1111 1111111111111111111111111, 111111111 11111111111111111111111111 l000l111111' 11' 0,11,1000:1,011111.1.111101,111,1,1,111'111.1i1 1111111111111111111 111111111 1111111111111111111111111111 11111 100 111111111111111111111 111111111111?1?1?111,11v?11111111111111.,;;;;... 11111111111111111 1111 „,„ 11111 11111111011. ',111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111111111111111111111111111111111111 1,0 1.00.00.00.0.1111,11 °1100 1111111111111111 10011111111111111 11111 1111111111111111 1111 1,111111111111111111111111111 1111111111111111,111,11,11,111,111111111111111111111110111111111111111111111111111111111111111111111111111111111111111111 1111111111 1111111111111111111111111111111,1111111111111 o o' 111111111111111111111111111111111111111, 111 11111111 1 1111111111111111111111 111 111 1111111111111111111111111111 1111 11111111111111111111111111111111 1111 11111111111 11111111111111111111111111111111111111111 1111111111111 0,0111111111141"rl 1111111111111111111111111111111111111111111111111111111.1. 111111 111111111 11111111,011111,11,111111, 1 11 111 1111111111111111111111111 1111111111111111 1111 1111 ,,,,111111111111 „01011111111111111110100,111111111111111111111111111111111.1, 111111111111111111111111111111111 11111111,111,11, 10000101111 111,111111, IIIII111111I'1111111111111111111111111111 11 1 1111.11111.1.1111111111111111111111.111,11 1111' 1111.111111100 11111,1111111111111111101,101111 ,,1111111111 111111111111111111111111111111111111 ttt 1110M1IN '1.1111.11.00.000000000000000000110 11,11111 1 oll0000000000ll111111111000o 111111",""111111 .11111111,111111111111 111111111111111111111111111 11 looloo1,110000000000110,11ooIlooO 11111 11 IIIIIIIIIIIII111111,111111111111111 10.1,00,000,11111111111111111111111111111 „1,,,,,,,1111,1111,1111,1111,1111,1111,1111,1,111,111,11,1111o1,1,11'' 11 11110 11,,,,,0000110111111111,1111111111 111111111111111111111 1, 1111111111111111111111111111 11111111 11111111111111111111111 4 1 Figure 5 Page 208 of 617 001000000000000000000000000000000000000,111,111,111 011111111111111111111111111111111101 11111111111,, 1,11 11,4„ ev ha City of 11000011111111111111111111111,11\1;;;;;11,1,11,1iii,i,, 111 ' 1111111,1111,11Y11 1 111111111111111,11,11,1111 11 11111111:11m111111111111111111111111111111111 11111111111111111111111 .110 0 00 00000,111111111.1111 11111111111 II: 111111111111111111111111111,11111111111,11111 "1":111:111,1",111"1 1;11 „11,11.1:11111111111111111111111111111111111.1 11111111111111111 11111111111111, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,11,11111111111111111111111111111111111111111111111111110011111111.1 h"i","""111111"1111111111111111!"1 11111111111111111111111111111111111111. 1111111111111111111111111111111:11,111111,1111 11111111111111111 111111,11111111111 111,1011111 „ III 1 1, 11 1.1111111 111111111111111 ' 11111111111'1111'1'0'1'111111111111111111111111 , 1 1 11...11111111111 1 1111111 1.01 11 1100001 1111111111 10111 III 111111111111111' 11111111111111 10 10 , 111111111111111111 „ 11 , 11,111111 1 1 111111111 1111 1 11,111 11111111.1111111.1111„I1111111111111111II11.11111,11,11.11 11 1 I 1 11111 . I 111111111 111111 III 1111 11. 1 1 11 1 1 1 111 111 11111111 1 1 III 1 1 1111 11111111 11 11111 111111111 1 1 1 I 1 IA .II. 1 1 II 1 11111111111 1 1 1 111111111111111111 0 11,000011,0001111111111111000 11 0, 1 1 I 11 1 11 0 . 11111111 11111111111111111111111111111111111 1 I III. . 11111,11 I 1 1 1,0,011111 01 11 .1. 11 ,1111111111111 111111111111 1111111111 111 1 11 11 1 „ 1,11,11,01111111 11111"11111"1"11'111"111111"1111! 1111111 1,11 11 1 11„ II .1 1111111111111 11111111,11111111 1 1. 11111111 1 111 1 11111 III. I 1 1 , Ill, 01100 11 11.1, 111 111111111111111111, 11111 11,111111111111, 1 , „ 110 1 I 11111111 1 HI 0110 11111111111110,00 1 11 1 1111 111 11111111111111 1111111111 111111111 1 , 1111111111111 , . ,11.1 I I 110111 111 III'''llilioilIlliIIIIIIIIIIIIHIIIIII ' 111,1,111,111 1 1 1 11 1 111.111 110,1111 1 1 101, 1111 1111111 1 1 1 1 11 1 111.1 11111111111111111111 .1 1.1 1 1111111111 1111 I III 1 III , ' 1,10 III 111111111111 1.1 111111111 1011011 III : 1 11111111, 1,111111111111111111111111 1 1111 1 11.1 101.111111111'11111111. land Delineation es/Jackson Township 1.111 1111111111 11111111111111111111111111,, til1,111111!ilill1111111111111111I111111111llio,11,11,011111111111111i111111,11,1?1"k11,111,11,11!,1,11!111,11,1111111141,114111 '1111100001,040,1,111,,11,101,0,11011111111111111111111111 1111111111111111111111111111111111111111111111,111111,111111111111111111111111111111110,/, ) 10111111111,,,,10,11,101,,1010101,10010011111111111111111111111111111111111111111111111111111111, 11 1111111111111111l00000l 11" x ton Area 1111v011111111111110111111111111111111 „1,,,,,,,,,,,,0111111,000,101,1101,111,10111,1010„1,,,,,11111101,1,10101111111010111,11111111111111111111 1111111111111111ffiffimmiffi'''""1"1111111111111111,!Ivollooll0000 )11 11 P00„ 11111111111111111111 ooll111111111111111111111111111111111111111111111111110000i P11"1"111111'.'1, „111,;111,1111 119111,111111111,001 111110111111111,11111111111111,11111111111111111111111111111111111111 10,0, 000,0000 Out ItO 1,01101100100000000001001001000000 I 1 11111 11 10„ 100,000?'Ill'Illh11111111 1'1)'1111111111111111111111111111111111111111111111111111111111111'111111111111111111111111,' 111111111111111111111,111,y1111,111,1111111111111111111111111111111111111111111111111111111111111111:11 lend lolo1111111111111111111111111111111lioy Study Area Level 1 Channels Level 1 Wetlands NW1 Wetlands DNR Public Watercourse DNR Public Water Basin unicipal Boundary 116111111111111111111111111111111111111 11,11111,11111,111111111111011111111111110111111111111001'111i11 1111101111011111,1100011000010110111111111il'111111011111,1011 00000000000001 1 111 00h1111111101111111111111111,010, , 111VIOirl, 111111,100 '1111 mmmmmmmmlimmmmm Figure 6 Page 209 of 617 0.1.1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Legend 1-7 Study Area Level 1 Channels Level 1 Wetlands NWI Wetlands DNR Public Watercourse DNR Public Water Bolen Municipal Boundary 111111111111111111111111111111 .1111,1,111111111111011111000,, 1,11,1)1fOlf 11111111 11111111 ,11,111,11,11111111111111111111111111111111111111111111111111111111111111111111111111111,1111;11111, ' ilti 111,1iii1k 11111111 111,1111111 Level 1 Wetland Delineation City of ShakopeeMackson Township Annex "on el!), of Shakopee ,1111111,1111110,,,, 1111,00100°1°. 100000,0it, 00,0J00,11,. Do 111111111111110000000Vvollholooll 1111111111111,1111111 1,,,,o01111ololl11111110111111111h0M0hvoi o0000011111iiii000100i111111'11111111111111111111111111iii 11111111'11111::::g::::::1111111111111111111 1111 11 11111,001olvvloholv 11.1100000011, 1011 ili*#00****pgi ;11711;112Efi I aigp /1(1f,' *II "' 1 ,01i10001,11J101 111110,11„110,,,,,,,, 011 ',00'11''''',i''°'''1:,'0110,11111111111111.1011111101'111111111111111011,111'1111111111110'1011111 ,,,i001111111111111101,11 11111 1.111111111111111111'11111111.1 11'1111111'''1111' ))'1'111'111111111111,111,111,,111111111111,1111,11,111101111,1,1111111111,11,111111111111111111111111111111111111111111111111111111111111111111111' lodof 111111 1,14, 1, 1 J111111111111111111„,„ 1111111111111111111111111111111111111111111111111111iiiiii,11,11111111ffiffimmil 14,11111111111111111111111111 1,11,11,111.1 1,111,111,111111 111111q111111 1\11111111111i 1111111111 11111111111111111111111111111111, „111111111111111111111111111111111111111111 11,11111111111110111olilloill111111111111111111111111111111,111:11111111111111111 1111111 oliii11111111111111111111111111111,i11111111111111111 111111111111111 1110"",,,,,,,""""""' 111011111:0000000011,000100000000000 111i1111 111111 11111111111 111111111 1111111111111111111 1111111 11111111111111111.11,11,111111 1111111111111 11,111111 mill11111111111111111111111111111111111111111111111111111111111111111111111111'1111111111111111\1111111\111111111 111111111111111111111111111111,1\111,11 11,10010,„1,,000000000000001011111111111111010,10,111111111011 001001100,1111,11111100001,011100111111111,1111„, 1:111111,,,,ffill.1:11.11;110111,10,11,10,00,1 iiifillii,„„„„liiiiii1111111:111111111111111111111111,11111111111110, :111111,1111111,1111111111111111011. 1.1111111111111111mi 11 1111111 1111 11111111111 11111111 000000000000000010i illoo 1:11111111111111111111,11111111111111111111111111111111111111iiiii 111111111;;;;;;;;;;Ir...11111111; :1'1111 1,1111,111,11,111111.1,11,11 11111111111111111 .111 111111111 11 11 11 1111111 , III 111 111°*:1"„11,01i!),1111',',,t1t0110°,,9111 Figure 7 Page 210 of 617 11111111110 00000 1111111,1 11P1111111111111m1IIIIIII1111111111111111111''' 0100000111111111111101000 1111111000,110011110 11111111 Ili 111 1111111111111111111 ,i11,0100,;„ 011410.11f0,00)11,,, 00000 1 1,10 0,1..1001 10 II II 1,011.11,011,1111,111,11101,11,111111, 1111111111 1100111 11111111111111111111111111111111111111111111111111111111"11111111111"1111hi 101 111111111111111111 111,111,111,1,111111111111111111111111 1,111111 0010001000000100 11111111111114 011°u 0 1111111111 11 111 0014,00010111111111111 11010,1„ 11010: 00101111111111111111 11111111111111111111111111111111111111111111111 III 111 '111111111111111111101111111111111111111111111111111°°1i11111 11111101,11111111111111111, 11, 1111111 11 1 111,100,00,000 100111111 111111111001 11011 111111111.10„1.11 „II 1111 111 11.11111111111111111,11111111111111111111,11,0011, 01,0010101,1010110111000 0,001000000001,00000101111111°1°,00,010,11,11111 11111111 100 ,0000000000001 '11111""""""!1111111111111 11111111111111 11111 .„001°°1100011 1111111111111 111111111 11410 11111110 111111111111 h0 111111111 1111"1"1"1"1"11141111111 11111111 11 h 1111111111,111i Legend Study Area Level I Channel* LeveliWends NW! Wetlands DNR Public Watercourse DNR Public Water Basin Municipal Boundary 11111 11111111 ovvu 10411 01 11,11 11111,1111 1,, 11,11, 11 11111111' ' 0 II 0 10 0 0111100i 111.111111,11111!1.11.21111,1111111161111-1111111111 Level 1 Wetland Delineation 00_ City of Shakopee/Jackson Township Annexation Area City of Shakopee 1,11 7) 07 ',14,404'\ / 1111111'0 4 4, #1, ,„) ShMwP.' ,,,// I SP /1,!1'"' -1.t. 1/111 $11iii.0119/ 11111 1'111,1 11,1,1.. 11 1111111111 111\111 1'1011111 4i110, , 4 ° 11 100, 14 1 11 11110'00110010000000000000000/1 ,p,#e ///// , 111111:1111011000000000:10,0010'11011:111I111,011111110 J010 111111, 011: 111111111:1111111111111' 1111111111 111 11111111111:111111111 11111111 ,/ // /94j// 11111111110""°"11" 0'1'10 1 000,00 II 4, 11 00 0010,000001 101010011111111' " ,414 :0011010000000000000000100000000 1110100.01,1„,,,,, 110,011 , -4, o );))) /)/iz ' ; 7/'! (ft/ „ )1, o 11 00,10 1 00 0 0 0 VIII° 111111111111111111111 0 0 010 0 0 0 0 0 0 0 0 0 0 0 11 010 1111111111111111111111111111111111111111111111111 A)00 mir$,001, ,10 "100 ,W( P,1 1,1111, , 1101111111111111111111111111 1000000,1101111111111100000 49 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111 1111111 suorosiosIIIIIIIIIIIIoni 1010101010101010101010101010101010101010101010100004'1411114 0000000000111111111111111111111111111111111111111111111111111111 1111111111121,. '1,,,,111 111111111111111111111111111111111111 1111111 1 1.1.11,111111111111111111 00111111111111111111111'1"I'11111,1,1 111.1011111.111,01.,1,''''' 141 0Iitio00000000000,000 00000000000010 1010„0,00000 ,,,,,c,(,01010111110110,10,0000,1111111100,,,, IIII11°1°111111°1111111111,000000100°101101IIIIIIIII0IIIIIIII010000000000000000000000tilllell010111111111111111110551111111111100000 "1111 1111111„',1 101 °11 l000000vh ''''0"4'10'0°000400III 111111111111111111111111111 11" 11111, 111 1 1i 1111111 11111111111111111111111111111111111111111 1,1111111111101.101 111111111111 1111 11111 I,,001000100000 0100°,01I1000100000011101 11,10,000110I010010100000000000000000000 0010111111111111111111111111000000000000000000000000000,' 11111 11:11111,1,11111111111111:1111111,111111111111111,111,00,1111,1,11111, 1 1,110110,,,„0000 ,..toowomiogio '0(7'1111100ir"Ic'0 011111111111111111111111111100101101111111111111111111111111111111111111 110,1000000000000000000000000 110111111111111111111111111111111111010111111111 I''''''''000000001111111111111111100 00011111 10,1011111111... 1111111111111111111111111111111111111111 111"1"1"1"1"1"1"1"1"111111111111111111111111111111111111111111!111111111111111 1111111111 101110 1,,,,,,11111.11.1.1.1ilt Figure 8 Page 211 of 617 Witt '111, , ),,,,',1111111,11111111' 11,1,1111 11 1,111,11,11,1,111 1,1111111'1 , ' I 111111 1111 ,10"1111111111,11111""illli!li 111,1) 1111111„.„ 1,1.1111? 111111111111, 11,1111110 01,11,11,1111111....„"'"' 111,'/ ? 11111111110;mrimmull „1"1„"h„1„11 1,11 1111 1111L111111.1 nd Level 1 Channels Level 1 Wetlands NWI Wetlands - DNR Public Watercourse DNR Public Water Basin Municipal Boundary Level 1 Wetland Delineation City of Shakopee/Jackson Township Annexaton Area City of Shakopee 1111111111111111111111111IIII111„"l7 ,111111111111111111111111111111101,1,1 1 1111,1 1111 1111 111 1,11,1111,1111„ 011111111111„11„„„„„„„„111„1111l111,1„11011,1 11,111,1111,111,11,11„1,011„,„„1:1111,1011,11111,„,,,I,11.111.1,1,1,1.11,,1111111...„ looloolloilill,„1„1„1„11,1111100„1„1„11,1111111111111„1111111111111111111111111,1,1,11,111111111111111111,1,101,,h1,111,filooloolli,\,,010,110111111100011,,..010100,1,11,0111111101 1,00101111111110111111,111, ool I 111111,111111111111111111111111! 111.11 1111111 11111111 111111M111111111111111111111111111111111111111111111 11,111,11111111111,111,111,1111111111111ffiffiffi 111111111111 00;;00000000 '011111111 hill1111'11111'1111111'11111111'1 .1001 11111 1"111111111111'1111 11111 1111111111111111111111111 1111 Illlilll"'"'„*11111111 „ y000111111111111i!p,'„„1,1„1,11'1"11111111111111111111111;01,0111,11""""1111„11"11111111 1111„:11111„1111111101,1111,1111,1',111",":„111"1111111111111„1111111„ffil 1,11010, II. 11l111111 I, 11 11111111111'11111°L11111111111,11,001, 11,„ 1111 '111111111111111 111111111111111111 1,11f11111,11111111111111111111111 1,111,1111,1111,1111,1111,1111,1,11'11 111,11i111111 1111 1,1 1,1,11111111,1111111 111 111111111iiiiiI,Ildf, 111111111111111111111111111111111111111111 1111111111111111 11 1111111 „ 111 111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,11111111111111111111111111111111111111111 iiii0111111111111111111111111111111ifill„l,'" 0000iiii,1111,1111 11111'111 11, „1„1„111111111111111i!11 " ,illir'"11111111111111111" 11 III 'II 1,11 "1„01111111111111111"1"lill 1111111„1„1"1"1„ ol; II 1,1111111111,11,11,11,11,1,111111111,1111 loll 11111 1„, 111„„, 1,11,11111:111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111.11.1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111:1111111:1111HLIIIII:Hio,i(p , // 1111 111 111111111 111111111111111111111 1111,11 11 111111.11111111''''' 1111111 11 1,110,11,11,11,11,11,11,11,11,11,11,110,11,11,11,11,11,11,111, 11,11,11,11,11,11,11,11,11,11,111,111, 11111111 1,11,11111,11,111,111,111,111,,,,,1111111111111111111111111111111111111111111111111111,,,,,,,,,,,,,,,, 11111111110 Illl1111111111llllll1111111111111111111111111111111lll" 111 11111 111111,11111111111111 111111111111111111111111,1,1,111„„1„„„1„1„1,1,1„1„1„1„1„1„11111„1„„„„„„1„1111111,11,111111111010111111111111111I11 00000011111111111111111111111111101111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,11;11111111111111„11111111111111111111„1„1„1„1111111111111111111111111111111;111111111111111111111111111„1, „1 1111111111111111111'11 7; 1111111 1111111111,111 1,11,11111,1111,11,1111,11,11, 111.1 11111 111111111 1,,,11111,11111111111111111111111111111,11,1111111111111" 1111,11,11,11,11,11,110111111111111111111, II1 1111111111111111111111 lilithill101101111111111111111111111111111„ „ „ ioiiiiiiiiiiicllll„„„lillltlli!!!!„ll1,11,1111„„„„i„„ "iv 1111111111111111111 11111111111111111111111111111111111111111111111111111 "1111 101 111 1111„iih„01„,„„111„1„0„1„1„1„1„1„1„1„„1111„1„1:1111111111,111y.:::::::111 111111111111111111111111 111111111111111, 1 I'lly111,1,1111, i 11111111 111111111111111111111111111111111 11111 II 11111111111111 000000„11 11111',,,0000000000000000000000000000000000000000000000000000 00000000000000,00000000000 ,4111 111,1 '11111111" 1111111,,,,iiV11i1,i, 1111 111111111 11 1111 1111111111111111111111 '1.1,,),1,1111.1,1111111 gre, II ill 111111111111111111'.111111111111111111111,111111 11111111111111111 II 11111111111111111111,11 1111111111111111111111 111'1111.11.111111111,11,11,11111111111111111 '111,1100 Imm11111111„1„11,11, I lop00000000 1111111111111111111111111111111111111111111111111111111111111111„ 111111111111111111 111111111111111111111111111111,111 1,1111111111111 1111,11,111111111,11,1111,111111111,11111111,1, Figure 9 Page 212 of 617 egend Study Area Level 1 Channels Level I Wetlands NWI Wetlands DNR Public Watercourse DNR Public Water Basin Municipal Boundary ImiliIiIiIiIiIiIiIiIiIiIi1,1111111111111111111111111111111111111 111111111 11111' 1111,000011110111001, I 111,11 111 1 °°' 1111 111111111111 111111111111 11111111111111111111111 11010001,1111111111111111111 111111111111111111111111111111111 111,1 11111111111111 111111 111111 111111,1,1O,11,111,111,111,111 11 1 10,111,11111,01111111111111111111111111,00110010 .1.111111111111111111111111111 it Level 1 Wetland Delineation 1111111 "II111111"" 11 1,111111111111111111111,11111,,,,,, 111111 "1111111111111111111 jI'111111, MM, IV I 111111 f oiiii11110 1, mim '111111111111111,11111111111111111111111111,,I ,11111111°1'111'1,,,,,,,d'1111/ ° 1111 111 11 111111 ih111111111111'111111111111111\11111°111'11111111111;1 1111111111i0,111 I 111, 11'11'111111111111'111"11;11,',',01,111,,,,,0111,100 „1000O 1,1111111111111111 10111111111111111111111OVOOOOO11,11101011 001 oo000001111 j11,11111110001111M1111,10,0010,00,01,11'''1,011,01110100MIIM1101 II, 11111111111111111 1111111111111111111111111111111111111111 ho 111111111111111111111111111111111111111 011 1111 1111 1111111111°1011°OOlOoloi,,,o1 0 0 City of Shakopee/Jackson Township Annexation Area civ of Shakopee 1111111 1111111, 11111111 111111111111111111010011h 1111* "MO0101 00o00);010;0111,111{'''''OO','!ii 111111111111111111111111111111111 11 111 1111111111111111111111 ,11,11111111111111111111111 1 1 11111111111111111 11111111 " 1111111111111 111111i11111111111,111111111 11111'111111111111111111,1111111111011111111111111 IIIIIII111111111111111111111111111 11,,Iiiiiommul111111111 111111 11111111,11,111111111111111111s1.11111111111 11,11,11,11,11,11111111111111111111111II 1I1 111,10111"11 imiliiiiy1111I111111111111111111111m11 III I 111 111111111 0 III 1111111 14111 1,1111111111M I 110 1111111011000oi 1111 1 11111111111111111 11 , 010Ito10,10,IloOliIr00000hllIlIlO1l01111OD01011IooioOoiooO 111 III Mit 0001010 011,011,011,1 m 0 1111„101J111 11111,0h 00111 1,11 1,11 11111, 0,11,11111,111,1111111111111111. 11101 ,11,11.11 „hi ,,itt000,000, I'lly"" 11111111111111100, 1111 0001000011101001011110111111111 1100001 11111 o10000101111111111 "11J 011 fool, 111111,111,,00 , 11,11,11 V 0,1,111111111111 1,11,11,11, m r ,kME1111 '1111111I 1,1,1101 1111 111111111111 limo, „ 000,1iihi ,,„,111111111111,111111111111111111111111,„1,1,.111„1111,11,,,,,,„ 111111111111, iollooloolooiiir, 1IIIII1101,111111111111111111110111 1111111111111111i:111,11,11,1 ,1,11111,11111,1"1"11111111111111111111111111,1,1,1,11,11, 10100001 01,1,11,1,1:0,I1111)1,11),0)1,11)0000 ill11111I111111111111111111111111111111111 1111111111100000000000110011111111111111111111111101111110111111111111111111111111 0,01II11000000000011 11011 1111111111111111111111 ,IIIIIIII11111111111111,00000 1111111111111111 1111 f /,11M,11111'111,11,11,1111,1111,11111,11''111,111111,111111111111111,1111111"1111111111,11'111111111'111'1111'1111'11‘1111,11111,1111111,11111,111111,'1111,111'1111'1111'1'11'1,1,11'1,1,11'11111'1111'111111111"1111111111,111111111,11111111,1111,11111111,111111"11,1111111,11111117"111"1111111111111111111111111111111111111,11111111111111,1111,1111111111'1111,111111111111111111111111"111111111'1)''",1 1,111,111,111,11,11,11,11,11,1111,11111111, h ell 1,1 II 11111111111111111 3111111°,0h 1411,111 11 I I II I I III I I ill I I III VI? II 1111111 11111111111111111111 I II 111111111111;ft° illill I I I I mfi III I I 1,0,01 10011101011111,1111,,,, 1,1 1,1,111111111111111111 1 11 1011,11,1111,1111,11,11,111111111111IIIIIIIIIIII1,11,111111111" "NI I NI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111 11111111111111111111111111111111111111111 1,1101,10,4001 III, 11111111111111111 1,),01111111111 m„, illibH111111,1!1111111 1 1111 III II 11. 1111111111111.il 1011 :1100000000000010000000000010 10000 112,,,,„„„11,11,11 10m00000000001111111111 11111 11111 1111111111111111111111 1111111111 11111111111 m1111.111 11.10011.0010000,,,,,, moifil 111 01, m 11111111111111111 1 1 1101 00001 1111111111111111111 1111111i' 111111111110111111111y 01.11,111 1,01 II 1111;,V1111111'111:101',111 111 vvvvvvivv 111 11/ 11111111111111111111111111111111111IIIIII111,III111111,1111111111,11,,,,1111111111111111111111111111111111"11I1"I111111111'1111'1'1'1'1111'111'111'111'11111111111111111111111111111111111111111,111111111111111111111101,111,111,11110111111111111 111,1,„1,11 11111,11110 11'11,111111111111111111"111111111111111:11110,11001010010090000000.10,011,11,1ool11100 II 111.0 il1111 .1111111111111 111111111 1111.111111 1 11 1010177 vo ;171 111 "111, " 011111111111,111111111111111111,11 111,111 111,01,, 000011110,,,,,I,,,,,1111111111110 1111111 111,111111111111111111 11111111 offlo00.1011111111111111111111111111111 111 1 00,111000 '1'1'1°'111''''1,1'1,'111111'0'111111111111'1111111'1111,111°1111111111111111111111111111111 lomill 1,01111111 0111 1 11111111111.11 lo,rtd111111111h111101110,11111111111101001,11,111:1t111,,11,11,1,,1111,1,,,,111101.)011111t11,01000 1,11,10 11 11111111' P 11111111111111 IIIIIIIIII 010110011,011011111 0010 0011011100 mins" 10momom 11111111111111, 1111110000001010001000000000100000,001000000000,00100,010111OOloolM101000,101,OO,,O111111111 ,IlIl „,,,,1111111 m;0111I 111100, '"1"01011I,IIII '1 hhoo1,11111 '11110,1011,11,,,,,,,,",1111111111,111111111,11000111r1 I 11,,„ 1 fl11,1,1 ' 00,00,100. 0000000001000010000ooimoo1010O1O111111011111111111, 111 111011111111111111111111111111111111111i1111 11111 1111 0 01111 10000000000000000001111111111111111111111111111111111111111 1111111111111111111'111111111101100 111111111111111111111111111111111111111111111111111111111111111111°V11111111111111111111111111''''' 11011 01100 oh 0010o0 0111111111111111111111111111111111111111111111111111111111111111111111111 111"1111111111111111 111011111100 11111111111111111111111111111110011111110110 001.11.111iiiii 1111111 0,1 1,1111m 0000,00100 111111 10111101110111 11111111111111111100MOOOO11111 111 11 1 1,11111O1111110 1111111111 mi''(°(111 11 11 1M '1h1111h 0000,00 m1oolO11 hoy 0 1111 11,11,11,11,111, 1,111111111111111111111111111111 loo 1o011111 0,111 hh it 111111 ihhoh,0101 1101,1111,01 01111111001011i1100000111,1MOOM,1,,,O0001010011:1111i,00O,1„,,,, olm111111 Ohl 11111,0111,11,1111,1101,11101011010111010101010„1„1„1„1„.„ 1111100 ,,, I ,„1„,,,,,,,IIIIII111111111IIIIIIIIIIIII1111111,1,1101001100111o1101,11111101111,1,0,11,11,10,11,1101111110 1111111111111 ,,,,,,,,,,,, 11 11111111111111 , 1111111111111111111111111111111111111, oolO0EM!11111OO11111111111101111011001,1100,0,111111111, 0,111,1111o01111111111111111111111111111!!000000!!!!:111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII00111001111111" '''11,O1i11111MMII'',,h.001111011,11 1 °11 1°1 ° I °°°1111 ' I 111111111111 1011101001,111111111111"1111111111 11 111, i 11111000001111111111111111111111111010,00 11 1100,1 1 m 11 111111 11 1 1111 loll III ;1'1 11111,111,111 I '11'1 111' 10 1111111 1.1111110111,,,,, or111,111111,11111,1110111:11111:1111! 111,111,111,111111,111,1111111,1101111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111101111,,Mol,111,11M11111111111111111111151 1111111111111111111111MM 111111M1 )11 001001111110,11,11111111111111101,10,01,1110,011:10001111011 111 11,111 11: 000,11111111111111111111,11,10 01000000000000000011111111111111111111111111111111111111111110110111101010M1011 010101,,, M 1111111111 11, 111111111111111111111IIIIi11111111111111'11111M;1 1111111111111111,1 1111 ,01111111111111101011 1111111111111111 11111101I00 oh ,,,111 01111 11'011,101,10,110111, 111 0110101 111 lohool000,00000o011100O IO,O1O111101111110101010110,00100 olO01111111 Figure 10 Page 213 of 617 11111111)111,11,111,1111, 11,11,1111111,111110,1,10,1111,11,001111,1010000000000000111111111111111111IIIIIIIIIIIIII1111111111111111111111111111111111,111111111111111111,111,0101001,,,,,......... .1.111„ 1111111111111111 1111 11111111111111111111111111111 1111111111111111 110.111.111111111111111111111111111i000000000000000000000000, 111111111111111111111111111111111111 11 I a, 1 111111111 1111 1111111 1111, 111111111 10,0 III 1,1 0,110,01,01,01111111111111111,1000 1111,111,111,111,111111,11111101111111111110111111111111011111111111111111,111,111,111,111000000000000000000000"""10"1"1"0000000000000011101011 000000000000000000000000000'""i"0"0"0"0"0"0"000i0,1011000100000i0itil101101101100000"10010ffiug.0„,;";11;11,1,11,,,,,,,' 0 000 0,0 000, 1111111111111 111111111"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1000000000001 1111111111111111111111111111111,11111"111101i111111111111111111i1111i1111i111111iiIIItIl1111111111111111100000000000000000111111ollIIIIIIIIII 111111111111111 1111111111111111111111111111111111111111 11111111 IIIII0IIIIIIIIIIIIIIIIIIIIIIIIIIII011111110010010111111,111111111111iiii111111111111111111111111111111111111111111 '1 iiiiiiiiinoll1111111111111111111111111111111111110111 1111111111111111 :00000000 11 1 1111 11111111 1111 11,11,1,111111,1111,11,,,, 111 11, 1111111 111111111, 11 101111, '1,1111 11,1111,1111, ,111 11,11111,,IIIIIII11,00,11 11,1,11, 111,11,11111111111111,",,,,,, 11111111111111 1,1,1111 ,1101,1110 1111111111,11111,11111111, 11,111111110000000p00000011111, 11 000i1111111i1iii11111111111100 11111,11111.0,,,,,,,,,,,IIIII11,„„ 1;11 11111,,,,, 11 1111111 11,111111111111111 1111 11111111'j 1 000011111111111111111 1111111 11011,111 I111 11„1„1„1111111,11:11„111,11 11 11 11„1„11,11111,11,111,11,111:1„, 1,1,11 111,11,1,11 I, 9 "I''111111111iiiii111111 1111,1111111111111,11,111,111,111111 1,111111111111,111111.1,1111,111111 1111111 11 111111111111111111 111111 000001001'0000iiiiiii0,001011111111 Legend Study Area Level 1 Channels 1 Level 1 Wetlands NWI Wetlands ONR Public Watercourse DNR Public Water Basin Municipal Boundary 11 1111111111111111111 10 1 , 1111110000000iiiiiiiiiiiiii,„1101111111I111111,1 I „Iv 111111 ittioutiouttutio 101 1111111111111111111111111111 511111111111 III,,4111111111111 1 1111111111111,111 1 III 11111111 1111111111 iiiiiiiiii1,1,1,1,1,1,11111111111111111111111111111111111111111111111111'jO' °air ii11111111111111111111111111111111111111111111111ii 111111111111,,"Ili 111111 111111111111111111111111111111111111111111111111 11111111 1111111111111111111111111111111111111111111111,010100,01010101010101010101010011101010101010101010,0,1,01111111111111111,1,10,111,111,111,11111 11111"111,00100001111010111 11 1111111111111111111111111111111111111 111 111111111111 III, 1111,00 111111111111111111 11 1111111111111111 1111'111' ill11 11,0 iol11011111111111 11,111,1,11,1IIII,111,11,11,11111111,1,11,11,11,111111111111111,111111111 1111111111111111111111111 111 Ii111,1111111001,111 11111111111111111111,111111 1111,11111111111 11,11,11,11,111 ,111 000011111111,11 11111111111111111111111111111111111111111111111111011011111111 111,11111;111100111111101010101010101010101011001100111111111111111100011001, 01 1,11111111 1,11.111111,111,111111111,10110,11111IIIIIIIIIIIIIPIIIII111111111111111111111111111111111111111111111111111111,11111111111,11111111111,,,,,,,,111111111111111111111111100, 11111111111111111111111111,1010,1,1,101111:1,,,,,I,;,,11,101011111111„1;;;;11,,,)4,,,,,II ,,,1,11111,11,11.„ 101010011,1001001,01i00,111111101111111 1111111111,11,111111,111 11:10 Ilmill11111111111111111111111111111iiillii 1111 11111i miiiiiiii11111111111111"""r11 Level 1 Wetland Delineation City of ShakopeeiJackson Township Annexation Area City of Shakopee 0111111111100100.1111111111111111,11,11111111111111111111111111111111111i01111111111,11111111111111111111111111111111111111111111111111111111111111111/IIIIIIIIIIIIIIIIIII00000000000000000001111 11111 1111111111111111111111111111111111111IIIIIII1111111111111111101,101111111111111111111111111111111111111111111111111111111 11111111111 1,111111111,1 ° 101,11111,111,k01111,1111111,,,"°,,, 11111111111,11,11, „ 111111i I IIIIIIIIIIIIIIIIIIIII.1111111111111111111111111111111IIIIIIII111IIIIIIIIIII 1111111111 Iiii11111111111111111111111111111111111111111111111111111111,111111111111111111111111111111ilililililililililililililililiiiii111110111111001001111111111111iimmmmmmmmm 1111 11,101101111, lioll'I'III""I111,111111111111,11111:111111111111111,1111,11, 111111,11,111111111 11111111111111111111111111111111'1"!1111111111111111111111 1000000000111111 11100110iiiiiiiii000001,11110101 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111, 11 11111111 11111111111 0100,0000000000000000,11101111111111110011111111111111111111111111111101111111,11111111111110111010101 IIIIII!,01111111,1111111111111111111111111111 1010110000111ilimmhmmmmh 011111111111,1111111111111111:1111111111111111111111111111111111111111111111 1111111111"""""""""""""""""""' 111"111,111,11111010011111,11iiiiiiiiiiiiiiiiiiiiiiiiiiiiii111111111111111111111111111111111111111111,111111"1"11111111 1 1111 11111111111111111111111 111111111111111111111 111111,11,11,11111111111111111111, 1111"1"111,11,111111111""""IIIIIII1111,111111,11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 1111111111111!11111111111111111111111111111111ffiffi iililililliliiiiiiiiiI1111111111.11,11,111,111,111„1111111111111111111111111111111111111111111111111111111111011 1111111111111111111111111111111111111111111111111111111,,,,,,,I, 1111 111111111111111111 111i1d11111 111111 111,1, 11111111111111 11111'11 IIIIIIIIIIII111111111111111 1,1 II11111111111111111111111 1111111111111 11111111111 10„ 11111010010,1111111111111111111 111111111111111111110,110110,001,1111 IIII1 11,101.111,1i1IN!,111,1111111111,11,11111,11,11,11,11,11,11,11,11,11,1111,11111111111111111111111111111111 1111111111111111111111:11.1 11 101111111"11111111,11111111111111111ni11111111:11 1,41,111111 IIIIII 111111111111111111111111111 11 111111 11,111,0,1,111111111111111111111111111110101011111111111111111111111,t11011,11),11111111,11.11111 0 011,11,1 11„1 1 111 1,1,11 IIIIiiiiiiiiiii01111111111111111111000,11 111111 Oil 1111111111111111111111111 100 iiii11111111111111111111111111111111111111111111 11111111111 11111111111111111111111111111111 111111111111111111111111111111111 1111111111111 11111111111111,111,1,1,1,1,1,1,1111111111 li000 vo 000000000 11,11,11111,11,111I 111111111111111111111111111111111,111111111,,,1111111111 IIIIIIIII111111111111111,1 11111111,11,11111,,,,,,,,,mm,11,110,11,11,110,111,01„,,,,,I,,1111 1,111111111111111111111111 1,11,1111,1111111111IIIII11111111111111,11111111111111111111111111111,111111111111111 1111 1111, 1111,11,1111,1111,111111111111111111111111111111111111111 1111111111111111111111111111111111111 10111111111IIIIIIIIIIIII 1111111,11 111111111111111111111111111111111111111111111 1 111111111IIIIIIIII,11111111,111,111,1111,,,,,,,„„:„,„„111 1111111111111111,11, 111,1 11 11 111, 111 111111111111111111111111111 111 1111111111111111111111111110 1111 1,1111,11,11,11 11 11 1111111111111111111111 001111111 111111;""1111101111111111111111111111111111111e 00001,11,1111 111111, 11111 111„111111111111 "1„1"11,1111100000111 1111111111111''''''"""""""111 111111111111111111111111111111111111111111111111111111111111111111111111,,Iimilli 111111111111111,11 o 1000 1101111 III, 1,,111110110001111.1,11 111,11,1011111111111,1 11, 11,11',011111111111111lp 11,1,11,111,1111111111101,110,1 A, 'A 11,11111 111111°1111111111111111111111111 111111011,110000000000000ili0o 111111111111111111111111111111111 "001111111, 1111111111111111 „II, 110100,11111111111111111111111111111111111111 1 00,1101 111111,11,0011111111,,,,,,„„„1„ 1111 11111111i111 10000000000110011000WiI4g,,' 1111 111111111111111111111111111 11 1111111111111111111110,111,1100 1011 °,111111111.1 .00 I .11 aii11111111ra Figo, ,,,,c,01111111111011; 1011111111143 111,•11111 1.00011 '11 ,„,,,,,,,,,101,01,11,11,111111111 Figure 11 Page 214 of 617 101 1111111111111111111111111111111111111111111111111111111111111111111111111,1 110,1,100,10,11,111,[1',11t111,':' 111111111111111111111111111111111111111111111111111111111 ,1K ,11411 )0,0! Art- 10041 '00,1, 1"11 0,0 040 101 web 9011 11'1 1,7 1 00).1 4001110,11, /fi$t110$1$10110 11111 'OA', 11.1, 011:41,0,01 °°11 1,111 '001-0,01 111 13441:10 181 1911 t I 0000,r1m11110 0000 11 01.1100100 00, 1110111i1V010'/* " 1114, 11,0 ,,114„, ,001001„ '1 1 , 0'0'01 " 1111 , IN 11°010 110100,0,01,10 , ,,,011,0"" 1 ,00101,11*4 ,11 "11' 0141M 01111 111111111 I 11 100000000000000100 001111,1111111111,11111111,111111111111111111111111111111111111111111111111111111!111,1111111111,1111111111111111111111 ,,,,,,,,,,,00,00,01,001000oo00111111111111111111111111111111111111111111111110011101111110 000 411111001/00://1001111(1 Legend Study Area Level 1 Channels Level 1 Wetlands OMR Public Watercourse Municipal Boundary 11,11,11,11,11,11,11,11,11,111,11,11,11,11,11,111111110,0 h00000l1,11,1[,I1,111[IIIII 111111111111111 010,01, 1111,111111111 0100010 11,1111111111111111111111111111111111111111111111101111111111111111111111111111111!111141111111111111111111111111111111111111 100,11, 11,11,111,11,11,11,11,11,11,11,11,11,111 1111 111111111111111111111111111111111111111111111111111111, 1,1111110 11111111111111111111111111111111111111111111111 0,1,111111111111111111111141,1111111111,11111111111111,1111111111111111111111111111I11111111111111111::!IIIIIIIIIIIII,1 1` 00000000000000000.110000000000'0'0'0'0'1"1"1"1"1"1"11'0'''";ill""10001 000 000poopo00001111111111110100100000001 1110 ,,,11,1„111.11111111111100100000000001„„„„„„„„1,,,,,, :00.00.00000000000000011101 ,10111,11,11111111111111111111111111111,1111111111111111111111111111111111111111,011111 1111111110 IhillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111h11111111111111111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIII„ 11111 1000001.01 ,„1010mmll100000000000000001001001iiiiiiiiiiii0001iiiiiiiii000 1111111111111111111111101i'l'100'1 010111 111 00oo01100000011111111111111 11'4 '111, 11 11111111,11 ,01,10r1,1' .111111,010000,0 110100000000000000000000000111111111 1111111111111111111111111 0,000,0010,010,010,0000,01001000,0000,00000000000000010,000,,,,,,,,,, 11111111111111,111,111111111111111111111111111111111111111111111111111111111,0111111111111,1111111111111111111111111111111111111111111111 10,0,11to,11:1111.101011'01'01010101001010101010101010101010101010101010101010101010101010101010101010101010101 1111111111011,101, ,n1111 '!)0001\000% 111111111111111111111'1114 0100000oo000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000001000°000,°°°000,111,01,'11°010'' •,,11r 111111110101010101010101010101010101010101010110 111111111111110011!!0011011 .11 11 1,,,,d,1011',"(ttitit7i 1110100000,,, 11/1VilliP/1,001r111,1'111111l111'001111('°1( 111111111111111"1,0,,, ,11111111111111111111111 1 , 1 11111,111,,,rio,,,,,,,,1111111111111111111111111111111111111111111111111111111 1111101000000000000000000000000000000000000000000000000000000000000000000000000 1,11111,°,1',VIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV111111111111111111111111111111111111111111 I I I 1111111 111111111 00000mo 0100 W1Hth 11111111 111111111111 LiDAR Two:Foot Contours City of Shakopee/Jackson Township Annexation Area City of Shakopee 11111111111111111111111 111111111111111111111111111111 0011111 1111 11111111111111111111111111111111111111111111111111,11,110 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111 I 11111111111111111111111111111, 0°11111111111111111111111111111ol000000''' 1101 10,1101,1111111111111111111111111111111111111111111 1111111111111111 11,11,11,1111111111,111111111111111 00100000000000000000000000000,1111110001100)11111111111111111111111111 11 10 000000 Oloolllo 1111 oomooloo0o0000000010000011111011 1111111111,,,i, o0111111110oro 1111 1 1111111111111101 1 0000000111111111111111111111111111111111111111111111111111111111011111111111111 111 110001001100000 01 10 I 11111111 0111111111111111111111110111001,1,1111111111111111111011 11111110110000 0001 111 1111111111111 11111 1111111 0011110010111010100000 .„„„„„„,1,11111111111111111111111111111,111111111111111111 ilh111111,111111111111 1111 1111 ,,,,,,,,111111 1'1111111'1 111111141111 11110 101011111 „0„1 111111111111111111 11111111111111111 11111111111111111111111111111, 11 1111 11,,,,11111011101,411 11,111111111'111111'r°,y 100 41,001111,0111100000011,0 0 4i714, 111 111111111111111111111111111111111111111111111111111111111111111111110010000111111111111110000000 01111111111111111111111111111I111111,11111111111111111 11111111111111111111111111111111111111111 100 1110000111111111111111111 11111111111111111111111 1111 11;000 'III 11,000000,111101110111111:0000000000000001 1110 11„, 1111111111111111111111111111111111 00,111111111111111111111111111111111111111111111010,,,,0000000001111,01, 11111111111111,,,,,,,,,,,,,,,,,,1111111111111111 11111 1100011111111111111110010111111111000000001111111111111111,1,11,1111,11,11,11,11,11,11,1111111111111111,11111111,1111111111111111,1111111,1,111,1 11111111 ' 10111000,1111,110,111'11";110101101011111,11110010111101,0001,1,111111111,°111111°01,11010°1000001 10010 1111111111111100 001101111100000000010000000000000000000111111111 11111111 °°' 110000000'm 1 111111111111111111,1111111111111 111111111111111111111 1111111111111 11111111111111111 00010 11111111 11111111111, 0111,11111111111,,111111111,111,0111011,111111111111,1111111111111111111111111111?„„ """" 111011 1111,11100,11,1111Mi'1,!, 11111111,11111 111,111,111111 011111111011 I 11 1 1 11,r:' \ 1110 111111111111111111111111111 Doomoomomm000001010l0000 ww 00,000,1101 11111111 01,11,11,1111,11,11,1111U hi'0111111111111111141111111111111111111111111111,111111111111111114444444111111111111111111011111111,,,,,,,,,,,,,,,,,,,,,,, N1111111110111111111111111111111111111111111111111111111111010011111111111111111111111 11111111 11 1 1 1 1 1110111111111110101111111111i 11111110 1111101111,111000000000 0 00000000 0111111111 000 110011 01,0111,00m1,,,,,,,,00000000000000000000000010100110011°011°01110101101101010100100110000l'Ioo'o''',"''' 111111111111111 11,11,11,110111111111110,111111111111111111111111111111,1,111111111111111111100111,,...„.....1 11011 100000000000001010001111 010,111111,111,1,11,111,111,1,1,11,111,111,11,111,10,1 111'111111111111111111'1 11111111111111111111111111111111111111111111 10011111111,1111111i1'111111111111111111111111111111111111111111111111111111111111111111111111111111111111JJIIIIIIILOIIIIIIII 11111111111411111111111111114111141111111111 000001 0000011110000,10,10,00,00,00,00,110, 1110,111 1111111111,11111111111111111111111111111111111111 ""0"010000100000000000i0 410„,,k0,,1011000010 l'1111111111111111111111111 1111 111 1111111 11111111010011111111,11,11,11,11,11,11,11,11,11,11,11,111, 0 11111111111111111111111111 11 11111111111111111 11111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111 1,1,11„ 11111i1,11(1,,, 11111111111111111111111111 '111'!11111111111111111141,11, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111 11111 111111,11111 1111111111111111111 loolool000„.„111111111Iiiiiiiiii1111,1111,111111111111111111111111111111,11,,,„1„ 1111 „.0010000000000001„00000000000„1„.........,100 111111111i1 111111 11,011111111111111111111111111111111111111111111111110111111100,1„io(, 111 III 1 4' ,,,,,011011 11111111111111111111111 P' 110 0 400, 400 1111,111110,..o 11001 Figure 12 Page 215 of 617 IInl I II IIII 11plllllllll,ll111 lWI 1111111111111111111,1111111 1111W11111111 NuI� 1111111111111111111 mlmmlllllllllllllm 1 uIIIIIIIIV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIIIII I IIImN lo�uuuuuuuuum 1IIVII lr I I P Itllllllllllll�1„„„„„„ llu uuuulW ulA'� uuI uluud1 uluuuumluuuuuuuuuuuuuuuuuuu10111,1 u ,11, unn�VV IIIIIIIIuNUNNNNNNNNNW IIIIIII o„„oo 111llllllllllulWllllllllllllllllllllllllllllll 111111111 1111�11;111 IIIIuIINlllllllllllllllllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII WW„„„„ IN r ,I 10010 lu « J r N III /r� 1119�1%I / uuuuuuouum I Yhd6VWlM �I�I� IIIII W1W1W1W1W Ill�iiiiPll111111�1iW11'VIMI11I1IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111100111111111111111111111111111111111111111111111111111111111111111111111111111111111111111110000 FFN'WIWIWIWIV11111111111111111111111111111111111WIuIWIWIWIVIN'WIWIWIWIIIIWIWIWIW WWIIIIIIIIII 11 IllllllllllluV 1i^luuuuuii u�Wllulmmmulll uuumumllluuuuml 1 1111111 uu IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIoljillpuuuuuuuuuuuu uuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu uuuuu u IIVV ^^ ouuuuum uu uuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum u ud11 111I0II�1u Vu IVnuulll ul 1 1 u mul 0I"111111 IIIIIIII III IIIIIIIIIIIull IIII;III1I11IIN IIWIIIIIIuu1 �111111 II 11 I1 11 IIIIIII mud 1 Im luau) uuIIN 1 liiiiiiiiiiiiiiiiWliiiiiiiiiii�lllllllllllllllllllllllllhllllllllllllllllllllllllllllllllllllllllll I 1 all a 11�I IIIIII I A� IIIII � 1 IIII " 1 111111111111 Ills 1 1 �I�`Il m off" 1 �1 Il IIIIII IIIIII �' a 11 lllllllllo WIW 111 « II lw IIII VIVIVIVIVIyIyIW llu VI II 1 11 uuuum �il 1 ylll uuuuuVlVVuuu III �u u' I 1 N W 11111111111111111111111111111111111 IIIIIII uuuuuu 1111111111111111111111 1 ll ll 11IIIIN'W'W'�M « Iv mu IIIIIII 1 I lull) uuu111 uum Illuuuuuuuuuu IIII I IIIIIIIII " MM .Ilk !.I1 1111111111 uuuuuuuuuuum1�ii111 m IIII I I1 Iy I I �IN � u u m 1� 1 1 111111111111 M M' I 1yu 1111WWW1 W W L tl1 J l u u u l l l l ll ) 1 11 u l u l1l I I VI I I 11 V � u IlI � o 1I I 0001000.000000000000000000000000000000000001111111111111111111 1111111111I°,00,11 ' 11000001111111111111111100 1I u ul �llmIuI1 I uuu m u 1 m uuu uuu1uuuu u u u u u u u u u u u u u u u u u u u u u u uu uu uu )u u u u Na u m u 1 1 1 1 VuV u lulll�°u, um�u�11�1 1 �1I 1 I1lla111 1l 11l WuW 11 Il,ymI1Vd 1Yu 1I1 11111uVVMIH'H�wVNw1�1NNMIu11�HMuN1y1IIVVm11 m uuuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuulomummu I IIIIII II ' 1111111uuuuuuuuuuuuVu111111111111111111111111111111111111111111111111111111111111 Flu II, mWNI111111WIV11111.11111lMlnnl 11 1 uuuuuu VVuVu lunlll u umI I + m lmol I r r r 1111111111111 Legendr---1 Study Area Level 1 Channels Level1Wetlands DNR Public Watercourse Municipal Boundary 000 ^^ 00 LiDAR Two -Foot Contou s 1111 11111111 11111111111111111111 1111 001 � m o l uim�p1uN VIIlIttI l uJu ml uuu auuulV l plll �l 1u llill l lll lIjIj iIlI uI I II IIVM IV 01111 1 111111 I 111111 uIIttIIV 11110 00u111111 IVIWVIuVIIIIII1 I1 I1 1uuI 1 II IIIIVwHlulu)) 1 I111 11 Y unu11u W1 1w,u1 y1�M u)lmuu1u�lHu�u uWu°Iul�uuuouu1uuuumuumu1m) 11I 1 Iu Imuu u l I . I d� ,I kN 111111111111 Wul1u11 Wlllluuull llllllll) I IIIIIIIIImI IlulI IIIII IIVuII1 „Dol u11111111IIIII «l11 III1I1Ww1WI I lll h I a r r IIduuiuu u q u il l o ° I l m l � . Im„11 1 Illlln��lllll �` 1111� IIIII° 1 1, ulllllllllllllllllllloo1111IIIIIIIIWI IIIIII � N IIIIIIIIII 1,1 IIIIII 11 uuu�pll1,1411I II IIII �Il 111 I"I muuu u1u mull NII IVI 1 11 I1 uuuVllliulllliiuj 1« liluulll l u u l N111 uu II III 1 mllllm I I 1 uuu lu 11 1 1 IIVIII I uuu V I luullml I llu Ill a III 1 1 u JVII'11° 1 IIIIIII lm 1 �d1 uulol� 1 ° 911IIIIIIIIII u m1 VIIIIIIIIII Vl °°I « m 1 u11 11 u11 1 l uu auk all fi1 - u 111� l Il�ll « 1 um 11 IIIII p m utl 1 uulw 1 ,.+yvmlpuml I IIVIII II III I IluW1i 'IW'41MRI11 III°1 a IIIII 1 00101110u111�� 1°,0101101010111111111111111111111111111111 IIIIIII m�llpllmll Mum IIIIIIu1111111IIIIIIIIIIIIIII,IIIIumN°IIIIII 11 III °iiii111uulull1111 VUII11 1 1 1u111111uI1111IVulli11IIIIl Ilug1i 1 II IIIou;1 0111 1 �'11 II Il�ul 11 lllliuuuuuliu umuu 1j11 III IIII NppIIII 111uuml0uuu111Vulum Imul a '� Vl lu 1111 uuIIlIlIlrtIp (uum VVu u i.. IIIII umMlNul l IIII!!I�NW „ IIIIIV uuuuu luuluuuuVlVll01 IRu � 1m1�1^^u��uhViryryii WIIIIIIIIIIII111,10N11 �i1u11 uuu l 111IIIIII0111! I1,11IN I IIII„,111,1111 11111111001 ll 1111tl 11 11' 11uhl 1' 1 City of Shakopee/Jackson Township Annexn Area City of Shakopee I II1 ,III I«1 111I11j1k UV «aii11uIII11 , 1 uu I wuuuuul I NI IIIIIII 1111, mIIIII I IIIII muuulllllllll IIIII III IIIIII IIIIIII 111 °IIIIIIIIIIIIIIIII ml'I W Wullh lull 11� I cull IIII IIIIIIIIIII I 11 III IVI ouVlllllllllll� 1 u1u0I 11ii111 II 11111iIW all IIIIIII Illlm W IIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIIuIlluullhluuuull IIIIIIIIIII IIIwlluj�llllllllllllllllllllllllllllllllllll!IIII IIIIII IIIUIIuIIIIIIIIII IIIU IIIIII�Idllllll u I IIIIII uu qull N 11 IIII )llllllll y 'l� � Illy 11WIIu111 lll�W I IN1�11111 q, 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIV luau II', uuuu m 100011,011110011 m I uuuuu I I u 11111111111111111111111111 mmum uuum u m uuuuuuum uuuuuuuum uuuuuuuuuuuuuu muuuuuuuum uuuuu ul I IIIIIIIIIIIIII IIIIIIIIIIIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIII111111111111111111111IIIIIIIIIIIIIIIIIIIIII uIIII 1111111111 � IIIIII uuum111 IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111111111111VI11N;uuVluu Ills I III II IIIIIIIIIIIIIIIIIIIIIIIIII Illllllllllllllmmll I; IIII IP11111 IIIII hllhllllllllll W�IWII W �III�IIIIW IIW�I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII l�i�l11,11111 II WWWWN�'� m11111111111111111111111111i,,iil IVuuuuuuuuul °W,1 1I11m1111"IIIIIIDSA10,0IIIIVII I11111111 0,1111 � „r u1 nlm mhu,v � 11 m' °"" PI" 'IIIII lii MII V Ilmm I mum II111uuuIIIIIIIIIIIIIl111WW `11 IIIIIII ullwlll'�mllllllllllllllll ^IIII I I I I100o I uu l r „ iil uu 111 10',111W mIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uuIIVNNIIa wINWu1INWl 1 �.���1"1111m1V1 IIIIIIIIIN 1111111111^lllllllVuuuuuuuuuuuuuu muumuuuuuul III III II N II , (WWI rtiN h�l ✓ �Il�lllil ullllllllllllll �IIIIuWI sit Ili uu mVlpllllllllll lull �� "V"11 �u1111 'llwiW'N y Il10111 Io IIIIIIII IkpIIRII N uuuuuluul VmIII 1111 mulI I\11111r� mIII�IIIIIIIIIIIIIII�II�yIIIp111N II m I1 WN n1WI MI1I1lI1lII1lIilIiuiiluul1ll1lu IIII1111111 IIIIII 1m11 I u lI1� I� I u) 1 NN IIII IIIIIIIIIIIII UIIIIIIII Illlll�i uu1ummuuuu 44fi1 1I0J llllllll Vlllllllllllllllll11111111111111111 I , 1 lm IllllI llluli Wr IMIII II IIIIIIII I I nN�mP111I1I11111111111111 III IIIIIIIIIIIIII uullllul�yuumuuuuuuull uuuuuuulllllllm IIIIIII IIIIIIIII IIIIIIIIIIIIIIIII IIIII IIII�� IIMI u II 111 Ilt�llllllllllll AU III 1 IN r r � ro/ i f �o r r r / � r a� r err / r ,r if r / r lam U r I rr Illlllllr u J � u r II nlulll 00 WN'h'NW NVII muuluuul ulul luau) llllillplllllllllll IIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII AIIIII 010 t'WIIWIN'WNlml'W all IIi11u111 lililI IIII 1111illlll uuul�ml I IIIIIIWN'WWIIIINNuuuuuuul�IWINuI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVummuuuuuuull �rM IIII uum //�� IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�WII�IW�IIIW�IIWIWIN'NYIIWI�IWIIIIIII��IIIIIIII�IIIIII IIII �f 1 11111111111111111 11 ,I1 (, tlll°Illlllllllll�llmlllllll IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII I 1 �/ 1I I II IIIIIIIIIII 1 II IV111111111111111111111111 II NUI rr IV Si uuuuuuul) uuuuuuuuuuuuumuu luuuuuuuuuuuuuuuuuuuuuuuuuuuuumliilu ul u mm u fWllluuu uuuu ul III t I��II IIiNW liilllll W 111111111111i111F II 111111111111 IrIN'I m u �IIIIIWIII II I IIII IIIIIII I« �� ' I IIIIII II % III 11111111111111111111111�111111111111111111 uuu i1f � 11 r IIIW IIIIINNW�W IIIINNI� � IW W IIII IIN pppAlY IIIIIII I N'A'MIVMNMIMN 111111111 IIIIIII 111 IIII IIIIIIIIIIIIIIIIIIIIIIIIII ryN Il M1vvvvvvvvvvvv,�IwNNwlvlvlvlvlvvlvlvlvlvlvlvlvlwln'wluwNNlww 'wNlllllllll lu IV uN N IIIIIII II 1111111111� u l l 111111111 Im1 IIIWuu U111�11 MNMMN uuu N m1111111111N1i1111111IIIIIII II IIIIIIII dNgry III1111111111111111111111111111111111111 IIIII l WWWW N lllll„V1p1 °111j1 W 111111 11111 1 0 1 I 111111111111 J,m MIM11m1M1u1NIM r i 11 ' Inlnm I n111111111111111110,I111110mIIIl II .11; IIIIIII 111111111111111111111111111111111111111111111111111111NNIIIIWI�P�P�II61111111 III �m 1 1111111111 VIVI uuuu 1 1i IIIIII I u N uu u1� (IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIII I I1 Iuu11 um IYIIIIIIIIIIY'illll 'lwll IIII IIII IIIIIIII uuuuuuuuuu uuuuuuuuuuum uum ullllllllllllllll NII 1 IIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IVu III�uuuul�;;;Vuuu �V1111Ii111°I����11111111111111111111111111111 luu 1 6111ulllllll IIIIIIIIIIIIIII1111111111 II lllllllllllllllllllllllllllllllllllll�llll IIII duuum IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIWI IIIIIII IIIIIIII IN IIIIII IIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII' I uum IIIIII "u IIIII ll WWIWIWIVuuuIWIWtillli!!!S 11111,11111111111111111111111111111111i IIhl uuuullW d 111,11111111111 'ululudlW NIIIWVuuIfW III 111 IIIIIIIIIIIIII lllullu 11111 III NIIIIIIIIIIIIIIII (uuuu IIIIIIIIIIIIIIIIIIIIIIuulllllll IIIIIIIIIIIIIIII IIIII 1;1111 IIIIII INN'Wllllllplllllllul ,1 muuuVu W 1N otlulluu �� Iml Wulh k III IIIII I 1 111111111111111111 IIIII IIIII IIII I NwNNwNuuu uuumullu uuuuuuuuumm uuuuuu 1111111,11111111111111101111101 IIIIIIIIIIIIII III IIIIIIIII IIIIIIIIIIIIIIIII I1IIIu1°IIIIII u11�m IIIIII II I N lu I IIII IIIIII 1I11IIIVIVuI1111111111111111IIIlU �II� 41III IIIIIIIIIIIIIIII II I II 1 uum 111 uuuuullll11Nl1IIIIIII j Plum I uli oiiiiil Ili �11 1 I uuuuu N m 1 N w liouilil II I N N NI 1 II " 1111111111111111111111111111111111 uum 1 I IIIIIII' IIIII I� d 1 IIIII I II 1liiii�W1 1 u�uu111.111mm11 u�...l l .11 1 1 1 all IIIII all 111 ll , , u � uVll IIIIIII `li IIIIII IIIIII IIIII lull � �Ill�;,fl,�luuumW IIIIII II IYI I I�w 001 I I I ulu a m�l IIII II IIIIII h um IIIII �0I I1 pIIIIIIIII uuuih IIIII IIIIIIIIII W IIIIIIIIIII II I IIIAII lllml, Imam cull ...,lm.11luuuuumuuuuVl�u IIIIIIIIIIIIIIIIIIIIII 0000in IIIII IIIIIIIIIII IIIIIII 1111111 III IIIIIIIIIIIIIIIIII I �l1^ IIIIII 1 0 uuuu IIIIWI u Im III 11 IIIII I luu 11111I� IMI IIIIIIII I III I IIIIII �I 1111111 I11III 1W VIIII111111 IW11 1111 I� uml I I 1 uum IuuMuu a uuum m 0011111 Illllluuk III IIINu IIII 1 II "IIIIII W 11 v1 III II m11111 INI H'I I 1 'III IIII 111 «11 IIIg611V1 u11u1p 1 Il ll 11 11 ' "IIII IIIIIIIIu1IIIIIIII w'MI'I' wlw I IIIII IIIIII IIIIII IIIII m11 uu IMII I I I 1 �u111u IIIIII IIII I IIIIIII II IIV III �� I IIII plul � I II�1 ulllll)" a uVl IIII 1 ��fMl� L�°IIIII III II ++ III C �II IIIII 11u 11''INNVII III lu IIUI IIII I I Iii ll I I l u„, 11 11 III I1 I I IIIII11111 I uVull 1111101 mullu I11 ou1119 u;lll uuuuu IIIII. ,1 «I«1111I1j Il, I I I II I III ;,IIIII II,II�III l,p� "IIIII 1 11 IIdljllullllllll III I IIIV nlmV,N 1 IIIIIIIII III lull 1 mi 1�iu1 all 11111UV luuuuuuuuuuuulullllllllllllllllllV�IIIIIIII IIIIIII wluMuM Mc 11111111 1IIIVIIWIou 1 INI(' II I III ululiuli iui1111111111' IIIIIIIIII IIl11uu11111111d1 Ill) 111111111111111110u I 'u Ililllll ll IIIIIIIIIIII WIW lillllllllll;uuum IIII Nrll� IWUI IIIIIIIII it IN uuuuuu eNll 1�� 111 IIo;;;;111IIIIIIIIIIIIII11 IIWI �NAI um ul WUWWIlWlW�"'IW� 111,00.00000000000000111111,101001 1111111111, 011 Vu II u iu�IIIII 111 yyupuuuuu u uum11VV WWIWIWIWIWIWIW W1W'WW'�MII III uuuuuuulul uuumul1 00011111111111111111111111111111111111111111111111 Ills u�lm�lllldlll muuuuuuuuuuu II IIIIIIIIIIIIIIIII luau ul IIIIIllllupuuuupuu IIII 1mIIV1 II II ° 0,011INIIIWI1,1;01 1111111 luuulVll 111�1�;i 1 11.11111111 10uV II«1 NN I � I " u Id I l Il Il Il I l l l r , IIII111111111111111111111111 llllllllllllllllllllllllllllllllllllllluuuuuuu Iww 11011,111,111010.1111111111111111111111111111111111111111111111111111111 1 IllIllllIl � � 1 1 I NW�IIVIII 000011111111 lllWN u11u11u11u11u1I1Iu1I1I I1IIu1I11u111u1111du1111Il191 11llllllli illlllul IiIaiIli IIl�1IVpu1I1IIuII6ullIl IuiI iIlillmlll11l1lmll1l11ll 0 1 u u l l l ' ' u u u pII d ll ullulNIIIIIWWWWWlllll IIIIIIIIIInmuuuuuluuu IIIIIIIIIIIIIIIIII°Imuuumuuuuuluil°IIuIIlu11 11111 VMNM pIIIlllWWI 1 III I1 II II � t q p'I�U I �IIII II II II II yII �IIV N I lI Il I I I I V � 11vuu11IIVII41,iV! 110011 ill' lyl III 1 1 I uuuVluuun a I,mluu I II�1 II, I III I>r, mlllllllllllllllllmlllll lllllllllll llllllllllllllllll I IIIIIIIIIIIIIIIIIIIIIII III I I�«tlr'ul[ ltl I i lu II ,rom, IIN uuuuuuul I I I 111 IIIII IIIIIIIII IIIIIII w111 uuuum I"""1Tum�'IVum I II 1 I I A 1�Y 1NIu uVN I IIII r+ uu Imlpll o l II ull�°IIIII WIW III uuuu pW�l IV1uN IIf � I )llllllll NI IIIIIII "lull uul, II II I u � lW III, 1ImI11 1l1NnuN1u1 Ay'�M1N�1Vm1iI1lN1iI1ulII IlIIll1VlI1ll1nlI1lll1IlIN11l IlI1yIIl IlII1lIlI1lIlII1lkIlI1lIIIH1I'111s I1«1lI11mN 111 Il1ull1W�lI1ul1ll1mulIIIlgNW1��mm1Ml11 1'tltl1Wwu 1"Ir�1lu"1I"uINI°II ImlIIII�u"ulIIII1l ImIIIWlNVI �II1 ul°1 I 11uII Il1u I� ldWuVluNuIlIIl1WWlIIYllIdlIl IlII ulVWl1lIlIlIluul1IIlWl1V1Il1rlul1Iu11II�,ml/I Iuv uII/W1W I1u 1�VI�11J1 I1llIWuI1I lII'lI1 /`lIIlm1 mlI1 IWrWII lII°I1 IiI1 1uIIl1�1 I1,11I1l1 rII1mIV VIm1IIImI 1 pyk Iml II IIIIm1 1IA11, p }Iu1uaf I,rm1 WI1Im� Ip 11� 1 IliI IIIII V°1Ip 111°'°1,1111111 l VIIp0II 1 p1I1�IuW°�I 1l, 41. ... W„,11 IWltm" 774' 11,11m Figure 13 Page 216 of 617 1,„,,,,,,,I,I,I,I,I,I,I,o1,11,'1!1,111111111111111111111111111111111111111111111111111111111111111111,111...11,.1111111111 11111,1,0 1111111111111111'1110d1, 4„,:!„11,i(";111111,'1,111!11''111111111111 11111111,, ' '1,,111'11'11°"111,'1,11 1111 1111,1111111t4',,, 1 1111111111111411'1'1'1: .11,1111111111111Vihiol 11111111,1111111111111111111111111111111111111111111...1111,1,1 111 VIIVir10010 1111111111111111111111111111111111111111111111, 11.111 11.11.11.11.1 11111111 11.11.111111111.11.1 0nd 11 1 11110","0"0,r 110110 t0;'fi, 1,40 1111 1111111 1111111 '11'1'' 111,11111, 11011,,,,,7,011 1111 ,,i0,,,0„„,11,1,14,1,1 II 1 11 '11,,Ilt,',11,1111.010001 ,ohm„ 111.1.11,10,1,1101111orliiiiiiiIiiiIiiiIiiiiiimoill011111111111111111111111111111111111i tato 11111111111111111111111111111111111111 I 111111111111;1„,,....1,,,1,11.1.1„01001111111111111111111111111111111110111iilliiiiiiiiiiii,illooloolooloilloolio,1„,1111111,11111 11111111111111111111111111111111111111111111111111111 111111iii!!!!!iiiiiiliiiimiliiilvvIvIvIviviliviwilli1111111,111111!,11111111111111111111111111111111111111111111111111,11 11111114, 111111 111111110 111111 11111111111111 0 0'111 ili1), 14:14 111111,11:,:. " 1 '1 11 '1111/1111111 ' "1 00000000,111,11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,1111111111111111111111111111111111111111111111111111111111111111111 '111111111111111111111111111111111111111111111111111111111111111111111111111111"' 1111111111111111 11111111 111,11111111111111111111111110,11,11,1110,11,11111111111111111111111111111111111,11111111111111N1111111111111111111111111111111111111111111111111111111111,111,1,111111111111111111111,11111111111111111111111111111111"11 1 111 11,01,111,1 11111 ,,,11',r,,1,„,,, 1 1 11 C'11,,11,,4,1111111111,11,111,11,11,110,!,1, cm,„ 1111 „,m,,,,,,,,,,1,11111,11 11111,111,11,4'r,!Itil$110,1„11 IT' 1 1111 , 1 1, ' I 'I'"1 .,11, 1,1?,,,,,,i11411'4,1,111,11, 1,11 1,',i',',,,,'',,,1,11111'1'1"ii''1111k I 111 11:1'''''''' 11 11 , "1, 1 , !Oa 1111 11 ,j,11,,,i,)11 11,1,11i1;tl , '11 01111,1,05 1151'111,,, tilt , t1011'1'4,11 , 1 0 111.01,0,01„010„1 ''''s'I'1100''''?'010410510,00 s'''''I',11000I10'11Z1,00,,,,,,0011111 ,t,',1:00„,00,1 itliu'I IIIIIII 011'40t10100IIII I ' Is I'll'i!'11" °0000110,1 I III' ,0541,'",0100 4100,004",;01,100.0 l'01' 11 1 e, III 1 1 0)11,0„,,01000 'fail 1,1 11,11 0001:0'0'1'1'1010110110010000000000000000001'11001,11111 10 '111111. , 111111111111 00 1,1 '11111111111111111. 111111111 , LiDAR Two -Foot Contours City of Shakopeeklaason Township Annexation Area City of Shakopee 11111111 I 1,1111 11111111111111111111111111 , ',01111111I11111111111111111111 0,01,0000,11.111,11 111000000,01 1,01 11111011111111111111111111111111110 10,00,0I00):„1011,000,1011I10011`10',1,01i1,100 11111111"11001000000,001101:101 olloohohoovoll000001i,11 ,0000000,000,00,,„, 1111 11,11111111111111111111?„10,111111111:1111 1 111111111111111 11111111111.111,111.11.11.011,1 111 1111111,11r 111 111,1 11111111, 111 1,11111111 1111,111, 111,111111111111111111141 1111 1 „,,,,10.1111111111.1111.11,111.111,1,111,11,111111 1111.11111111,,, 11.111.11,11 11'11," 111111111111,1 00.10.1.,110,10.1.1.10,111110.111111111111111111111111.11..1111:161 0 , 1,111I11 111,,Z 111' 1111 1,11, 111 11,„ „440,01,401r01#1?*100,11k,110, 1111 111111111111111111111111111 111111111111111111111111111111111111111111111 000000000000000000000000000000, 0,000000000000000000000000000000000000000000001 11 in°°°°°°°°°°°°°°°°°°°°1 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111 111111111 01000000110000.1.1,01III0001,1 111"11111111111:11111111111,1101101,11111101111!!!!!!!!!!!!!!!!!!1:000, 11111111111111111 1111111 0000101010,000, 1,1111,01„00, 011 11114•,0°,0,00;, 111000000 1111 100111110!10,101101101010001111,101001110, 11111111111111111111 11111 "I I I 1,0001' 1,0110111001000000111001d0I0I0IIIIIII 111111 0,00010I0000000000000 0,0,101'0;01' 111 111111111111111111 1111111'1111'111 1'111' 11111111111I1011 1111111111 11111111111111111111111111111111111111 1,111111,11,,,,1111111111111,1,11,,,i11,11111, , '1141, 1,1 Figure 14 Page 217 of 617 111111011141111,1,,,,1111111111111111 , ovollow, ihool0000000000000000„ II ,,,"11,1,11111 noon 11 11111In 11,11 11,11 1,011 ,1'1111,111111111:11111111 111,11,111:lionoil LiDAR Two -Foot Contourt City of Shakopee/Jackson Town City of Shakopee .1) 1111111111111111111111111111111 noxation 1 111111,11,1 I 1111111111111111,11,, 1111 111111111111111111111111111111111,10,11,11 111111111111111111111111111111111 111111111111111111111 111111111 1 11111111111111111111 11,1111111111111111, 11„11.11111111.1„1111111,11111111M1MH111111111I111111 11, 11, Ill 1111111 11111111 'llool0000000l, t.y,9 1 „ nd Leval 1 Channels Level 1 Wetlands DNR Public Watercourse Municipal Boundary 1„"11 "1111111 ',II II 11111111111, "''10'1111111111;111111,11,1111,111 poo„„,11,11111111111111111111111111„„„,,11,111,1111,111111110:1111,111.,„„„,L 11,1101,11,11,1110,111 111,, 1, le, 111 Figure 15 Page 218 of 617 111111111111111111111111111111111111111111,14,001111 1111111111111111111111111111111111111111 p11111111111111111111111111111111111111111111,00,00000000000000 11111111111111111111111111111000000000000000000000000111 111D1111111111111111111111111111111111111111111111111111111001'11;,, ' 11111111111111111111111111111 111111111111111 1110,11,11111,11111,11111,1111111111,11,11,11,1111,1 111111111111111,11111,111111111111 111,11,1,111!111 III 1.„1 '4,4f/ 110°,1111 end 1,1,1111111111111111 Level 1 Channels Level 1 Wetlands DNR Public Watercourse Municipal Boundary LiDAR Two -Foot Contours City of Shakopee/Jackson Township Annexation Area City of Shakopee 11111111111,„,,„„ 1111'1 111 11,10111111,111.61, "1" w Figure 16 Page 219 of 617 / Legend St Area Level 1 Channel. Level 1 Wetlands DNR Public Watercourse Municipal Boundary LiDAR Two -Foot Contours City of Shakopee/Jackson Township Annexation Area City of Shdopee 1.11111111111111111111111111,111:01'1?1111111,1111,11iiiiIIIIIIIIIIIIIIIij t,11.1.1,41...1.01,1:1111 OM/ iffir"P fri:„"'Y ,14,41 41,00, /41111;0!" h ,J0,110, / / 4 411, k gj ilmtgro , vre,,,,,,r10.0000000 , , 1 10'4, , /, 1 Figure 17 Page 220 of 617 00, 41.1,,,,joAts 411 h 11,1 ,1,11 id Slimy Atea Leyeil 1 (,',-htoriovitigi 1,,,tvirt 1 Weliformiti r.)Nri Put& Viluttempor. Btrurittary LiDAR Two -Foot Contours City of Shakopee/Jackson Township Annexation Area City of Shakopee 0110"r oaf , *01,011110#2 itp100,11 11111111111111111111111111111111 11111 101 n 110°,1100100,1001',01,1,01111 0000 l/ r 1000000,0011"1111;0100000,00,10 11101001,11,11,111,011 Figure 18 Page 221 of 617 Legend =I Study Area Level 1 Channels Level 1 Wetlands DNR Public Watercotsse Municipal Boundary 11,11111111111i kirit to1 11111,111111001111011111111 )1111,1,1 0000.1,11111111111111 inure 11,,I,,,I,,Iiiii111111.11.11.11,11,11111111 1'11 1111111 MlU LiDAR Two -Foot Contours City of Sh*opeeklackson Township Annexation Area City of Shakopee 11,1111111111111111,,,,,,,0900,,, ,"110;17,417f 00,i,t)gr 10:111210410 04,0,0114Q,,,,Simari044,0401,41,06101,6,1, 1,1 Figure 19 Page 222 of 617 gond 0 110 III (1111ool1111111111110011111111l0000000ir '1111111111111111111 1,11,,040,11 1,1 IVIVIV1111110,,,,,,,,,Alwillill11,1,y010,00,01,, 11'1,111111,, 1111111111111111110000000110000010111,00, 1101,1inolounnunnunnunnunn 0001111,111,11111111111111111111111111111111111111111111111111111111111111111111111111111111 0°°000001010000100000000n1OHODIIIV1111111101010111111111,110001.1101 II, 111 111111011011 111111 Study Area Level 1 Chennela Level 1 Wetland* DNR Public Watercourse Municipal Boundary LiDAR Two -Foot Contoun City of Shatcope n Town City of Shakopee ip 11111 1111 u, 11 1 1. „„1111"0111"'"0 1111 1111 11111111 ,1111,111,111,111,111,111,1111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 00000000000000:1000000011000,11111111111111111110100111111111111111111111111111111111111111111111111111111111111110000 010,1111111;i''','''''00'1011101'11111,111,01 ,,,,,,,,,11,1111111111111 111,111111 11111111111111 11111 , xauon Ia 111111"""""11111111111111!11111111,110111111!!!!,11,1,1,1111,11,01111111111;:0,0)111,10 1111.0„iiii!,111,111111111111,1,11111111011,1,11111111111,1„,,,‘,,,f,,Ff11,11,11,11,11,11, „„0„oo110000000011,I,„„lio,„00,00,„1011,„1,,,,,,„„1„,,,0100 r 11 (111111111111 111111110i° oil, 11111111111111111111111111111111111 11111111111111111 1111'11111111111111111111111111111111111111111111111111111111 111 flf 11111111111111111111 0 100, 01 , , 1,1101 0, II 1 '1 1111 110 1 1 00 0 10 0 1 11 0 I 11 II 0 I 0 111111111 111, 111111l0000 1 170.1.11.111111.11:11111100011'01' ID, 0 1 10r1,0,i,'1; ,,,0,0,00!);41110000010 00 '7'411111'u 1 1 1 01111 11111 III 1 1 '11'1'11111111111111111,111111111111M11111111111111111111111111111111111111111111111111000,101, 1111111111111 1111 111,1 11 1111 1 111 l'Illiii11,1111101111„ hiiiiii,111!111 I 1 k,1:1141, 100, 1 11 111,1 10,011i14:111 1!:11 111100111,, I I 0 0,0 1111 , 46" 1 "'III 1111111111111111 11,111111,1 1111111111111 1111111 11111111 1111111 II 1 1 1 III 1 11111 111111111 11111 111, 01111 I ,a Iv 111 111111111111111111,11111111111111111111,1101,111111,1111, 1 11111111' 111111111111111111 11111 oh11111111111111111111111111111111111111010000l000lhil,, 1111,11,1 10,101'1111111111111111111111111111111111111111111111111!!"111111'01111,1 I „I, 11„ 11111000 01111,11,11 11,11„11„001110111,111010 1 11 II 101h1111' 41110 0100101010 ,1111111110111111110 00111111111110111 1 I I 011111 1111111111111111111111111 1111:'„„11101111111111111111'1'1111111,„,„ fI1111111111111111111111W11111111111111111111'11' ,„ 10011 0 0 adtdditatfit 111111111" 1,10., 11,111111111 Figure 20 Page 223 of 617 ollml11111111 1111111ll`Illlllllli SHPO Data Jackson Township Annexation Area AUAR — Attachments February 2020 Page 224 of 617 MINNESOTA OT ARCHITECTURE -HISTORY INVENTORY FORM Property Location Property Name: Strunk-Nysssen (Shakopee) Brewery Complex Ruins Inventory No. SC-JAC-002 Address: 11086 Chaparral Avenue County: Scott City/Twp: T- R- : Quarters: Jackson Township 115-23-11 NE -NW -NW PIN: USGS Quad: RiC No.: 69110050 Shakopee N/A LUTMVl (NAD 83): Historic Context: Description: Property Information Early Agriculture and River Settlement, 1840-1870; Railroads and Agricultural Development, 18-1940 (per draft MPDF for Minnesota's 19th-century masonry ruins) Present Use: Not in use The brewery associated with these ruins was built by Herman Strunk circa 1854 and commenced operations in either late 1856 or early 1857. For a few months in 1859, it was rented to Joseph Ni h f and Company, after which Strunk ran it with Philip Dorre. Signage at the ruin indicates that Andrew Winker purchased the brewery from Strunk and Dorre in 1863. Upon Winker's death in 1870, the brewery was held by Andrew's wife Mary, who may or may not have continued to operate it. In 1873, Hubert Nyssen took over operations, subsequently marrying Mary in 1875, although she retained ownership rights. Nyssen ran the brewery until Prohibition closed it down in 1920. After Prohibition ended, the "Nyssen brewery was used as a distillery, a winery, and a puppy mill." The stone barn/granary associated with these ruins was likely constructed at the same time as the Strunk-Nyssen brewery, circa 1854. When the brewery became a distillery (Northwestern Distilleries, Inc., the building was used as a cooper shop. The barn/granary ruin is located approximately 160 feet west of the brewery ruin. It is noted here that many portions of these ruins could only be assessed at a distance due to fencing and safety issues. The Strunk-Nyssen Brewery Complex ruins are extensive. Of the brewery as it was configured in 1890, based on a fire insurance map of that year, the ruins comprise high walls and high wall fragments of the northern and western ice houses; malt cellar/malt and barley storage section; the kiln; the section housing the pump, water tank, malt mill, mash tub, and beer kettle (malt mill section); and the section housing the men's rooms. Page 225 of 617 cic \avvyr(t x)I - 0\!_.,- ( SN-JAC-002 Minnesota Architecture -History Inventory Form Page 2 of 4 The barn/granary ruin exhibits portions of the original building and a later addition on the east With regard to the original building, it includes high walk on the east and south, and a high wall fragment on the north With regard to the addition, it consists of high walls on the north, south, west, and east, the former two meeting up with the east wall of the original building. Bulkhead walls extend from the west wall of the addition. A single associated feature consists of a low foundation measuring 10 by 12 feet in area, located approximately 23 feet west of the barn/granary. The brewery appears to be suffering from fairly serious condition issues. The west wall of the northern ice house is vertically split and is leaning to the west, and only a small earthen embankment is present on its west side. The north wall is leaning north with no support, and it exhibits a major vertical crack and separation on the upper portion of its exterior. Another large vertical crack and separation are apparent on the interior of the east wall. Although the interior exhibits some whitewash or plaster, the exterior is suffering from major mortar deterioration, as is the interior of the west wall. The north wall fragment for the malt mill, men's rooms, and eastern ice house shows substantial deterioration of mortar, cracking, and separation. Its upper courses have been lost, although enough remain that the upper -story window openings are complete, as has the west end of the wall. The malt cellar/malt and barley storage section is currently being cleaned out and is undergoing at least some form of stabilization under the current property owners, who intend to use this section for brewing beer. It is not known how or whether the current measures will impact the historical fabric of the ruin. The kiln appears to be the most -well preserved portion of the brewery. Although the lower portion of the north wall has undergone some mortar loss, it appears to otherwise be fairly intact. The original portion of the barn/granary ruin exhibits fairly intact mortar on the exterior of the east wall and north wall fragment, the latter also retaining some whitewash or plaster. With regard to both, the majority of the interior exhibits the whitewash/plaster, thus the underlying mortar has likely been protected as well. The exterior of the south wall appears to have once been faced in mortar, but this facing is now only present on the lower half of the wall. Brick insets flank either side of what appears to be an upper -level doorway. It is not clear why brick was used here; given that the mortar facing extends up onto the brick, it was not for stylistic purposes. The threshold of this doorway has been lost, as have several courses of stone above the upper -story windows. The current uppermost courses of stone appear loose. While the interior of the south wall retains much whitewash/plaster and looks to be in the same condition as the east wall and north wall fragment above the level of the cellar, at cellar level, it displays substantial deterioration of the stonework and mortar. Significance Notes: These ruins have potential significance under the statewide contexts Early Agriculture and River Settlement, 1840-1870, and Railroads rnd Agricultural Development, 1862-1940 (dates per draft MPDF for Minnesota's 1 th-century masonry ruins). Consultant's Recommendation f Eligibility: Potentially Eligible Page 226 of 617 SN-JAC-002 Minnesota Architecture -History Inventory Form Page 3 of 4 ..... ......... Cd• ......... It22; ..... .. ..•••••••• ...... •••• . •• ........ ........ ..... ..... •-• - . • . ' .;• ''' . '' r • . . . " .. ... ..„ .. . ... „ ........ . . „ • . .. . ...... 4JLIinkigLIKEte LEPETiCINE-1 LOOKING EAST .. ; .. . ... . -", ..... -• • ... " .. .. • ........ ......... •-•• .... :,•37.”.;••• .............. -,•,•,,,, ........ AiNuo Emir 17. ... Page 227 of 617 SN-JAC-002 Minnesota Architecture -History Inventory Form VILE,!ii riga:WE:EViFk SW Page 4 of 4 Page 228 of 617 MINNESOTA HISTORICAL SOCIETY September 16, 1996 Mr. Stephen Duggan 4180 120th Street West Rosemount, Minnesota 55068 Dear Mr. Duggan: RE: Stnink-Nyssen Brewery, Jackson Township, Scott County The staff recently reviewed the documentation you submitted on the above property. The written material gave us good idea of the brewery's operation. However, when the snapshots were compared to the historic ric renderings, it reveals that the brewery is in a deteriorated condition. To better understand what remains of the complex, and to assess its historic physical integrity, staff would like some additional snapshots, ones that are not so close-up so that we can get a viewof the brewery. It would also be helpful if you could key them in tothe map you better over-all� provided (attachment a copy f which is attached. I am also enclosing a photo copy of the pictures you sent in June so that you know what images we have in the file. You note in your letter of 6 June 1996 that you are considering restoring a portion of the buildings. Can .you describe whichportions and what you will do with the remaining portions? Now that the staff ha s seen the original package of materials, review of the additional material should � more r ceed quickly. Thank you for your assistance and patience. p Sincerely, Susan Roth National Register Historian State Historic Preservation Office en l: Attachment XV Photocopies of snapshots 345 KELLOGG BOULEVARD WEST / SAIN1 [TL2 f'SOTA 5510-1906!TELEPHONE: 612 29 -6126 Two tunnels of similar construction are attached at right angles to the main caverns and proceed beneath the building north toward the DNR trail. Both of these lateral tunnels and the main cavern at the west end, have been blocked off and have endings which are structurally damaged or incomplete. One tunnel ends at the north side of the roofless ice house foundation. Ice House - The ice house is approximately 75 ft. by 22 ft. with 12 ft. concrete -stone rubble walls. The building extends north from the main brewery building and touches the DNR trial, The existing structure is roofless and made in the same style as the other buildings. It was shown in the 1924 Sanborn Insurance Map as connected to the main brewery by a tunnel. Distillery/Bottling House - This is a 22 ft. by 40 ft. stone and wood structure, located about 100 ft. southwest of the Main Brewery Building. It first appears on the 1890 Sanborn Insurance map described as a Distillery. It was referred to as the Bottling House on the 19 Sanborn Insurance map. The 10 ft. high foundation is rubble and mortar and its upper level is a peaked roof of 2 ft by 4 ft. wood framing. The upper level walls and its roof are covered with tin. It is in fair condition and was used as living quarters by the last owner. Cooper Shop/Barn and Granary - This building appears on the 1884 Sanborn Insurance map as a one and one-half story building and probably was an original structure dating back to 1. It has a stone upper and lower foundation, and is located 162 ft. west of the main brewery building. It is near the DNR trail directly north of the Nyssen House. Several stone walls and the foundation are all that remains of the original building. SIGNIFICANCE This Brewery represents an early industry supplying the needs of the many German immigrants settling in the Minnesota River Valley. It is a typical example of a small brewing concern of the 1880's with utilitarian building forms and underground cellars. The Strunk-Nyssen Brewery, later called the Shakopee Brewery consists of two limestone buildings and two limestone foundations dating back to 1855. Herman Strunk, a German Immigrant, claimed the site in 1855 for a brewery because it had a spring, access to ice from the Minnesota River back flow and a cool north facing exposure. The Strunk-Nyssen House National Registration form identified it as the first brewery in the lower Minnesota River Valley. The 1860 census of Manufacturers (Roll 11, Frame 42, Minnesota Historical Society) gave the Strunk-Nyssen n Brewery production as 500 barrels a year valued at $3 , 000. This same census cited the Adolph A1bacten Brewery, later known as the Humann/Heller Union Brewery, located 1/4 mile down the river and within site of the Strunk-Nyssen Brewery as having an output valued at $4,740. Unfortunately, the Heller Union Brewery is no longer standing. Together, the two breweries in Shakopee, represented 14 percent of the total Minnesota Territory breweries reported in 1860. Strunk's obituary noted that "Being the only plant in the valley, his territory covered a wide area and delivery trips by team were made all the way to New Ulm". ("Death of an Old Resident, 1904). Page 230 of 617 evt PRELIMINARY EVALUATION REQUEST FOR NOMINATION FOR THE NATIONAL REGISTER OF HISTORY PLACES NAME: Strunk -Nyssen Brewery LOCATION: Northwest quarter of Section 11, Jackson Township, one mile west of the town of Shakopee, Minnesota. Scott County CLASSIFICATION: Privately owned building not presently occupied. OWNER OF PROPERTY: Stephen Duggan, 4180 120th St. West, Rosemount, MN 55068 1 LOCATION OF LEGAL DESCRIPTION: Recorder's Office, Scott County Court House, 428 Holmes St., Shakopee, MN 55379 DESCRIPTION: ION: The Strunk-Nyssen Brewery is directly across the railway tracks from the Strunk-Nyssen ssen house which is listed on the National Registry. The south access is the dead end of North Chaparral St. There is also easy access from the north via the Minnesota Department of Natural Resources (DNR) MinnesotaValley trail. The DNR identifies the brewery with a plaque on the trail and a brochure (See attachments). The existingcomplex of bu i buildings i n s consist of the Main Brewery(ca 1855), the g Ice House (ca ,18 , the Bottling House, AKA, Distillery (ca 1895) and the Cooper Shop, AKA, Barn and Granary (ca 1885). MainBrewery Building - The L-shaped main brewery building is a concrete and rubble stone structure 100 ft. by 20 ft. which housed the men's quarters, the fermentation area, the early bottling facilities and the kiln. The northwest side of this building faces the DNR trail. Attached at the southeast side of the main building is a 40 ft. by 40 ft. structure of the same style, which housed the barley storage and processing facilities. The main brewery has major roof damage overall and requires replacing of all roof structures as well as the roof material. The kiln and barley storage wingof this building has had i e damage to the roof and structural members. The building has also fire r g the walls, � doorways and windows during rwa experienced structural damage to y the removal of brewingequipment in the 1950's. The repairs were made with non -historic materials: 1 cement block replaced stone, arches replaced with steel beams or angle iron, some windows were widened and the main entrance was altered. In some cases there was no effort to repair damage caused by enlarging a window or doorway, e.g. west internal window into the kiln. The mezzanine in the main building has collapsed for reasons unknown. Perhaps it was used as an attachment point nt for a winch during the removal of the processing equipment or collapsed because of the bowing of the outside wall facing the DNR trail. Beneath the mainbrewery are two underground man-made caverns 100 ft. by 20 ft • wide by approximately 1 o ft. high used for beer storage and for ai r� The caverns have semi -circular ceilings and walls constructed of limestone with concrete floors. In spite of the leaky roofs and ingress of water, the underground caverns are remarkable dry 166, The cavern ceilings appear to be in fair condition. Page 231 of 617 4 The Kiln Mystery Room(s) On the North side of the Kiln wall, outside and facing the wall, at Ground level are two r more bricked -arched openings of doors or windows barely rt� if/\�ism ��� iS/ti /3Ml\Y ti� 1 �r\� �tlYMiAY� I\Mrt� �to � M/a protruding Jinn about L 6 inches above v the level. These openings into the area below the concrete floor of the Kiln have been filled with loose broken brick. Question : What were the function of the room(s) and y were they rendered unusable by blocking their windows or doors? My _Plans for the Brewery Site I do not have any definite plans concerning the site other than to try preserve its historical attributes. I hope to get counsel from experts with respect the costs of refurbishing the various structural components of the building. Perhaps all of the three buildings could be restored. Immediate activities are focused upon preventing further deterioration of the buildings and the clean-up of fire damage and the years of garbage dumping. The roof of the Main r r r Bldg. needs replacement. Please call me if I can be of assistance to you. Sincerely, Stephen R. Duggan, PE Page 232, of 617 1 Impact of the Railroad The Nyssen house is clearly visible from the DIN trail looking straight South across the railway from the Original Brewery Bldg. This is shown in one of the enclosed photos. The railway was non- existent when the Original Brewery Bldg, was built. The coming of the railway, with its intervening raised track bed, certainly altered the pastoral access of Nyssen to his little Brewery at the bottom of the hill. It also may be the reason why the spring at the brewery dried-up. There are also indications in the other two buildings of the brewery that the buildings were started prior to the advent of the railway on the north side of the property. Both buildings show evidence of south- facing doorways and windows in their basements being bricked up as a result of track -bed fill preventing their use. 2 The Mystery Shed The barn in the NE corner Nyssen n House is shown as a "Storage Shed" from the earliest Sanborn Map of the Brewery Property of 1884 through the 1910 Map. What was its function? Does it contain artifacts pertaining to the Brewery? Even today, it appears that it has a plain cross at its pinnacle which was typical of breweries founded by Germans in the 19th century. 3 The Cavern Mystery Room We have discovered a subterranean room located enroute to the beer storage caverns. It is dry, approx. 15x15 feet square having no windows and only one exit and built in the same style and materials as the Brewery Caverns(brick arched ceiling and doorway, and concrete floor) . This room's only entrance had been sealed with concrete block(1920's?) and later unsealed by the removal of the two top rows of block. The room has no apparent structural damage and also has an air vent into it, Question: Why does anyone seal an apparently usable room with concrete block? I have my thoughts but am interested your staffs explanation. Page 233 of 617 Stephen R. Duggan, PE Consulting Electrical Engineer 4180 120th St. W Rosemount, MN 55068 612 423 3147 612 582 2844 612 423 6903 Fax January 5, 1997 Susan Roth National Register Historian State Historic Preservation Office 345 Kellogg Blvd. Saint Paul, Minnesota 55102-1906 Re: Strunk-Nyssen Brewery; Historic Determination Your letter of September 16, 1996 In response to your subject letter, I am enclosing several photographs taken December 11, 1996. Because of the dense folliage at the site, I waited until the leaves had fallen before taking the photographs to increase the visibility between buildings. The photos were taken at various points along an itinerary starting at the east end of the Main Brewery Bldg., thence proceeding west between the Main Brewery Bldg. and the Liquor Storage Building toward the Original Brewery Bldg., thence around this building crossing the fence at the corner of the property and returning east on the OINK trail. The enclosed photos represent about 20% of those which were taken on this date. I hope the enclosed photos will meet your needs. The remaining photos are available to you should they be required. A map of the property showing the location of the buildings has been enclosed to help you visualize their contextual layout. The following four discoveries have been made at the Brewery since my last communication with you which I present to you and your staff for your consideration and comments. Page 234 of 617 Staff Evaluation Sheet for: This property was reviewed by: The ro appears to meet National Register criteria: A. B C_ Context: Expected Conceptual limits: Expected Chronological Limits: Expected Geographic Limits: Part of State Wide Context: Potential National Register Priority Is there sufficient information to evaluate? What additional items should be requested? Please note any comments: D Page 235 of 617 MNSTIPO National Register Evaluation/Review Sheet Property: Strunk ssen BreweryJackson Twp Scott Co City/Twp/Co.: (-1-01 Submitted by (specify by name): HPC: 0). Hist. Soc. Individual: S. Duggan Unit of Gov't Fed. Agency In House Date material received: 6 Jan 97 Date to be returned to S. Roth: after Feb 12 staff meeting ' l information requestedoffice: 1 Sept (see letter) Date a (see attached staff evaluation forms) To be reviewed by: C. Nelson {Date) S. Roth (Date) D. Gimmesta (Date) H. Hruby (Date)_ B. Bloomberg (Date) D. Nystuen (Date) x S. Anfinson (Date) M. Koop (Date) S. Jordan (Date) J. Lauber (Date) Comments: Mr Duggan submitted a bound report with numerous photos. Please feel free to borrow the report to complete this review. The description and statement of significance which is attached, was previsouly submitted and reviewed by stag ge1246 of 9 FMR-8-300 (11-78) United States Department 'of the Interior Heritage Conservation and Recreation Service National Register of Historic Places Inventory—Nominaticn Form See instructions in How to Complete National Register Forms Type all entries —complete applicable sections 1. Name historic and/or common 2. Location street & number city, town state . S trunk -Hs s n House .. Hwy._ 1 Shakopee- Jacks on Township vicinity of Minnesota code 22 3. Classification Category district -.._ buildings structure �.�.... site . - object _. _ Ownership .. public . private . both Public Acquisition in process _being considered A7T*c fl,'iEiT � (&P4) • :For HCRS use only - .,*'i . -L=4..,,,......,1-.)-,.,,,-:,.-t,:.i..-t:,.i receive,-.,,: ti:.�' ..=.: date entered t ..i'- -7-":--,--,-4'-=-::,i.-:--:1-.1.-....- - not for publication congressional district Second county Scot t Status occupied _ unoccupied _ work in progress Accessible yes: restricted _ .• yes: unrestricted • --, • _ := 4. Owner of Property -- name street & number city, town Mr. and Mrs. Vernon Bjornberg Route 3, Box 1 Shakopee vicinity of 5. Location of Legal Description courthouse, registry of deeds, etc. street & number city, town Present Use agriculture commercial educational entertainment _government' industrial .� military code 139 -..... museum park private residence :..._ religious • scientific transportation other: state Minnesota Recorder's Office, Scott County Courthouse 428 South Holmes Shakopee 6. Representation in Existing Surveys Statewide Survey of Historic title Resources state Minnesota 55379 has this property been determined elegible? -,,,.i yes no date 1979 federal state court oca • depository for survey records Minnesota Historical Society - 240 Sit Avenue -Hill i1I House Descriptician Condition excellent good fair Check one Check one deteriorated _ unaltered ,,,..,X-... original site ruins altered moved date .. . unexposed Describe the present and original (if known) physical appearance The trunk- yssen House is located in the northwest quarter of Section 11, Jackson township, just west of the town of Shakopee. The house is located in a rural area now undergoing development. To the north and west is the railroad and the Minnesota River; to the south in Highway 169, the major transportation link in the county; to the east is scattered industry and the town of Shakopee. Portions of the Nyssen Brewery remain across the railroad tracks from the house but in a severely deteriorated state. The house was constructed in two sections (ca.1856 and ca.1880). The earliest (west) section is a two story red brick structure, simple in design, two bays wide and one bay deep. The large two story stone section (ca.1880) dwarfs the smaller house and makes a much stronger architectural statement. Constructed of large blocks of rubble stone set with mortar, it includes corner quoins of contrasting red brick; interior end chimneys; gable roof with central pavilion and oculus; and tall, slightly -arched windows with two -over -two lights. The - main entrance to the stone house is on the two -bay north facade , . facing the railroad. The three-way east facade includes -a-second-story doorway providing an outside access to the boarding house area. (The porch and stairway no longer remain.) central hall separating four small rooms on the second floor also are rerniniscent of the building's boarding house days. The Strunk--Hyssen House is in an excellent state of repair and has retained a significant degree of original design integrity. A small one room brick addition to the original 1856 house was added at the time the stone house was built. The current owners added a two car garage at the west end of the house and replaced an earlier porch with a - coverall porch on the south facade.- Markings on the north facade indicate -- that a porch was also located there at one time , Other buildings ..on the property -include a brick smokehouse and small frame outbuilding. Page 238 of 617 r 8.I.Significance Period ,,.,,.,_ prehistoric 1400--1 99 _ 1500-1599 1600-1699 9 _ 1700-1799 1 00--1 99 .-1900-- Areas of Significance —Check and justify below archeology -prehistoric . community planning .,, archeology -historic _ conservation economics _ education ... engineering �. . exploration/settlement philosophy industry — politics/government invention agriculture ,,_ architecture _art commerce _communications Specific dates ca.1856/ca.1880 Builder/Architect Statement f Significance (in one paragraph) — landscape architecture_ religion — law science — literature — sculpture military _ social/ music humanitarian - theater — transportation — other (specify) The Strunk-Nyssen House is primarily significant for its long association with the brewing industry in Shakopee, an important early Scott County industry. The house is architecturally significant as a well preserved nineteenth century residence constructed of local materials and showing local variations of traditional' features. Herman H. Strunk, a German immigrant, made a claim here and built the first brewery in the valley in 1855, shortly after the town of Shakopee had been platted. At that time h 'built the small brick section of the house as a home for his famiiy. The house is better known locally for its association with Hubert Nypsen who purchased the property in 1878 and also operated a brewery,at that location. Nyssen built the large_ limestone portion of the house ca. 1 +and lived there until his death in 1930. 'The first floor served as the family residence, and the second floor was designed as a boarding house to accommodate the farmers who had travelled great distances to haul grain to the brewery. Recognition of this house is particularly important because it is located in a rapidly developing area. Page 239 of 617 yf AMMIM ..9. Miajorf Bibiographica1 References • ,w, Coller, Julius A. 11. The Shakopee Story_, Shakopee: North Star Pictures, 1960. Neill, Rev. Edward D., Histor of the Mi_nnesotia Valley Minneapolis: North Star Publishing Co., 1882. 10. Geographical Data Acreage of nominated property less than 1 Quadrangle name Shakopee - -. IJIT References Ai14:5i9,3oI L±iIji.L4'1'°1 Zone fasting Northing c W E I t. I 1 _LI I I W W 1 I d l_ 1ILL! J Quadrangle scale7.5 eLl Zone Easting Northing LL 1 LL._J + t I LLI LIL.Li F LULL—LJ HW LL f LJ Lj,L Li t1 Verbal boundary description and justification The southwest •of the NE of the SEk of the liWk of the N , Sec. 11, T115N, R23W, excepting the railroad right of way crossing the northwest corner of the property. List all states and counties for properties overlapping state or county boundaries state • code county code state code 11. FormPreparedBy name/title county code Britta_Bloomberg . Research- Historian -Survey . organization Minnesota Historical Society- HFO street & number 240 Summit Avenue -Hill House - city or town St. Paul date July, ` 1 - ._. telephone (612) _2 -0101 • state Minnesota.55102 12. State Historic_Preservation Officer Certification The evaluated significance of this property within the state is: .,,�. national _state X. local As the designated State Historic Preservation Officer for the National Historic Preservation Act of 1966 (Public Law 9- 6 ), I hereby nominate this property far inclusion In the National Register and certify that it has been evaluated according to the criteria and procedures set forth by the Heritage Conservation and Recreation Service. State Historic Preservation Officer signature Russell W. Fridley title State Historic Preservation Officer date 0 0 .j a L1 c.i a' cJ] 01 a! Sri aj Z. c'1 , - 1 u'1 11) 1-1 CI3 LrP crl 3f+lt�N33.1 114, it J.J Z 0 0 �'i C.)o 0 4.1 �r'i 1..N ,1 �.J a C [f 1..1 0 0 'D 0 i. R00• so '0a'a)l "vu.zl.i.. . i1i02.j1 v c.i a� r• c c.i cn Eaai .va 4Cau0Oj.1 -L%...i..l..... {J] i-N u 0 L '1 trj D Z W CJ a} Z w1 * !-r1] ZO WI .► Cr‘ co Ca. 03 . al .0 1.11 ° ppi, ;2 r.4 c.n P--/ C.) Ell P--1 c IA D3 Z MS t I- ... Et ENNIIiP 0,1;11.0 01 ■J i1 +cis. 35tr' te1 5 e OD LF 4 e241of617 cb 0 0 elevation • 0 Q .61 OA- ''LPETF. 2 Page 242 of 617 ,i Pft Pft IINP 0 VI 0 • b 4.4 a eft Ch 01: u a t) a+ 0 v to C gh Ai el rr ak • f i Page 243 of 617 1I 4' 0 in 0 r4 0 elevation r nk-!iye a en House, Page 244 of 617 SC—TINC—U1 VI3IBLE FROM THE ROAD: Yes... To, IFEIVEOTA HISTORIC PROPERTIES II TE 1T R FORM f HISTORIC NAM: 'i (- r - -f COUNTY: 5cc* NT CURRENT NAPE: _ CI T 7 P .: LEGAL DESC.: NE, Ill /VW ADDRESS: 6E- _ CLASSIFICATIO Building Structure Object District CONDITION: Excellent Good Fair Deteriorated_ \?/_ SIGNIFICANCE: Local State National_ • Primary_ Secondary Other s OPEN TO THE P TBLI ; 3 es To Restricted PRESET T USE: :LL L C L r )1 OCCUPIED: Yes o__ DATE CONSTRUCTED: ORIGINAL OWNER: OWNER'S NAME AND ADDRESS: LOCAL CONTACTOR. ORIGINAL USE: L2,(_ ARCHITECT/BUILDER: FOR i PREPARED B ; DATE: DESCRIPTION: ACREAGE: Less than one acre Urivi REFERENCE: Page 245 of 617 c),c-Lc5D • I NI E TA STATE H I TORI.0 PRESERVATION OFFICE REVIEW AND COMPLIANCE DAILY NOTES Prepared by: Ted. Lofstrom Date: Friday, 13 October 1989 9:00 supposed to meet Dave Berg and John Winter at N ss n Brewery. Owner wants to give it to someone, is near Minnesota Valley Trail. Will go directly from home. went directly to Shakopee. 169 near Flying Cloud Airport all torn up, lots of delays for trucks hauling, etc. Beautiful fall color in the valley. Got to rendezvous point with DNR people at 9:10. Met Dave Berg, and proceeded to Brewery, which is at the end of Chaparral Road. Met Winter, others. Brewery is large sprawling complex of rubble stone and brick construction. Some parts appear to date to 1870s. Was shown through much of the interior, which is an appalling mess. Got down into one room full of small dogs, mostly chows and p kin s s, thirty, according to the owner. They all barked and crowded around us; it was like walking through a freshet of dogs. Smell was appalling. Next room had three dogs (the kind with blue tongues), with matted fur and matter- ing eyes. next room was full of pigeon droppings and feathers. Finally was shown out a back door which overlooks the trail. The brewery is a fascinating place, nearly a ruin. To the rear are several buildings that are roofless ruins. One has a precariously leaning wall that could fall on the trail The whole complex needs to be photographed, several . sections of ruins are dan- gerous and need to be dealt with. DNR has money for research and interpreta- tion because these buildings are subject of many inquiries. The trail is an old railroad grade, crosses the Minnesota farther west on an old swing bridge, brewery obviously oriented toward the railroad. Said I would track down what I could on the property and send it to Winter. In my opinion the brewery is not much more than a very well preserved ruin, although I do not think the principal buildings are in any danger of collapse. Then went into Shakopee to look at the Shakopee Women's Reformatory (or whatever) . A group of four two-story brick 19 ' s public school style build- ings, in very good shape. Excellent integrity, architecture is notoutstand- ing. Entryway to principal building has very nice limestone detailing. Site has excellent view of Minnesota River valley and Rahr malt elevators, would be perfect rehab for apartments. Page 246 of 617 R 3DO (11-T69 United States Department of the Interior Heritage Conservation and Recreation Service National Register of Historic Placers inventory --Nomination Form See instructions in How to Complete National Register Forms Type all entries —complete applicable sections I arne historic and/or common Strunk-Nyssen House or FICRS use only elvd;-.. ate entered - 2. Location ftuir street & number city, town state Off U.S. Hwy . 169 not for publication Jackson Township Shakopee vicinity of congressional district Second Minnesota code 22 county Scott code 139 3. Classification Category district building(s) structure site object Ownership public X private both Public Acquisition in process being considered Status occupied unoccupied work in progress Accessible yes: restricted yes: unrestricted no 4. Owner of Property name street & number city, town Present Use -_-- agriculture commercial - educational - entertainment government _-. industrial military Mr. and Mrs. Vernon Bjornberg Route 3, Box 10 Shakopee 5. vicinity of Location of Legal Description museum - perk private residence religious scientific - transportation other: state Minns ota courthouse, registry of deeds, etc. Recorder's Office, Scott County Courthouse street & number city, town 428 South Holmes Shakopee state Minnesota 55379 6. Representation in Existing Surveys Statewide Survey of Historic title Resources date 1979 has this property been determined elegible? yes _ no - federal state county _ local depository for survey records Minnesota Historical Society - 240 Summit Avenue -Hill House _ Page 247 of 617 city, town St. Paul state Minnesota 55102 ollml11111111 1111111ll`Illlllllli Ik Traffic Memo 11111111111111111 Jackson Township Annexation Area AUAR — Attachments February 2020 Page 248 of 617 ' SRF No. 11925. 00 To: Steve Lillehaug, PE, PTOE, Public Works Director/City Engineer City of Shakopee From: Brent Clark, PE, Senior Engineer Matt Pacyna, PE, Principal Date: December 20, 2019 Subject: Shakopee AUAR Transportation Analysis SRF has completed a transportation analysis for the Shakopee Alternative Urban Area -wide Review (AUAR). The study area focuses on development scenarios within Jackson Township, which is generally bounded by the Mn Highway 41 bridge to the west, County Road 78 to the south, County Road 79 to the east, and US 169 to the north. As the City of Shakopee moves forward with the southwestern orderly annexation area within Jackson Township, it is important to identify anticipated development and mitigate potential impacts associated with development. Therefore, the purpose of the transportation analysis component of the AUAR is to focus on potential development impacts to the transportation network. This analysis will collect updated traffic counts, identify land use projections in the development area, understand potential impacts to the transportation system, and recommend mitigation to provide safe and efficient operations. The following information provides the assumptions, analysis, and recommendations offered for consideration. ill IIIIII1 Development and transportation within the project area has been discussed and evaluated over the past few years. Previous efforts have included the Scott County and City of Shakopee Comprehensive Plans, as well as other development related traffic studies, such as: 1) Hy-Vee Development Traffic Impact Analysis, Kimley-Horn and Associates, (June 2016) 2) US 169 at TH 41 Intersection Study — Existing Conditions and No Build, SEH (November 2016) 3) The Bluffs at Marystown/Windermere Traffic Study Update, Westwood (July 2018) These efforts identified potential area land uses and transportation system improvements. In particular, the Scott County 2040 Comprehensive Plan identified County Road 78 (CR 78) as a future study need, as the roadway is identified as a potential functional classificational transfer to a principal arterial. However, none of these studies took a comprehensive review of the study area to understand how the overall transportation system is expected to function as area improvements and/or development occurs. Therefore, information from each of these studies were leveraged to assist with the Shakopee AUAR Transportation Analysis. www.srfconsulting.com 1 Carlson Parkway North, Suite 150 I Minneapolis, MN 55447-4453 1763.475.0010 Fax: 1.866.440.6364 An Equal Opportunity Employer Page 249 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 2 IIIIII IIIIIIya1 IIIII1 IIIIIIi Existing conditions were reviewed to establish a baseline condition to compare and determine any future impacts associated with future AUAR scenarios. The evaluation of existing conditions includes various data collection efforts, field observations, and an intersection capacity analysis, which are summarized in the following sections. "' IIIIII 1111 The following study intersections represent the primary focus areas of the AUAR. These intersections were identified through discussion with City and County staff as they relate to potential development impacts, as well as future area infrastructure needs. • Mn Highway 41/Rail Frontage • Mn Highway 41 /Dem Con Drive • County Road 78/Emery Way • County Road 78/County Road 69 • County Road 78/County Road 73 • County Road 78/County Road 15 • County Road 78/County Road 77 • County Road 78/County Road 79 • County Road 69/10th Avenue W • County Road 69/Chaparral Avenue • County Road 69/Vierling Drive • County Road 69/US 169 North Ramp • County Road 69/US 169 South Ramp • Marystown Road/US 169 North Ramp • Marystown Road/US 169 South Ramp • County Road 15/County Road 16 • County Road 15/128th Street W Specific development access locations were included as part of the future operations analysis to help identify area infrastructure and traffic control needs. This included two (2) locations along County Road 69, as all other development access was assumed to be located at existing intersections. IIIIII Illlli Intersection turning movement counts from previous studies completed within the area since 2015 were reviewed. Previous area data included weekday a.m. and p.m. peak hour counts during various months of the year, which were used to help identify how area traffic volumes and travel patterns change within the study area. This data was supplemented with new intersection turning movement counts collected by SRF the week of April 29th, 2019, at several locations to ensure data within the study area is current. It should be noted that the CR 69/Chaparral Avenue and CR 69/10th Avenue intersections were collected by SRF in June 2019. A summary of the traffic data collected within the study area since year 2015 is illustrated in Figure 1. Page 250 of 617 GI/o44;/ uvvmfr ,�.,rpyv �v'"i�ur �vr, m % rryW9rvf�u %N%iJ�� r f�✓i r, tig`�,J,r�, gS MI`YNO/p ' ii ��"�Mrrrrrar�A6%Ii"' 1�i', i �llHrmt��uryiv'�%ml1 �% ynr AO.* lGIl ik{G 'vf'JNY �i or, /1%/r,i Jlffii / wn N %L i *Atyrf ** omml//�/Jll�l'/imi /ai'r/'0/ p� w / d'1/, r, rerrrlr o /rr�rrr i )�0 rrr, ,r !Nfv� 4frr1 yK/,/kelU JU�'d/J ' � ade' lJ/ rn ��NJ 6J ,°rv//t'> L /���/ 0 i :2! dIYK l: l not 0 i/%is/f 1%// l %v/�oi0rr a� // ���dlfhbrlly'Y'%nly� r./I/''� �f r / ri i oi00r ,rnprr (11//a0r rr r,,r ry rrinr r / r rir/%ref rfrai/ +' rmiir r/, "m pirr 'I ,�V, Yy/ rnr 1rr rn � r �% ll�% r (�r /'�v'�oJ/.'�v,1i'r, /u'i2rir�ry a �NS'rir 'r�'rr �lo �d��lf�fi Jh (ul„4, lli %Jl`l 4ii irr/ r /ir ;,;, e '' 1 / f lr y r/ m �l 1i /��ia r r�orioov y. rr/ �4`9��yyy� m6IINIU Nm(mr % Nw/ l o UN e /n f it j � lA/Ill f� a/� Ya ° i��fir j% � J%� % i �,� yimfd��vx IOia�irlvi 'rN 11J,9P7' Traffic Data Su CD — cn 0 0 0_ cn I..L cu ^ '< /W W o 0 C� U Page 251 of 617 Jpa i(JewwnS elea ai}jeal 1,06!d/S0Jn6!d\Sl\9Z61,1,\0001,L\spefoad\:H Shakopee AUAR Transportation Analysis December 20, 2019 Page 4 Traffic data collected previously (prior to 2019) was modified to reflect current conditions based on the recent counts collected in April/May 2019. Additional adjustments were made to the existing turning movement counts to account for the following intersection conditions: • County Road 69/US 169 South Ramp: In the Summer of 2018, as part of the initiative to transition US 169 from an expressway to a freeway, the Mobile Manor mobile home facility access along US 169 was closed and a Frontage Road was provided to access the mobile home facility via the CR 69/US 169 South Ramp intersection. Traffic counts occurred after the Frontage Road was constructed, although the US 169 access had not been closed. Intersection turning movement counts were adjusted to account for the direct access closure to US 169. • Marystown Road/US 169 South Ramp: The west approach to the intersection was constructed by year 2018 to provide an additional access to the Windermere development in the southwest quadrant of the intersection. To date, approximately 60 single-family homes and a daycare center has been built in the Windemere development. Intersection turning movement counts were adjusted to account for this development. • Marystown Road/US 169 Ramps: The Hy-Vee development, which included a grocery store, gas station, bank with drive -through, and multi -family residential, in the northeast quadrant of the Marystown Road/US 169 North Ramp was completed in 2017. Although the Marystown Road mainline movements were captured in the most recent traffic counts at the CR 15/CR 16 intersection, the US 169 ramp turning movements associated with the development were not. Therefore, expected trips to/from the development, as assumed in the Hy-Vee Development Traffic Impact Analysis, were utilized to adjust the intersection turning movements to account for the Hy- Vee Development. h A field assessment was completed to identify various roadway characteristics within the transportation system study area, such as functional classification, general configuration, and posted speed limit. A summary of these roadway characteristics is shown in Table 1. Note that these are general characteristics and that there are some deviations within the area or segments of the roadways. For example, both County Road 69 and County Road 15/Marystown Road transition from a 4-lane divided roadway into a 2-lane undivided roadway south of US 169; Mn Highway 41 transitions from a 4-lane divided roadway to a 2-lane undivided roadway northwest of the Dem Con Drive intersection. In addition to the general roadway characteristics, there are varying types of traffic controls within the transportation system study area. The Mn Highway 41 /Dem Con Drive intersection is signalized and the CR 78/CR 15 and CR 78/CR 79 intersections operate under all -way stop control. The remaining study intersections are unsignalized with side -street stop control. Existing geometrics, traffic controls, and volumes are shown in Figure 2. Page 252 of 617 kgt 4f* Or, / 4 it i / (09 I.) 99 -� (9) 01. (NO s (9£) a j/ jl e1Ny✓• W ) i9 (99i7) / (0) 0 .�ltlfigij%/r0/ /y��„, ,/yin r /t J%r,///��i, o1y�/, �����y� � of ��fi / %tx/f xy it 4J4% f //i/�1((INf„ m O O O 000 0 % iiai/iorai0 /i'. i% p orr" n W of //////// ' 0/0 / 0 cc U tZt J / '%,,,, (o 1.) 91 1%/"// ,i it / / / / rir /r r 111/ll l lil �/, 4,0,010 fOlif 100,//O//// O O O F) 12 J ft f � /O 0 a,� //i�� odor sir,,, !//4 !Y r / /fr/'�N rrr/r arf frro�fi'��,r/,,,/e%' t� t r / I li r / / / l J/ / i / o r / Jr! / rr z n� 11 W�/(/r �ri ���ll!/6rr�irnr,. WO.SUOilppuoo 6U!TS!X Zp6!d/Se fl6!d\S Shakopee AUAR Transportation Analysis liiii Illli y IIIII December 20, 2019 Page 6 III"? ill IIIII uor��fNrulli III � �. !, liiil' IIIII -III � � on eIillIIIII �i"IIIII ,uu�uw Io IIIII or °� IIII F'o t* IIIII uu� um IIIII u�l Illlf 'IIIII ) Mon III III lii llli way 41 Illplirlii lire c III pa III Alir c Ilr III c III III a lire c divide / 2, III a Ilr c undivided t 5 County Ill: oad /\ Minor /\rteIrIIIaIll co ,,,, ,,,, ,,,,,,, .. 2-11Iane u<A i III d uvu d ed ' Cl uuuIIIty Ill,,,, e 'd A Minor Alrteuruialll 4....,IllaIlne duivuided/7....,IllraIne undivided 0 �w Ma rystown ,, CouuuInty Ill.. oad 1... A Minor Aurt.or lu" Ill ....III Ilr e divide2....IIIaIlne uuuIlr dIIIvIII e 55/45 County III"Road /3 (.( r�IIIIII IIIIII _ y I......ocaIll � o �.iM r� ����� „ CraveIll N/A County Road 1' / () � ,ro I ec �o Ilr� ,...IIIaIIne undivided5 County III a d 1 Co l ec for ,,,,,,, 2,,,,,, I a Ilrl�� e undivided C, Iy Ill o d 1 A Minor /reruIll . ll a re divided s E Vier lllIIIIn III,,, liruive CoIllIllectoIlr 4 IllaIne undivided 30 I....0tIIh Avenue CoIllIllectoIlr 4....IllaIlne undivided 30 (I....) 'The 2040 Scott County Corr nIIIireIIIeinslive IpIIIain identifies this roadway as a potential to convert to a If„)rliiiirncliffIIpaIII Arterial (2) 1[11he 2040 Scott. County CoinrnIpireIIIeinslive IpIII ain identifies these roadways as potential transfers from County to City IIIII"'ii� Via; IIIII"" (IIIII r� IIIII (IIIII"'��H�°t" /IIIII /t (IIIII An intersection capacity analysis was conducted to determine how traffic is currently operating at the study intersections during typical weekday a.m. and p.m. peak hour conditions. All intersections were analyzed using Synchro/SimTraffic. Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are graded from LOS A through LOS F. The LOS results are based on average delay per vehicle results from SimTraffic, which correspond to the delay threshold values shown in Table 2. LOS A indicates the best traffic operation and LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A through D is generally considered acceptable by drivers in the Twin Cities Metropolitan Area. Illlf" eIllllllllr�l� Illn IIII dd6/ IIIII IIIII IIIIh lull fuur v�ti, ullr Illlr 111 Illlll Il111 IIII , IIIII l LI on (IIII not Io ° } ° liiii .,ni IIII IIIII liiil IIIII III Illlfi� IIIII no LI on iiii IIIII lin t IIIII IIIIl°t or yIL IIIII r IIIII liiil IIIII A 1 2 III 35 ... 35 ...5 I Page 254 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 7 For side -street stop -controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side - street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high -levels of delay (poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis, shown in Table 3, indicate that all study intersections currently operate at an acceptable overall LOS B or better during the weekday a.m. and p.m. peak hours. Although there are no significant issues in the study area from an overall intersection capacity perspective, the following information summarizes existing operational and/or queuing issues that warrant consideration as development occurs. • Mn Highway 41/Rail Frontage: The Rail Frontage side -street stop approach currently operates at LOS E during both the a.m. and p.m. peak hours. This is a result of limited available gaps along Mn Highway 41, which makes left -turn movements difficult, especially for truck traffic. • Mn Highway 41/Dem Con Drive: Due to the lane reduction northwest of the intersection, there is a poor lane utilization for vehicles traveling northwest, which results in less than efficient operations. • CR 69/Chaparral Avenue and CR 69/10th Avenue: The Scott County Comprehensive Plan and Shakopee Transportation Plan were reviewed for access spacing guidelines and conformance. Based on this review, low -volume local streets on minor arterials should have access spacing at a minimum of 1/4-mile for full -access. The Chaparral Avenue and 10th Avenue intersections are currently spaced approximately 275 feet apart. Therefore, Chaparral Avenue does not meet access spacing guidelines for a full -access or partial -access (330 feet). Under future conditions, Chaparral Avenue should be considered for access closure or should be realigned with 10th Avenue to provide a 4-leg intersection. Page 255 of 617 Shakopee AUAR Transportation Analysis ""'IIIII""' Pti III IIIII ,un, 11111:x11111st11111ong11111ono liiii Iiiir 'I; al a liiii°ty AInaIIllly ill c 11111 r liiir III II' . IIII IIIII°IIIII t i u Ir December 20, 2019 Page 8 III !IIII allk1111111111 Illllnd S ill' ° IIIII a ,'J! y (II4] Ior y MN 4 ,,,, IR a lii III IIFIro lire to ge (-) IIM IIIN 4 I.... IDe Iirn Con Drive "R' 36sec,, I....9 sec, 42 sec. 11.6 sec. CIII,,,, '78/IIE,;;OTinaelry Way (1...) A/A �,,,,, sec. A/A / 4 sec. CR '778/C III,,,, '' , 1...) A/A 9 see. A./ Ilf;;; C III,,,, ... 8/C III,,,, ..78 (1...) A/A �, � sec. A/A 1,,,, sec. Cs III,,,, ... 8/C III,,, ...., ,,,,,,,] �2) A sec Ilf,,,,� 1.....1.... s�;c ., sec C III,,,,, ... 8/C, III,,,,, ...7....7 (1...) A/A 4 sec. A/A 6 sec. CR ...78/C III,,,, ...7 II[;;;3 1....11..... sec., II[;;;3 I,,,,,', sec. w��µy w f,F. CR 69/ I....0tlh Avenue W (:..) C IR 69/C;IIIIaIII- IirIraIII Avenue (1) CR 9/Vlii c lrlll lii jinn Drive ve (1) CR 69/US 1....69 North Ramp () CIR 69/US 1....69 South Ramp () 69/Ill;;; lrliivew; ys (1..) A/A 6 sec .. A/A A/A A/A A/A A/A A/A 4 sec .. 9 sec .. 5 sec .. E" sec .. 4 sec .. A/A A/A A/A A/A A/A 8 sec.. 5 sec. ,,.0 sec. sec. 8 sec. F" sec .. IM a Iryst lire IlRoa / U 8 .....69 IIN « >> Irtlhn Ramp () A/A '7 sec. A/101113 12 sec. III a Irystowln III,,,, a / U S 169 South Ramp (1) A/ II �,, sec. �/ 1B 14 sec. CR ......F/Clip""R 16 (1...) A/II11113 ....' .. sec.. A/A 8 sec. CIII,,? ....., /...... .8tIh Street W (. A/A 6 sec.. A/A 5 sec.. (1....) indicates an a nslignallllzer lhi ersec lioin wli h side -street stop cointrollly where the overall III,,,,,,, 5 lis shown followed by the worst sice-street approach I1.....OS„ The delay shown represents the worst side -street approach delay. indicates an aIIIIII....way stop cointirolll intersection. Page 256 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 9 1100111111111► II IIIIII 11n 11r" IIIIII 111111 r IIIIII IIIIII II The Minnesota Department of Transportation (MnDOT) is in the process of constructing a new diverging diamond interchange (DDI) at the US 169/Mn Highway 41/CR 78 intersection in Jackson and Louisville townships in Scott County. The project will also include an overpass at the CR 14/ US 169 intersection and associated frontage road (known as Louisville Road) along the east side of US 169. Interchange construction began in Fall 2018 and is anticipated to be completed in Fall 2020. The project is anticipated to improve safety and mobility in the area by removing direct access to US 169, which is consistent with the long-term vision of converting this segment of US 169 from an expressway to a freeway. The project limits are along Mn Highway 41/CR 78 from Dem Con Drive to approximately 1,100 feet west of CR 69. Scott County has partial funding allocated to extend CR 16 from CR 15 to connect with CR 69 as part of their 2018-2022 Capital Improvement Plan. The extension of this roadway is developer driven as it provides access to development in the area, but also a more direct and continuous facility. This roadway would be completed under City initiative in partnership with Scott County. A portion of this roadway was built in 2018 to facilitate the Windermere development. CR 16 is a 4-lane divided roadway west of CR 15, that transitions into a two-lane divided roadway. IIIIIIf'f IIIIII IIIIII 1111111 IIIIII °iJ IIIIII As part of the AUAR process, two future scenarios were reviewed. The first scenario reviewed, referred to as the "2040 Comp Plan", includes land use and staging assumptions consistent with both the approved Scott County 2040 Comprehensive Plan and the draft City of Shakopee 2040 Comprehensive Plan. It should be mentioned that the Scott County 2040 Comprehensive Plan was adopted on June 18, 2019, while the draft City of Shakopee 2040 Comprehensive Plan is still in the review process, with adoption anticipated for late fall 2019. Since the comprehensive plans are consistent with each other, the City of Shakopee 2040 Comprehensive Plan is considered adopted and equivalent to the no -build alternative. The second scenario reviewed, referred to as the "Max Build" scenario, includes land uses consistent with the City of Shakopee's full build out potential based feasible development. The Scott County Regional Travel Demand Model was reviewed to understand how the Max Build land use assumptions compare to the previous socio-economic (SE) assumptions within the traffic analysis zones (TAZ's) in the study area. For the Max Build scenario, household and employment data was estimated using the planned land use and developable acreages of the TAZ. The development subdistrict locations and access assumptions are shown in Figure 3, which was developed in conjunction with City staff. A graphic showing how the subdistricts overlap with the current TAZ's is provided in the Appendix. A comparison of the AUAR scenarios household and employment data assumptions are shown in Table 4 and Figure 4. Page 257 of 617 / H / / J a a/ /rry i � � a l // / a✓ /P1 l r! f/r / x rhu fr' r r pp dW r If a �a���t( rail 1i TINY yi�"!1Jlii%i N/ o />//, oJ / ii / ll r yog r r / rl / / / o r % / r � ' / II / r/ r I /rrr /r / 1/f/ r// ll / /r / /1 t /I � / iG r oa AY, ///� i Mvy/N/'s r rir%irinrnrre�yxfrsir/'Iro ix/r�r ,, � s °s1 f,r my / 414o/r/r p;) koiirr, r rar ,,rrrr/ /r / / / op%/z//// 9� , // / r l /r� /rd / /% r r p l r /o r1 r /// / yrulro // ,//� rrr J rrr / /r / � %' /, 9i �1��% �� %G �;�ir r� (VR1Jl'p/lfo///ii l o rrr r / ra,A/ rare r l r p/r fl rro0/'o % ,, �h/ ///' ' vile) rr lm'/ % air rp orrmlr AN rfillr'G nrija iyl/r , f�li/ %Iyrr 1/ ri it iiIfl //r, ''r'iJJ ''il/ r i/ r 6;;Igr,%/r "ur �(t�lrr/r%!rr n%r/%r r'p%///rr ' / j�" r 9 Il✓/%/(j ' / oflll!% ,J�YXR6W�N%�/ll�l/irr/r �fII/ t! irhmr p %' rr; , �` urariurlN �'i/ %ri /r rxr r�6/i%/i>///r rr xkr p/Yll'444444 / / r l 00 lIli/r%1>(I �/ mr r 9 r a, /oG !J1%/////////��d, %' o/i r llr , � Di1/� >IIl/J O �6Cw�1 im �%r � t*r rn'ar%444 444 i Y 'ff rp/iar , r ir /, / p� / /e %IN i i�41 if/ '4/k�ro 4/r / o o% � f/rxr ry/* �� �r r ai / �� /raNJ%N� 1~'rdv549 JorcnJvl uvl; r % i ✓ai�r�� �lllYr�`����f�� i"" 'rrri/� �r, //%/ /% i'� � /�G, /' ri ' rr, / % /JJJJ l Grrl'', 111111111111111111 ,ilu>�Il�il I um um (IIIIIII I11,11111,11111,111,111,111,111,111,11,11,1IIIIIII �IIIIIIII uuuuomoloul IIIluuuuuuuuuHHuuuuuuu u,omulll�lllllll ul'I'uVIIIIIIIIIIIIIIIIIVI� my IIP,IuIIMnuuuuuu IIIIIIIIIIIIIIIIIIIIIIImIulll3111iiiiiiiiiiiiiiulllluulllpIluuu m m IIIIIIIOIIIIIuIllllllllllllllllllll iill1V0Villll� IIhIll�l�l I"NPuuuuuuuq 1,,,, IIIIIIIIIII�IIIIIIII,yllllwlllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a Illluuuuuuuulll IIIIIII uu41 � ll�lllllllll��lll�lllllllll�llu''uum Illllllyl! III y111111111 ell° IPuul�;iiiliilililililillllllli�llll �III'N��� IIIIIIIIIIIIIIIIIIWI uIIIIV n r' uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu uum u o I I rr I uuuul rr // r I // r I I uuuulll' ylWll 0 !/9rr � r,� IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�Iw��NI��l ll Illlllllllpllllllll�llllllu IIIIIII IINIIIIIIII��IIIIIIIIIIIIIIN��I�yII�y� ! r o I V � �um� ulll I I uullllllllllllllllllll � ' V � I f'� 19 1r� yo� N%/%��%jIvo / /�r'%��j/%/r/pr� � o r ��%/r�%/% / �/ qJ,�ti7 i/J' ra % %/ r%r//%%//7,7,"? iJ/ rr/� *%ir t� / //' r� ,/� � i vi�arr �r/, �/r /e�f 4 r 60mm4Nl,i ul'rr o% o " „,���/f//% % / i/C1 l/o:/�I //Hi�, 10 /1�jVi%rn%r y i wmN�r f'% tie, i ram% ' /1 er*i //r, / /a / //i/%��/r� �r / �%r 1 �r / 'i io /�/ % /ram ' fin/ r °f� /rrr ��/%���,r % � ��%G ,'' /Oiii„ 4J/b rr-4 4! 1jJf° %hn J r arrd //O Qa f m O / r / / r o / / � , / / / / j r v r i i r / % /f / % / i r ry I ����D��"�l�l'//V�iO'/�(��rnVi1i��(Q1���o�y/i��>%�pr'�rl`�m�r r,t/���lr '//o✓�,�f /� �I/// //�r„r r1� r /SO1� ./,%I�, / I /"I�i�IulYu"uuil/1flfr,luirfl% ll%l4� m :uuImmuu IIIN IIII, �IuIIuI� m �� a NI� IIIIIIIIIl�ly uuuuu�m uuuu uuuu IIII Vu IiII 'dill°� III II IIII I lII0�� I�I II I p^w IIIlIl rl�/�N/��IIIII IIIrI IIIIIr IIIIrI IrII iIII IiI pI/II pIII� m/IIpI�IIII u/u iuuIIuI u IullumIIu uIuIIuVlu 00I /ll l!ii ia l l S � o / a 1/I1 Iu1I1Iu1iI1 I1m I111� 111 (IIIIII IIIIIIIIaI I/II0II I '(((I IIiIIl IIl I�I /IV i rl % rrII1qIIIIII9IuII INI Iu I IuI OI IIIIuI umuI� pi%l// ��r % � rr� 110/1/1 ipi\u\ I r 0000\ 100 t(q1000(1 \)I \ "iikOV ),1 )1 \) \\ f 01)1 m**‘ I I cio*:‘ 0 Alt1:11 u 00 ; (111) itA\ 1111\1 (1\;;;riCilf11\‘11 r / !L ��ai / /�r✓'r„//ai IIIIIII f r yi irr, /ON // �fi� or „1J y nr J � f! r r r apo'suo!ldwnssy sseoov loplsipgns £p6id\seJnfiu\s. J r f'/////I' l�f� // Jl!!fJ%�J�r�i%///r'yyr'�G/�///' / � �/`f r ��j` "i r %f�iJr /ift N rrrr �4 r Om/'//%//// %iaoo a'r i/ /'I/1-114 % rrr /r //a Ir / iro r rriio � %% � o 'j ,/ iai O /i ���/% %i/i/ or r���%i//i/// !ails/,i/p/�/%%l;,, Shakopee AUAR Transportation Analysis u b 111101111 A nril vruv ornop on December 20, 2019 Page 11 x 111111u 11111::, 257 2 0 24 Hu77 11[[Hksld 303 Ret 11111 111111111114in p1111 0 0 110 OR 1111E:::::: IIIP1111 t7'.00011111111 yoo 4 0 11111, 1111r 24 303 11111"teti, 11111111 11111111111Im IIP1111 48 71 25 9 /2 0 130 554 203 261 0 30 59 / 219 /0 3,91 1,041 II 2 14 24 0 4 36 128 0 0 / 1 ft 6 0 322 63 777 ) 21 0 131 b 0 4 ( 3 229 0 /1 244 12 12 4,45 34 2 f 45 T t 255 2 /4 252 253 43 15 319 113 11. 0 0 1 0 0 0 1. 100 8 441 156 100 199 0 9 0 0 • II WI Page 259 of 617 / tt115 %r / 1!%�0 ter/ r � /IW / / f/// r / ��/ r f 0 / rf / / r 0 r �r / r � J / I( r/ r r //Ir /r / / /1/r I/ o / / iG as r /r/ dr/ ra � / on // r r r T/ /r r /l / �hoofi// Y1yo,r /l rJ rr r/mr / N /r � �%i � rr r/r / 4 l 1i// 4ro r »Y /(I1 r ai/k((f% 000 pa; / / 1r r o/ / r / a/ J �Il % f mNtmrr' Illlluuuum11111° V uu,,,,11. llllmm 111illlllllluu,,,,pppmm111�umm 1111kY11111N1 IIIII � uu Ad III 'W f�rJJlrrnr/NX;sfi!�+?r%✓//f(IA �/r���� / UV�1� o�i�,wrra�rinsr�*fiirafi%moo r' / / / r // a rr / �� � r r // o / r//ii/nfl(Ir;�lif r %/ oii/o%oralorra�/ /mi/// ////Jprrlf�/r dfll ii�� O ���u�y / ra, a, / a / / / rr ro / r / a r rr / / �/ Gr lr / /Jr`l11 / /dr r / � r/rrr a ,�Jlr � / , y , t /, ,�1,ur / / ,r1I v rrI // a l //r /�rr�, I / / r,r �fi �j/f �� %G ��or , // / of i , d � err//iir �� % �i ///% %1�,� / , �/( 7o/i/ / / � r/rrj/0,' af i r r rrrrrr,. f r/ r r� / / r a ,r J// r / / rr �///� r / io y/ // � Ii r v / aO// �%�irr,,, �Jrrmf //' f�i%i/r/i%jw 1IJ pro " %/444144 4'rrZ7,4.4 /*/ /�G// o r ffr 'ao '° lrrrli k0/1 �r���191)IllUioi�ir, d�Wr, 4,41aNW014,01.4 Whim1 �I/1 ' i /r ri / Jr i IIIIm1 II 1I1,111111111111111111111111111111111111111111111111 'u111111 � 1I Illlllllllllllllllulllluuuu""111111IIIIII 1'lii 1 u�IIIIIIViiiilV 11111 IIVI ulllllllllll um II111111uuuuuuuuuu 11111111111111111111111111111111111111111 y'rri l yfr 11 /m uuu°A1u1/ ri// 01 1111114 uIIIN ! �III�III�II� \ um'uuum 111111111111 I'iliiiiiiili � � IIIIIIIII .W�Yr II'i 1 uiiiilllllllllllllllllll I 001111111111111111111 luuuiiiiiiu ullllllllllllIV IIIIIIIIluu:00 IIIIIIIIIIIIIIIIIIIIIIIIIIII 11I1uum°'1 IIII 111........III111111 11111111 �..........., "'""11lllulo bo 1 IIIIIII III'1111miii �IVm� um / r// ra�ar�J r / ! / / //l/ �' m r / cr rii f vrI r // ! r / J / 1 /v r, ' / 111 // /rrr f � 1// 111 � ///� /' ��/// /111�Ir( rr � / ��r,/rr r, 5f° f/ j//i' '/r / rr / J rfi I/ // r or f r �r / / raid / / /rr/ r / r r r ra r/ ar � /r i r � i�/ �l/r, r /o r � r / ,J J ,/ /rrrir, r //l ;% /a/41( //j /'Y 1 � I3'i�a� 1/a NI110 7 �/ 0/0 / r I! y/�f� %rrr/w „�, , /,,,ram// a/o/a 11 rr of Hai / /orr /r /, am ro/iaaio � �r // ^f, Ravi /rTJrr/ r / ri /' / /..Go,mo I/Y /r%% ' %' ji /% xr lr,iO%0% f '� : %a/' Ib /l /�f/ ,f i , "//2 °0;/,//���o�� /r�r/r/,,, //1r�r/ &/iia�,r„ 000/r05 ',I0 apo.uospedwoa a6ewealed }uewdolanaa Ueld dwoa 0170Z 1705U\sam6u\S. Shakopee AUAR Transportation Analysis December 20, 2019 Page 13 Traffic forecasts were developed to help determine long-term transportation infrastructure needs within the study area. The forecasts were developed using the current Scott County Regional Travel Demand Model and checked for reasonableness against trip generation estimates based on proposed development. The following outlines the traffic forecast development process and assumptions. urn. dry, ° IIIIII Illll li 01 IIIII"° ,"'" urn IIIII 11 A review of the Scott County Regional Travel Demand Model was completed. At the regional level, County and State roadway improvements within the model are consistent with Scott Coun&'s 2040 Comprehensive Plan and only include funded improvements identified in the County s Transportation Improvement Program (TIP) or in MnDOT's State Transportation Improvement Program (STIP). Improvements near the proposed development within the model, as identified previously, include: • DDI interchange at MN 41 and US 169 (currently under construction) • East Frontage Road from CR 78 to CR 14 (currently under construction) • CR 16 extension to CR 69 (developer driven and funded — only partial City/County funding) In addition to area roadways, local access assumptions for the proposed development were reviewed and the model was refined to include accurate access points for each subdistrict. For the 2040 Comp Plan scenario, traffic forecasts were developed and approved as part of the 2040 Scott County Comprehensive Plan update. These forecasts and model scenario served as a base for all traffic forecasts developed for this study. For the Max Build scenario, traffic forecasts were developed using a post -process application that scaled the 2040 Comp Plan scenario model results relative to the increased socio-economic development assumptions for the Max Build scenario. To begin this process, select zone analyses were completed using the Scott County Regional Travel Demand Model for each of the 13 TAZs impacted by the proposed development. A select zone analysis isolates a TAZ and records the traffic volumes and distribution on the entire regional roadway network for that TAZ. Recording where trips in the proposed development area traveled to and from under 2040 Comp Plan conditions provides a base condition that can be factored up to capture trips generated by the increased development under Max Build conditions. To determine factors by which to scale up the select zone results, trip generation was gauged for both the 2040 Comp Plan and the Max Build socio-economic datasets. NCITE trip rates were applied to the household and employment assumptions for each dataset and a scaling factor calculated from the ratio of the two trip generation estimates. The factors were then used to scale -up the select zone traffic volumes to what the proposed development is expected to generate for each TAZ. This additional traffic volume was then added to the 2040 Comp Plan daily traffic forecasts and checked for reasonableness against the trip generation estimated for the proposed development. Page 261 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 14 For purposes of this study, the daily traffic forecasts were used to develop year 2040 Comp Plan and Max Build peak hour traffic volumes to understand traffic operations and infrastructure needs required for each scenario. The Max Build conditions include the traffic volumes generated under 2040 Comp Plan conditions, as well as trips generated under Max Build conditions. A summary of the peak hour traffic forecasts are provided, along with further discussion regarding area infrastructure phasing, later in this assessment. IIIr fill l ;' ° IIIIh t ,dourn IIIII"° Based on the traffic forecast methodology described within this assessment, peak hour and daily traffic volumes were developed for the year 2040 Comp Plan and Max Build scenarios. The Max Build scenario includes the traffic volumes generated from the regionally approved development expectations, as well as additional trips based on feasible development. A summary of the daily traffic volumes for existing, 2040 Comp Plan, and Max Build is provided in Figure 5. A summary of the peak hour turning movements for the 2040 Comp Plan and Max Build scenarios are provided in Figure 6 and Figure 7, respectively. To help determine impacts associated with the AUAR development scenarios, the 2040 Comp Plan and Max Build scenarios were reviewed. Both a planning -level and detailed intersection capacity analysis were completed to better understand the long-term infrastructure needs within the study area. The improvements identified are intended to provide acceptable operations during the typical weekday a.m. and p.m. peak hour conditions. It should be noted that the future traffic evaluation is meant to be used as a planning tool to identify reasonable long-term transportation needs within the study area based on the development potential for the area. The improvements identified in this section are to be considered potential improvements for consideration if the development assumptions and traffic volumes materialize. The mitigation measures offered for consideration in this section should be re-evaluated if/when the AUAR is updated (i.e. approximately every five (5) years) to determine if the improvements identified in this study are valid and/or if any new improvements are needed. The following information summarizes the future condition analyses. PI Illlli Illlli IIIIII IIIII(i °°lli„„„, 11 "' � IIIII A planning -level review was completed for the study area to help identify areas of congestion along a stretch of roadway and help determine where roadway improvements, access management, or demand management strategies may need to be implemented. It does not, however, provide a basis for determining the need for specific intersection improvements. Results of the planning -level capacity review indicates that there are four roadways within the study area that are expected to operate near or over capacity under future conditions. These roadways are summarized in Table 5, along with their expected future daily traffic volumes and estimated roadway capacities. Page 262 of 617 ° 0 0 ° (5)en.. , 7 00 (..\6 z/ 43' I I I I I I I I I I I I I I I I I I 1 o o o o o co CO CO L.6 00991, 0091-91, 111,11,11,111111, .1,11,11111111111111111,1, `'0 0 0 0 0 o 00009`ec c4,ze '115:71,1 00_010 6f 006'1, Z 009'1.1, 0017'1. 00Z'1, 08L °ant- 00051. 000'L 0 0 CD N Cf), CY") 0 0 0 CO N., N 0 0 CD 0 0 CD — N., 00 C.,2 o oC N co C6- C009' 6 ?P017,18i „Q,1 "i009`CZ 1,9:) (2) cco:' it 0 0 0 0 0 0 - 0009CCQ 7,40)710 ,0017`49r) CSC "C CD 7t. (-6 Ori 0 0 0 00 c9C) ,4/ (5',0 000'iC 0048 009 a) D) a) X,XXX Existing AADT Roadway Design 2-Lane Undivided 2-Lane Divided / 3-Lane 4-Lane Undivided 4-Lane Divided / 5-Lane co a) U- a) COC '',,1111,1111,11111111 CD 11, 1 1 1 1 1 1 1 IF A 111111111 tr) t-sq- /!!!CC -C C?) 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o .L12- SD) E 0061, 006'1. N-52- 00Z'1, 00Z'1, bc) 098 I 098 00C`OZ 00961, 0091,1. 8 8 8 —Lra, or) (0 o ern C. `.° OOL`g 009`t7 0- v- V- (C) I I I I I I 11111 1111111111111 III 008'EI- 009'1,1. 009`17 I I I I I I 0091, 00Z 001. CD C?) 000'1.1, 009 '9 09g_ 00916 009'9 098 o o (5 cri 009 C 009`C OOLIZ 0 0 CD LC) C CZ) I, co C\I o5 1,2 00Z`C 001.'9 009'14 ()owe 009`17 OOL`Z 001.'6 00C`C 0099 0061. 098 001:1- C o o o c\I ,46 05 LC) CD U- cn Cl) CO 0 co 0 O (i) cn CI <03 wcp CD a) cz5 cp_ o 0 CO >, Cl) Page 263 of 617 po.slavb eaN AlonTS 906!disainEld\SI\9Z61-1-\0001.1.\spafaid\:H o ,n�1N'%�'%io/r rfa/r ,/ / / �% e1Ny,✓• it ' �''iij/i � k; MG 5L J (0Zs) 551 C. 0 0 0 0 Or,Jr nr!'i' rz (0£i7) 5L-� (OZ1) 004� % 0 0 Ln LC) CD C3) (0617) 5LZ 1► (06) 5Z 1r L O (00Z) (00Z) 0t T �Iirl,rnr,exsfiu/nisotGyn �% ,'�'%i ' I , %i ri%%lair i/ %/OPir/fllli oiiilJ r,, d/ rrrT�/,rr /H rt fil m➢ / r % ��J'/ate 'I/ iroM0 io iiGiir% /fno/,rm��HN, o, ,fir '71'fj�f�fJff�l' j for /lYfr%HY/J��fl%„ li1 �' 'llin 1„rll,;/�j ""0 �i%�a %1» 01 rr d4w %i;� 4(iir '!�»jf� „u///' iy%arn �//o I?R iulur W11 19u arr r / � ,r o„ o l/r Ir f a „ , � / A�x/tl Gfl Jf ii�(�(f( �Rtul�xlff� /g"l'r/ir ea iilJlffrr %''f r r � f I� r cr 0,1 Wr %'11111% „ ;/ r � p�{ umols/Gew cc U lf) o 0 CY) u ) o ..- 0 ei i%/ ���x� r,x / n r llllll 1�11 r / / ;��%% >�%'olir�% %%% �/ / % n;,nyx '� ,r ni ;�lYr flirr",1,001011 _441 111 I 111001 co ovo„% U 1 , ,,r,, ry,17 /ro C3) iaoiair' wo.suo!TlpuoO u6Id dwo0 O1OZ 9O5ld/seJn6!d\5. rr%%iin1N%/ii/%%% o/rgrhNiii/ r /�/ r e1Nyr/r // lUG V (069) 049 / (0) 0 O O O O O O Or, JTlyi/OGr nr//' / rz (0£9) 99Z -� (091.) OM. i Lf) Lf ) 00 ti rn CO ti t (555) 99£ 1► (06) sZ (09Z) 0Z 99Z) 06 T �Iirl,rnrrexsfiu/nisotGyn �% �%/ ' I � %i y jiir m �u r r wrynrxr , /,r r /% rr o' irr r / of % %/i r;/////////r, /// �i ',sir %r '(/ f fq rJrrr,ru iHN, o, ,fir /lYfr%HY/�Jy��fl%„ li1 �' 'llin //! /I Ir, rr%/�rj ""Ills i0 `„ oo �w %�� ��(r %�, fr 'fl �f �JIYr��"r�fr� �'lrri v fI�1� �F/�i"�,;� �f�� r e /2/, / �/71►R iilJlff// flofj°dly "( / 7 Wr �% f1NNt rl 7/ � /7'7 ii ,V/% %rr err % / r r,/ oir,,,,,r,% %d / 0 cc U / lei / / /rli / f r // / r rr I llll/L 11l�IIIIiUI / ��i, ��%���,, / % n;�nyx�r ,o j�l ,r ni 0ylrr )"9# fr iff)"1191 P101,102011 1111 1010, ..1144 /r / nor, j irrrr Dir//�, 0) N (99Z) Of (91,Z) (9£ I.) 0C 1'r rfin it d'AN,„), %% � / 'y /r , /i, 1 of � �� r'r i. i /y it %yi / / " %'Gf%IPo, „ / / /l//�ra�i, �%r� , ,,, /%ime,i%� ,,,i //lr%//ire^^, apo.suompuo3 pus xeW—Lp6!d/seJn6u\s. Shakopee AUAR Transportation Analysis IIIII on on liiii Illlrnl IIIIIIIIIIIIIO^vn IIIII IIIII°a IIII°°bay IIIII 8d� r iy II December 20, 2019 Page 18 IIII IIIII IIIII °b IIIII IIIII rllllr ; ° ° IIIII �, d IIIII �w Illlr v� IIIII IIIII :,, op � `° or IIII w,; r� IIIII IIII Illlf rIIIII Ioor % %� Illlfi; lllll IIII" IIIII liiii IIIII Illlfl IIIII IIIIIIIII m.,", IIIII°°��� IIIII ��III��IIII;IIIIII Mn (IIIII liilll way,,,,,, INo tlhwest IIr4 liiIllllro d Ilr cllks) Undivided 14,000 ,000 III,,,,, ,,, ���IIn��„y oa d (Between II ,:IrieIlry y o C III,,,, ',,,,,,,III,,,,. ne Undivided 0 0 al 1 7 000 ,,,,,,,,,, 0ly 000 C unity Ill,,,,ce d C (II1:3etwee In U 16 a In d CIF ,,,"" ,,.-III,,,,,,, Inc Undivided 500 000 ,,,,,,,,,, 10000 County II:: o d 1.....5 (II1:3etwcc In CR 1,,, Q a In d CIF ne Undivided 4,600 With the anticipated development growth in the region, the increase in high -volume access points, and the conflicting volumes identified in the traffic forecasts, CR 78, CR 69, and CR 15 are anticipated to operate similarly to an urbanizing rural segment from a planning -level capacity perspective. Therefore, the capacity for these roadways is anticipated to be less than the Mn Highway 41 segment, which has limited- to no -access over the bridge. Mn Highway 41 is currently identified in the Scott County Comprehensive Plan as being over capacity with the existing roadway type and is expected to be significantly over capacity under both the 2040 Comp Plan and Max Build AUAR scenarios. The CR 78 and CR 15 corridors are anticipated to be near/at capacity as a 2-lane undivided roadway under the 2040 Comp Plan scenario, while CR 69 is only expected to be near/at capacity under the Max Build scenario. These findings are consistent with the land use assumptions, as less development is assumed in Subdistricts B and D under the 2040 Comp Plan scenario versus the Max Build scenario. (IIIIIIIIIIIII } ��,�� IIII I� �AHv u,, r � � (IIIII / �'rry�rt (IIIII III (IIIII 1� Illllr i "`,,° f , 'IIIII II IIIII (IIIII � ,, I000l (IIIII I�l�,,a (IIIII fir' n The 2040 Comp Plan scenario conditions were reviewed to understand how the transportation system study area would be expected to operate. The following information summarizes the 2040 Comp Plan scenario conditions. Li IIII 1111 The existing roadway network along with the following assumptions were included as part of the intersection capacity analysis: • The US 169/Mn Highway 41/CR 78 interchange project was completed, including a four -lane divided roadway that extends beyond the Emery Way intersection. • All new access locations are assumed to have a left -turn lane and a shared thru/right-turn lane configuration, including the Subdistrict A/B North and South Access (CR 16) and the westbound 128th Street approach at CR 15. Page 266 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 19 IIIII d <«" IIII sect IIIII's! IIIII "" , «p city IIIII?? y$ IIIII Results of the 2040 Comp Plan scenario intersection capacity analysis, shown in Table 6, indicates that several study intersections are expected to operate at overall LOS E or LOS F during the weekday a.m. and p.m. peak hours based on the assumptions identified. The issues and mitigation for the 2040 Comp Plan scenario are summarized in Table 7. Note that the mitigation identified represents the minimum mitigation needed to provide acceptable operations; additional improvements would be expected to further improve operations. An illustrative summary of the 2040 Comp Plan scenario peak hour operations before mitigation is shown in Figure 8, while an illustrative mitigation summary is presented in Figure 9. llllIf''I1,POI an IIIII uu1° r • 0011 rmm IIIII IIIII°°IIIII nari rs uurmm C; IIII( city A.. lllllysliiiis IIII IIIlllfl !II IIIIIIIIIIIIIIII uur IIII IIII III Illlf uu II lull Pq; ,,ipoor Illlfi °IIIII IIIIIIII ���'G"S IlllfiiDlllll 41 M IIII ..../ Ilf' I III Frontage (1) MN 1..../Ilsem Con Drive R. 7 C/F F/ 7 sec. 7 >3 min sec. CR 78/II:::Imeliry Way 00...) A/C sec./ � Ilf3 13 sec CR 8/CIlf 6 . A/C I....9 sec. 13/E 42 sec.. CR .. 78/C;I1R 18 (1.) A/A 9 sec. A/A 9 see,,, CR "18/C OFR 1... El (2) 1,,""" se I : sec. CR "/.8/CI1R ,,,1...7 () A/A 8 sec. A/A 8 sec. CR 8/CIII" 7 : (2.) 3 sec. SIBC, CR 69/ I,..0tIh Avenue W 0 0...) A/B 1, sec. A/C 2.1.... sec., C�; Ilf,,,� C� C IIII � I� .�;. . / Ilp ururaIII Avenue c) A/A 6 sec. A/A 7 sec. ClfR 69/Vuie'rlluiurn lDuruive (1) A/III,: r A/C /23 s CR 69/U8 '....C9 North Ramp (1) A/A�,C sec. �/ B 14 secn CR 69/ U 8 169 South Ramp (1) A/A 9 sec. A/C 18 sec 111 CR 69 8uuuIbdliisturliict A III,,,,m North Access (1) / /A/A9 sec. A/A 8 sec. CR 69/CIlf:: ,,,,,,C/8uuIIbdliistrliict A/Ilf,,3 South Access 0) A/A 7 sec. A/A 9 sec. n Ra IN 1 Ilryso e Ilan III W'/US 1.69 North III I nip Q «« /Illf°°° 51 c,. F/: n ': in III a urystowIlan Rd/US :1,,,C9 South Ramp ) 1 /� :' In F / m i n CIUF::: 1....E/CIlf,,, 16 (.1) F/ "III-il In WI .5 i'r: in ..... CR 1,,,, E/ I,,,,, 2.8th Street W () A/A 8 sec. A/C ,,,,,,,,, �, � Sic �'Q....) IIIindlicates an anoslignuaIIIligyred lintersection wlitlh side -street stop corntroIII, where the overaIIIIII shown foIIIIllowed by the worst side -street approach The de Illay shown represents the worst s liid e...street a III III ilro. cllh d e IIIay. (2) IIIrndlucates an aIIIIII way stop corn"troolll intersection. Page 267 of 617 Shakopee AUAR Transportation Analysis abla IIIII IIIII, I,i luiruuS iiii a mrllii IIIII s uu Illllssuu 1III1o1iig IIIII lair <<r a uu om luirmr>nn ory December 20, 2019 Page 20 IIIV III I°°°°'lllro Illn° a e ,s urn e ntlii o n e previously ion the Ilf'lll a un firm in g lll,,,,,,,,eve III IReview, tlnlis segmentcapacityis over for a two III ne undivided roadway As a entliieneunder existing condition s, the III une reduction northwest of Il Denn Con Drive causes poor III ,.! n e uuutlii III lii z,atlii e n at the lii me arse chi � � , °, a o ling ; as volumes iiincurease, this III, une imbalance c, uses issues at the IDeIrmn Con IlDIlrluve signalized intersection Side -street , eIIIays at the MN 4 ..../IIIRaliiIII II .urourn„ age unteursectuioun are expected to be greater than three (3) unniiinuutes Ounsturuuuct '......,,01........aune Divided Roadw.y with turn lanes IIIeun Mn III INiiigllhrw« y 41.. nsturuuct IIIc,,ft...tuurn lanes at the siii &street aIlpIlpur °aches, with potential r future, siii „unaIIIiii atiiioun • IM. n iii tc ur and c, ,, uns iii d e ur s iiigun a III iii atiii un when eve III Ip irmn e un t , w; cc uuu urs/s iiigun a III w urra ants i; re met IIII°° .. /CIIII°° 69 Southbound approach is expected to e Ilpe ur «, to at III,;;. during the p.m. peak hour with 95th Ilpeurcentliillle queues of 350 feet • C. ,nstruuuct IIIe„ft....,tuuurn III nes at the side -street aIlpIlpr:: aches, with p ten iiialII for future siiigunaIIIiii ur ors uuu and bout III uN; II 78/CIIII CUR 1.8/79 Illnteursectliions are expected ti clpeur during the p.m. peak Ilh o uuu ur III,,,,,,,,, OS IIE. Construct IIIeft...tvuurn III nes on aIIIIII Ilp Ilp it r ac Ih: es IUUV a ur rs't \111lllrfi IIII°° ad/US 9 IIII""ta Illr0 HIPS Iuunnd CIIII°1 1.... /CIIII°° " C IIII III Ilrsect lii Into �� un side streets are expected to operate s an eve ura III III III,,,... OS 1 . uuu urlii urn g the a m n d/e ur Ilp unn Ilpe.a Ilk hour, with e III ays greater than three ( minutes (1..) Roundabout configuration is identified as a potential .future IIIur the IMaurystowun If oad/Us 169 If-urnIp liuntoursectliouns, (however, evallluated as part of the Marysto Road Corridor St dy„ Fur deteurrnliune the aIIIIIIro11purliate future .tii .r.tiic counitroIII C,r , nsturuvu ct traffic signal ur ruuu un d Ibuuu t (1..) ur s iiigun III iii z tiii e un, c Insider converting the s Ilh ure „ Ihiruuu/IIIet and irfiglh:t,,,o uirn lane c nffiguratfion at the US IL.,,,, 9 III,,,, a unn Ilps „ti a left- and share tIlh: uruuu/ rfiglh:„ ,,,,,,tu irn III . he c nffiguuu iratfi . n o..Uec. in the City of SIhallkolpee"s Capital lr: prove: 7e: t Plan . 0.:::1..9....223 for no funding has been identified. These intersections are being 'further their r. liscusslioun with area staIkeIhoIIIdeors wliIIIIII occur as part of the study .to Based on the mitigation identified, the 2040 Comp Plan scenario intersection capacity results with mitigation are shown in Table 8, while detailed analysis results are shown in the Appendix. Note that while the MN 41/Rail Frontage intersection operates as an overall LOS A, the side -street delays are up to one (1) minute, which is common in the metro area for low -volume side -streets. It is recommended to continue to monitor the intersection queues/delays and as development occurs to identify if traffic signal warrants are met and construct a traffic signal when necessary. The CR 78/CR 79 intersection is anticipated to operate at an acceptable overall LOS D during both the a.m. and p.m. peak hours with an all -way stop control. While, the 95th percentile queues are expected to be approximately 500 feet for the westbound movement in the a.m. peak hour and 600 feet for the eastbound movement in the p.m. peak hour, the average queues of these movements are expected to be approximately 250 feet or less. The intersection queues and delays should continue to be monitored to determine if/when a traffic signal or roundabout should be installed. Page 268 of 617 r ipi ~ 9? //1J l l/ %�'�1111�J r of r 1 ai r/�� r I f/i Ill / rf l / !11 I M 1 S� / ri r 1 l I 1/ Y l �f /1ii l r Vi Ifr l� aufYmw��l�ixy�/t%IrrrO,// (14 o / r i /i i 1r/rr�r�j 11111111,11111111111111111111 11 11111111111 rllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll0llllllllllli111l111111 ll1;111lllllll111111 ll111;lliliiii �u n i » U r li � //r a // iv f { y � S I o / �� l@I r / l @ r 11,11111111111111111111111111111111111111 Illll plllllllllllnuml@immu� oo!00000mo( @V�III� „@II uul� (0,4.07 / l 1iio,�Jrrrrro rrrl«�n/ / V Ir /'///1 9N1.i y r / 1111 Y1 / 1 IIII� Ifl iiil ,(jr��Y� III 111,111111111111111111111111111 100000,1,111111111, 1,00000000000000111101111 ro/ Y % i r ) 1 / iJ r /J � � f��r' 'H Nt (�F I I �i f r l / / l l 11 ,,,,,, I I I I I I I I I I I I I I I I V 11 411 i)1 tJyvvx7i���� IIIdr�ffe II ' JlJf�% �'/Idllw,rir j/"fir I mr�r /r r 1 (1 r o /// J 1 / �� /r rrM/>V%r a i� '"iil(rr(oL 1111111,11111111111111111111111111111111, f O/ �"� / G//,ilwttfU6y,,,, " ���� ✓/�,,, ,. , ����G%��/�Y1�IY��rr�r,imF,. for el rill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Jpo.A.Jewwns suopaadp ueId dwo0 OVOZ 20 0!d\seJn6id\s. 7 AA A ' ' , , Pd e „ / 000 0 / „ ,AA , A „ Ax/A- 4,,,„ - . AAA A A 7„; 01111100, „ 4'7,000, pokiewwns uo!TeNuAl ueld dwo0 0-170Z 605U\seJn6u\s. Shakopee AUAR Transportation Analysis ""'IIIII""'Pti IIIIIIII Ili Illlf "t ! ° ors ° cot illll Illlr IIIIP IIIII llf°,IIII Illy li Ioriiiii 1 IIII Illlrs !' IIIII f++c on ;IIII "' liiii ���'Ili liiii°IIII III liiii° liiii liiii cri Illy IIIII %���i, lllli� �� �)� III IIIII>- ,IIII IIIII°IIIIItiuIlllr December 20, 2019 Page 23 F. IIII IIII s Illlfl'IIIII IIIII IIIII°°'IIIII IIIII.' Iur : MN 41,,,, IR a lii III Frontage (-) IIM IIIN 4 I.... IDe Ilr"mrm Con IID Ilrliive 3/sec !! 1113 I....6 sec.. 6" s 'cw 15 sec. CR "78/Emery Way () A/C ",, / C III,,,, "7.8/C Ill""R C ."i �) A/C A/C ,,,,,,,,, CIII,,,, ... 8/CIII"" ..73 (1.) A/A 9 sec. A/A 10 sec. CR 8/C III,,,,, I.... 5 ) 113 1.5 sec. C 1.7 sec. CR ... 8/C III,,,, ...7....7 c) A/A 7 sec. A/A sec. C II1""R " 8/C III""R 79 (2) III,,,,, ,,,,,,,,, n P," CIR 69/ 1....0t Avenue W () A/III,,,,, 1. s . A/C CIIR 69/CIIIIaIp Hrural Avenue (1...) A/A 4 sec. A/A 8 sec. CR 69/VIIIcIlrlllIIIIing III,,, Ilrlllve (1..) A/I113 1...3 sec. A/ID 26 sec. C III,,,,, 69/US 1....69 North Ramp co A/A ' ,.0 sec. A/1113 14 sec. C III,,,, 69/US 1...69 South Ramp (1) A/A 9 sec. A/ Ill,,,,,,y 1 sec. CIII°° 69 .SuubdIIIstlrlict A/1113 North Access («) A/A 9 sec. CIIR 69/CI1:R 1...6/SuuIbdliistlrliict A/IIS South Access («) A/A 6 sec. A/A 8 sec. nR CR15 IIMaIlrysttewln IRd/U "‘ ':1..69 North Ramp (3) A 6 sec. A 8 sec. IIIIrysotwln III d/U8 1.69 South Ramp () A 7 sec. A 8 sec. C III,,,,, ....5/C III"" 1.6 C (3) A 8 sec. A r 9 ' c c . C III ,, 5/ 1..2. 8tIh Street W () A/A 9 sec. A/III,,,,, 14 sec. indicates an uunnslignnallllircd linntersoctlionn wli"tlh slide -street stop conntrollly where the overall III,,,,,,,OS lis shown followed by the worst slide -street approach II,,..,..OS. 'The delay shown represents the worst side -street approach delay. (2) indicates an a.way stop c.ntroIintersection. (3) indicates an intersection with roundabout cone"troIII and was anrnaIllyz.ed using II,,,,DOS „„.;;r IIII 110) IIIII IIIII y '''''esot Sens" °vi!;,, wily The Scott County 2040 Comprehensive Plan identifies CR 78 as a potential roadway functional classification switch to a Principal Arterial. If the roadway is classified as a Principal Arterial, the roadway is likely to be planned to be reconstructed to a 3-lane or 4-lane divided roadway, to fit more in line with the functional classification. As mentioned previously, the mitigations identified in this study identify the minimum mitigation needed. The high-level planning review and intersection capacity analysis mitigation identified a need for left -turn lanes along CR 78 at both the CR 15 and CR 79 intersections. This essentially identifies a need for a 3-lane divided roadway within this segment of CR 78. Page 271 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 24 To understand the intersection needs if a 4-lane CR 78 facility were implemented, a sensitivity test was performed. The sensitivity test reviewed CR 78 as a 4-lane divided roadway with turn lanes; the all - way stop control at the CR 78/CR 15 and CR 78/CR 79 intersections were switched to north/south side -street stop for analysis purposes. The results of this sensitivity test, shown in Table 9, indicates that with a 4-lane divided section, traffic signals or roundabouts(2) would likely need to be included to accommodate p.m. peak hour operations along the CR 78 corridor. on 1111 lilt IIIII ivr�m IIIII IIIII oil a III IIIII IIIII uor A/C IIII IIII A/III y IIIIIIIIII sC 4 sec IIII,„![ Illy°" IIII IIII IIII°:::: c„, 'q....� IIIundlicates an uupsligunaIIIli .ed linteusec Noun wlitlh slide -street stop countroIIIy where the oveuraIIIIII I........O lis shown followed by the worst side -street approach II,,,,,,,OS; deIIIay shown represents the worst slide -street approach. (2.) CR 78 lis design .ted as a future Ipr::uncliIpaIII artenalII roadway lin the 2040 Scot. County CorilIpurethenslive If lllainy which states that roundabouts are not appropriate for urban IIpurliunciiIpaIII arteuriialII roadways. However,uroundaIbou s may beeasliIIIIlle and/or desliurabIlle in these Illoca.tlions and further discussion with area staIkeIhoIlldeurs slhouIIId occur .to determine the aIIPPuroIpurliiate traffic con. roll) L1,11111 IIIII" IIIIII la;rrr";In IIIII r� IIIIII"'Ib. IIIIII Illllli The Max Build scenario was reviewed to understand how the transportation system study area would be expected to operate if the study area TAZ's were to fully develop based on the land use and zoning potential from the City of Shakopee. It should be noted that the Max Build evaluation is meant to be a planning tool and the improvements identified in this section are to be considered potential improvements if current development plans and traffic volumes materialize. The following information summarizes the Max Build scenario. The following assumptions were included as part of the intersection capacity analysis: • The US 169/Mn Highway 41/CR 78 interchange project was completed, including a four -lane divided roadway that extends beyond the Emery Way intersection. • All new access locations are assumed to have left -turn and shared thru/right-turn lane configurations, including the Subdistrict A/B North and South Access (CR 16) and the westbound 128th Street approach at CR 15. • All of Mn Highway 41 is a four -lane divided roadway with turn lanes, and left turn lanes are provided on the Rail Frontage side -street approaches. • Hybrid roundabouts at the Marystown Road/US 169 Ramp intersections and the CR 15/CR 16 intersection. (1) • Left -turn lanes on all approaches at the CR 78/CR 69, CR 78/CR 15, and CR 78/CR 79 intersections. (1) The Mayy.ctozvn Road Corridor Study is evaluating these intersections to determine the appropriate traffic control. For the purpose of this study, roundabouts were assumed for these intersections. Page 272 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 25 IIIII d <«"IIIIrsec IIIII's1IIIII "" , «p city IIIII ??11111ysis Results of the Max Build scenario intersection capacity analysis, shown in Table 10, indicates that several study intersections are expected to operate at an overall LOS E or LOS F during the weekday a.m. and p.m. peak hours based on the assumptions identified. The issues and mitigation for the Max Build scenario are summarized in Table 11. An illustrative summary of the Max Build scenario peak hour operations before mitigation is shown in Figure 10, while an illustrative mitigation summary is presented in Figure 11. The Max Build scenario intersection capacity results, including with mitigation, are shown in Table 12, while detailed analysis results are shown in the Appendix. It should be noted that the Max Build evaluation is meant to be a planning tool and the improvements identified in this section are to be considered potential improvements if current development plans and traffic volumes materialize. IIIII°°,,; IIIIIII,,I lint or u ° p1, .11111 r Illlr�l 111111u01011111 pq fi S en IIrsc°l liiii°ty ikon l °ui IIIII sliiiis III 1111 e -,, Illl IIIII°IIIII I; m uuu r IIII1.IIII IF IIIII IIIII°IIIII Illlr Illlfi IIIII II111OS IIIIGIIIII IIM IIII 1.../ III lii III 1''Iro lire:to o (-) MN 41../IDoIm Con Drive in ,,,,,,,,, sec rIIIIIWn 27 sec. CIII" '78 III,;; IrneIlry Way /F a': in F/ ri in ,,,, ,,,,,,,,,, ,,,,, � III,,,, �' �/� III,,,, 69 � � �,/ � �I �I n� .'iu''il . i n F / m i n CI'? "7. /CIII" ...73 (1...) A/C/ �,,,,, sec. � C 20 sec. CIII,,,, CIII" I....E" () .. )-+1, sec. .. °'IIIoin CI'? ... 8/C III,,,,, ...7. ,7 () A/A 9 sec. F /F m"ili I in CI'? 78/CIII 7' , () "r" min r:::,`I�mn 9 CIII"" 69/1.0tllh Avenue W (1...) A/III,,) 34 sec. IE/F II'Imn CR 69/CIh IIp IlrIuraIII Avenue (....) / III,,,,, �,,,,, �,,,,, sec., ID � III,,, A/ 26 sec. CIR 69/V III' Ilr III III Ilan g III,,,,, Ilr III ve (1) IIII/III���������� 39Fi / > ;,. !;;� r'lli iimn CR 69/US 1..69 North Ramp () IE/F ��� ° lu'1 in IE/F i III 'li in CR 69/US 1..69 South Ramp (...) A/D 30 sec. F/�: m'I ,ii in CIIR 69/SuuuIbdIIIstllrlict A/10111113 North Access (1..) /IlII " 55 sec. F/ i in CR 69/C III R 1,,,, 6/S uuu Ilbd Iistllrli ct A/1111111113South Access () A/C 1.-m 'sec l„, F /F " 3 r in 0 III a Ilrystowln III o /US 69 North Ramp (3) A 6 sec. A 10 sec. IIM a Ilrystowln III,,,, / U S 169 South III" a Ilm Ilp (3) A 9 sec. A 10 sec., CR 1.... /C III,,,, 1.6 (3) III,:11 11....' sec. I11:113 sec. C III::::: 1,„..2, 8tIIII Street W (...) A III111 °' sec. Eil: ( 'Q....) IIIndicates an unslignallllized lintersectlion wl('th slide -street stop controlll, where the oveiraIIIIII 111,,,,,, 3 lis shown foIIIlllowed by the worst slide -street approach II,,,,,,,03 the deIllay shown represents s the worst side -street aIpIpro,r:cIII eIllay (2) IIIundlica"tes an aIIIIII....way stop con"trolll intersection. (3) IIIundlica"tes an intersection with roundabout con"troIII r u,.,ud was aunlaIllyzed using II,,,,,,,(CS 7 (4) IIIntersectlion operations are paur liialllllly caused by adjacent intersection queueing Page 273 of 617 Shakopee AUAR Transportation Analysis IID IIIII ! I I „„ IIII x 1111113u1111111111 <<rS I1111 Illlr IIIII IIIIIssuuluwe uurr r pii IIII liil: lull uunmm uu a uurn uurn ury IIII lull°tliiii ° ° l December 20, 2019 Page 26 IIII IPNP 2/ IIII"" , ii liii IIII IIII°°°°'iirc n°tage an 'II'? ,;'/11E11meryr,,,, y IIIunitersecttlions ,,ure expected t. operate at an ove ura III III III,,,,,,,,OS II 1 d uU rli nng both the a.m. a fn d p.m. peak hours, with uth side -street delays of greater than three (3 I m lii n uuu tes • C nnstruuu ct a traffic sign • C • nnstruuu ct south Ib un Way intersection • R uuu n. albuuu t n it ' o arm s iii d e re d 11 se proximity to r iii III ro d tr III or ro uu n •• Ib uu„t III eft.... tuuu rn urn at .th :t raiiiIII frontage due .to cks C IIII°1 ..7 8/ C IIII°° 69 `IIII°° ..78/179 IIImersectliions are expected t operate ..t ,,,,, n overall III,,,,,,,,ml 3 IIE during both the a m and Ip m peak hours, with delays expected to be 2, b minutes or goreter Intersectionrm c;>>uueuuues at the CII .. 8/CIII 69 untersectl° n are expected to extend into the III 69/Subdistrict A./IUU:3 South Access (CIII 16), c using operational issues • IInty rs e ct u, o rqueues at the C R /� 8/ /� 9 untorsectliion ore expected to extend lonto the CilloZ 8/CIII 7,,,/ intersection, causing operation' III issues • C nstruuu ct traffic sign 0.. III or r a urn. onstruuuct a westbound right -turn III accsmmodate to the heavy w stlb Ib , uuut (1) ne to und urnovm rent Illnitersectliion is expected to operate at an overallllll III,,,,,,,, OS OF during the a urmn n d Ip m peak hours IIImersectliion queues are expected ,textend into the CIII 6 I....28tllln Street liiwriteursecti, ,,, u o urm , ca vuu s ui n operation « III issues C nstruuu ct . „tor; ff iii sign III or ruuu n dl a Ibo uu t (. -,) C nww nstruuu ct und south Ib uuu n d right -turn lane a n d westlbsnd right -turn III • ne IIII /CIal °73 As lii d e n tliiflii ed lii n� the high-level Ilp III a n nn lii nn ; an Illys Ills the CIII "78 corridor iiis anticipated to be near cIlpacliity ; and 3-lane section should be considered Although not needed from an operation perspective, III e, ,t,,,,,,tuuu rn lanes should be Iprovide curs ecti, 'from a s;��, e,ty perspective Ilp ,,,,,,, uve C cm, unnst uruuu ct eastbound n d westlb uuu urn d III eft,,,,,, tuu rn lanes C1111 ' 1111"11 As lii d e n tliiflii ed lii n the high-level planning a urm illy is, the CIII:? "78 corridor iiis anticipated to be ne capacity and 3-lane section should Ilbe considered e,,,,,,s,treet approach Os expected to operate as a IIr:'u d uuu r lii n ' the Ilp „, urn Ilpe� Ilk hour C ns'truuu c't a so uu'tllh Ib uuu n d right -turn lane a n d e :• s'tllb"und III eft,,,,,,tuuu roan III n e (1) CR 78 is designated as a future principal arterial roadway in the 2040 Scott County Comprehensive Plan, which states that roundabouts are not appropriate for urban principal arterial roadways. However, roundabouts may be feasible and/ or desirable in this location and further discussion with area stakeholders should occur to determine the appropriate future traffic control. Page 274 of 617 Shakopee AUAR Transportation Analysis Illllsvuuuu IIIIV Billtliiiil °tliiii r uurma December 20, 2019 Page 27 CIR 69/1 Mtllll°° Avenue Illr° IIII° ►9/ ,IIII Illr IllyIlly aIIII Avenue 1 iU ii 1 ,s lii d e ntliiflii ein the existing conditions, the following lii un to ursecti° linos d. not meet access spacing gu iii clines TIhe C�III Z 69/10th Avenue intersection „ �y �� is expected to o Ilpe ur. ,te at III,,,,,,,,OS III,;; during the Ilp nn Ilpe Ilk Illn o U r, with side street del ys of three (3) minutes or greater I .ec nstruuuct Chap ,,unr cIII Avenue „ IIIuigur� with , .... !„th Avenue to create w „,,,,,,IIIeg iiiuntersectiii r,n C.nstruuuct a Traffic iii;,, n III or round bout CIIF 69 iiii ulrllll iiii ulr larive IIII° ►/ " mi '9 III' oIur1L [[lla' IIII°° a Illrn III[ III antersectlii. ns ore exllpecteto oIlper ..te t an ove ura III III IF during the a.m. an cs/o r p.m. p ca Ik hours, wi th side -street delays of three (3) minutes urgreater C s nstruct a traffic sign III or rouuu ure Ib ut CIIII°° 9/ "' : I ' » S i a °tlllh a IIII°° Iuirrlrm lllp III unteursecti u n Ills expected to o Ilpe urate ,; :.,, t n side-streetova urea d uuu urlii nay,, tlh e Ilp ur n Ilpea Ilk Ih o uuu r, withh delays of three (3) minutes or greater Construct traffic sill III signalized, cs,unsiii tlllh ruuu/ III eft,,,,,tuuu rn III n e on the westlbo uu tin ,r in III or uro uu un Sr about„„ er convertiiiin -he sh, r,red nd right -turn III n e co nfiii guuu ur Ilp Ilp uro eh to III eft,,,,, t uuu r in lane „till ure nd shared tllhruuu/rillgllht,..tuuurn lane unfiiiguuuratiiiotin and provide a IIIe t....,tuuurung III-, tine on t[h, eastIlbsuuuunrd aIlpIlpure cIlha CIIII°° 69/Subl iiii °tr iii ; // ;,%' 111 III V irtilh Access " IF 69/Sub 69/Subiiii torllll B S a °flh Access (CIIII°°t 16) As lii d e ntliiflii elii nn the high-level planning tin as III ys Ills the OIFR 69 cr+ rIrlriidoIr Ills anticipated t. be near cap rcity ,,tin, a ....IIIasureae section, should be considered Side -street operations are expected to ,c,:'r!Ilpeurate at III,,,,,,,,CJS III cc uuu rlii ng the Ilp un peak our, with side - street deIll,, iys of three S) minutes our gore tour Instruct a ure r urtllh Ibuuu tin d and s uuutlh Ilb err uuu tin d Ill e t...., t1...A run III ; urea in CR 9 C s nsturuuuct a traffic sign III our urns uu ur m,; bout CIIII°° 1.....5/ ...28tlh Street As iii d e untiii f iii e as iii n the high-level planning unr a III ys ills, the C III R 1..5 currlii d o ur lii s ; , untlii c lii Ilpated ,t. be near caaIlp cliity n a 5 IIIaureae section, should be considered Side -street aIlpIlpiraacIlls Ills expected to operate as a IF d uuu urlii m g the Ilp „. unn peak ls o uuu ur C •r instruct r urn urtllh Ib�� , uuu and and s + utllln Ilb, , uuu and left - turn rn III unr e tin CIS ,I.....5 Page 275 of 617 �lr IN �9 ? �llll�� r � of( a� tf/i Ilf rf I ' / ri / 1 / / �1 f� n i U r li � /// f /r { SI o / �� f r ri/ ;1 irrrrrrr� � �, D/y"(la61 M�JYt�1 t f / U IIIIII Imlll ��� m et t 111111111111111111111111111111111 ro/ Y % 111 f ) tJ >' � f'H � t flnl" t �i r / l / /r / / / l l 1111111,1111111111111111111111111111111111 th 1111111111111111111111111111111111111 IIImI Il y%/i uww��m�IWI �� I1JAxJJ 011 ' Aa Lr/oi umuuuuuuuuuu oulllillllquuml .11 p 7 r "i1// 40�irtlr 1111111111111111111111111111111111111111111111111 00(11,0 III il 0 IIIIIIII�III0111 / P r ,4 IIIIIIIII III Q� jai" ' f���/ ���U6Wi„ "�` ���k ✓/�,,, ,. �JJI�U���r������Yl>Mlll����rrr,�m�,. apo•iGewwns suo!TeaadO PI! xeW—p 1, 6id\seJn6id\S. //, rrrrr j � j //%//IJJllfivr, i%. rir,%eioi UM©1S u�uilli101Wl' „„„„ ,a a 0 ca cu cc c O as Et 4 �fr rl /,% z:/,/,!%;2"if::0 /,/ 111111111111111111111111111111111 Shakopee AUAR Transportation Analysis IIIII w ��rIII (IIII „,, IIII Ili III3a iiiii IIIII Sceuu c iiiii q y uurmu 11 < c«uiti Illlr a, ; iiiii° y An Olth ° iiiii uur�m III IIIII . IIII IIIII°IIIII t i u uur December 20, 2019 Page 30 III !IIII 1111 allk1111111111 IIIII.' IIIIL......,!r, S IIIII." °IIIII y 111011 r y IIMO Ilia ..... III I lii III II uro url: to ge MN 41.. I11011)e urn Con Drive R sec sec sec 8 sec C III,,,, ,78/ Ern un e iiry way II[;; 6 sec. 1E13 .. 3 sec. CIF'? " 8/C IIIIIIIR C ° i II[;; ,,;,,,,,C sec. C 30scc. C III,,,, 7 8/ C III,,,,R "7 8 Q IV...) A/C ,,,,,, sec. �, / D 26 sec. III,,,,? / III,,,,, 1 23 sec. 2 5 sec. CIII::: ... 8/CIII::: ...7....7 (1...) A/II11113 1.....'�..... sec. II[;;3 ID / ,' sec. '�'" CIF'? 78/C III,,,, ...7 If,,13 4 sec. C sec. CIII,,,, 69/ .....0tIh Avenue W/CIIIIaIIparraIII Avenue A 6 sec. A 10 sec.. C IIIR 69/V111 e it 111 lii urn g Drive sue' CR 69/US 1.....69 North urth III,,,, amp / .... Ilr� A 9 sec. III,,,, 1........... sec,. III,,,,, 69/US 1.....69 So uuutIh Ramp A 8 sec. III,,3 1.....3 sec. C III: / uuu Ibd ii stiirii ct A/I113 North Access 11134 sec ,. 1E3 1.... II sec, C IIIRRR 69/C IIIRRR 1.....6/S uuu Ibd its .rii c, A/ 1111113 South Access 1111113 P sec.„, 1111113 p 5 sec IIIairys. urn: III' « /U .....69 II" : >>rth II1::::RaumIIp (3) A 6 sec.. A 10 sec.. IIMarystown IIII ./US 169 South Ramp (') A 9 sec.„. A 10 sec. CR / CIII,,,, 16 2 sec. II[;3 20 sec. C III,,,,, ....... / .....28tIIIh Street w . u.) A/ II1lO �. � sec ,� C / 23 sec �'Q....) IIIndlica es an a nslIIgnallllIIzer lIIn ersec lioin wli h slide-streetsIIde-street stop cointrollly where the ove.raIIIIII III....... 5 lis shown foilliowed by the worst slice -street approach Il.......o IIhe delay shown represents the worst side -street approach deIllay. indicates an aIIIIII....way stop coiintirolll intersection.„ Illindlicates ain intersection with roundabout co ntro III a n d was analyzed using::....(CS. „ ?»(IIIII (IIIII Ionft (IIIII (IIIII Although not a study intersection, it is important to understand if the current proposed US 169 and MN 41 /CH 78 interchange configuration can accommodate the forecasted traffic volumes. Therefore, a planning -level review was conducted for the proposed Diverging Diamond Interchange (DDI) using a combination of Synchro/SimTraffic and Cap-X. Results of the analysis indicated that the DDI is expected to operate under capacity with the future Max Build traffic volumes. No operational issues are anticipated, and the current interchange design is reasonable. Page 278 of 617 Shakopee AUAR Transportation Analysis December 20, 2019 Page 31 UIIIIII III r The following information provides a summary of the analysis performed as part of the Shakopee AUAR Transportation Analysis: • Seventeen (17) study intersections were identified in the study area and analyzed utilizing Synchro/SimTraffic to establish a baseline condition. • The following AUAR scenarios were identified for future operations analysis: o The "2040 Comp Plan", which includes land use and staging assumptions consistent with both the Scott County 2040 Comprehensive Plan and the City of Shakopee 2040 Comprehensive Plan. This scenario is considered equivalent to the no -build alternative. o The "Max Build" scenario, which includes land uses consistent with the City of Shakopee's full build out potential based on feasible development. • Traffic forecasts from the 2040 Scott County Comprehensive Plan were used for the 2040 Comp Plan scenario. The Scott County Regional Travel Demand Model and socio-economic data was utilized to develop the Max Build Scenario forecasts. • All future forecasts and traffic analysis included the following planned improvements: o DDI interchange at MN 41 and US 169 (currently under construction) o East Frontage Road from CR 78 to CR 14 (currently under construction) o CR 16 extension to CR 69 (developer driven and funded — only partial City/County funding) • Detailed intersection capacity analysis was completed for the 2040 Comp Plan and Max Build scenarios using Synchro/SimTraffic and mitigation was developed for each scenario. • Based on the findings within this study, the area transportation network is expected to be able to support the potential development with the implementation of the mitigation identified for the respective AUAR scenarios. Page 279 of 617 Page 280 of 617 111 u 1111111111'1 � r vmr /r rl r r a r. �G1 I f / r I , J" 1 ,K�� �rf a I 'ti U /(�r ri r 1 r J ti� frr� , / I % 4iau� AISM�y WWm'o�a1��1 r �fl WV,,,IIIIIIIIIV,utluu,llll 1011 11 q , m � , Ill,uuu 1 " ,W IIIIII � "w� u 1,1ulluulouuVIII1lI111111II11111111 IN r ro/ / �mY rr fn�m�vuw 111111111111111111111111111111,1, 1111111111111111111111111111111111111111111111111 1441At, � r //�o l� o l�f, zz1 rllUr f %ioot/��� � �i/r y/ 1�N 14 �; IIIII �+ II 116611 IIIIIII( 111111111111111111111 (IIIIIII 1101111 11 i°11 iiil!111161In111m1uuuuuuliiiillNuouuuuuuuuuuuuuuuuuuuuuuliiiii iluii111111 iiiiiijlliij d11 1111111111111111111111111uuul 1M111N1111111�IIVu� N0°IIIII ului1111u"I�IIu11 11 m11111u11111111111111111111 ploololupull° I11II111,111111111111 11111 mIppIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII „411 dIIIIIIIIIIIIIIIIIIII IpIIIIIIIIl11111111111111111111 111 III11111111111111111111111111111111111111111 uIIIN'M'num uuuu IIYIYIYIWIYIWII'WIN'WIN'NIN'NIWUU�IIIIIIIIIIIIIWIIIIIIIIIIIIullllllll uuu) NNMN M1111 11111111111111111111111111111111111 11111111111111111111111111 um 1uuuuuuuu1111uuuuu11V11111111111WIIIIIIIIIIIIIIm u0000ii0"01,! I� I 1111111111111 , ,uuuuuuuuuuuuu 1111111111111 111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ),uuuu°°Ili iiPuuuuuuuuuu 111 N 1�11111111111 Illllil� 111111111 Ilmd 11111111111 11111111111111111111111111111111111111111111111111111111111111111111111111, /i/D,11J7111/rlc or/ Ip�Nl pp1111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII WNWIWIIIIIIIIIIIIIIIIIIIiiiPuuuuuuuuuuuuW WWWIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111111111� 111111111 1111 2040 Planned Land Use 1111111111111111111111111111111111111111111111111111111111111111111111 A 11111111111111111 I pp u11111111111111W1111uuumuuu uumu91111IV1lll III11Imuuull IIIIIIIVu I111111(IIIIIIIII 1111111111111111111111111111111°°°°°°°IIIIIIIIIIIIIIIIII , .. . )IIIII ullllllllllllllll I WNII 11111111111u IIIII IIIIV IIIIII IIIIIIIIIIV IIoloI IIIIIIIIIIII �00000000 111II1 1111 I' V WWVVWWW�WMW�WWIIIIII IIII1111uiiiiiiiMollM'A 111 m u 1111m1uuuuum uuuuuuuuumuuuuuuuuuuuuuuulluullllllllllllllllllll, ,uum I 1 11 1 Im uuuuuuu IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 uumlul 1 (IIIIIIIIIIII uunHH�WHM� Il IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIu,1l Downtown Riverfront UI11 wwwll 01) Im e I LO ` 11iii1i lllliiiiiiiilu ��IIIIIIIIIIIIII II 1,1 (IIIIIIIIIIIIIIIII I (IIIIIIIIIIIIIIIIIIIII (III (IIIIIIIIIIIIIIIIII 1111111111111�1111111111� Vlo, 11111111111111111111 pp 111I11111d11111p1111111111111111111111 �1V Wry�WI IwIWINW11111111' ,w IVuuuuiIIII1 iilmil 11VVuuuu 11111111111111111111111 IIIIIIIIIII 111,111,1u 4, (III u11111„� 1111111111111ud1 1��IIIII�IIIIIIIIIIII II II1111IM,,,,,,,,,,,,,w,„uuu) u„ uu„ uu„ u,u,u,u,uuuuuuuuuuu, IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII uu ono d4!!Puuuuuuuuuum uuuu uuuuuuupppp111111111111111111IIW uuumN111l1111111 IIIIII vIIIIIIIIIIIIII III IIIIIIIIII IIIIIIIII I 1111111111111111111111I!!!!!!!!(!;;;IIIII non 1uuu1111111M1111111I111111111111 1111111111111III (IIIIIII uuuuuulMuuuuuuuuuuudluul1111 luuuuul�!!!11111111111 11111111111111I1u1 "11\1111111111111111111111111111111111 1 uu1ul11uuuuuummuuuuuuum ul I tiN uwi54/Of % /lv 411, �)N�uu11111111 11 u1u1111111111111u� IIIIIIII1111111111111111111 IIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIuu111111 IIIINN1luuuuuuuMulllllllooll IIIIIII WWNWI'W'N1w WW N W iWl, IIIIIIIII ,wIIIIIlII11111111111Illlll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIuuIII11111111111111111111111111IIIIIIIIIIIIIIIIIIl11111 IIIIII 1111 I I l I111111111111111 lq!P1M11111111111111IIIII� uuuuuuuul iiiiiiiiiiidllll1 P11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIwIIIIIIIIIIIPII,IIIIIIIIIIIIPIIIIlIIl11IIII11III11 11111 111111111111 �1(1I1I1"IIVIII('IIIIIII muuuuuuuuu uu00000 0 ll0 ll0 l1l0 I uu m(III11ImI1II11I1I11I1I11II11I1I111Vumuuaumuuuu„1„.„. uuuu1 1 1 uI11IIIII uuuuuu IIIIIIIIIIIIIIIuuuIIuIIuIIuIIuIIuIIuIIuIIuIIuIIuIIIIuIIuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIuuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIulIIIIuN IIuNIIuIIuIuIu IIuIIuIIuIIuIIuIIIIIIIuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIV mull'1IIluu I I IIiiu 1111 II llllllllllullullullullum IIII1111111111lluNNNII� 11 1io1 11111 llllllllll 111111111u11111�1Wumuuuuuuuuuuuuuuuum 111111111111111111111111111111 lIluuI ul Au111111 umI1111IIII gpIuII IIIIIIIIIII 111uu1u111uuu1uIIIIIIIIIIIIIlll 111111111111 uu1u1u1u1u1u1u1llllllllllliiiiiidnlulll(IIIIIIIIIII m1111uuuIIIIIiiiiiV1mu1° 1 uIIIVuulmumm IIIul IIIIIIIIN 11 Downtown Business District Downtown Transition IIIIIIIII 1111111111111 Old Shakopee Neighborhood uuuuuuuuuuuumummm IIIIIII loon uu �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111,111, 11111111111111111111111111111111111111111111 uuu,llll �11 IIIIIIIIIIIIII mu ,,uuuum ulllllllllllllllllllllll ,uuuum um � m � IIIIIIIII 1� uuuuuuuuu uuuuuuupmjjj,uu„uuuuuuuu11111111111111puuuuuulllllllllllllllllllllll 111111111�� u loolo111111111111 IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111� nnm IIIIII �IIIIIIIIIIIIIIIIIIu� 1um IIIIIIIII ulNuul II,,,,,uuuuuuu,,,,,,l,,,,,,ulllllllllllllllllll1111PIIR 1111111111111111111111 111111 4kwt IIIII 11 11 1111 I III III 111 1 111 1NM'H1Nuuum 1 IIV IIIII �1VNI,��IIIIIIuulld I IIIIIIIIII IIIIIIII� ���IIIIIIIIIV111111111 uluV1V1 n�uuuuuuuuum I .... 1 11 N�� ,uuuuuuuuum ,uum uuuu))) au IIIIIIIIIIIIIIIIIIIIIIII 111111111 IIIIIII a II I� II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Iliii111111111111111111111111111iiiiii1111111111N I 111111111111111�1�1�1�1 �� ,ul lul uummuuu 1 Alluuumuuuuuuuuu Ill (III III IIU YNI 11111111 I I II II I k61Wn� u�lu IIIIIIIIIIIIIIIIIIIII�IUI�III I / uuuuuuuuuuuuuuuuuouuuum a uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum luuumluuumuuum uum uuuuuuuuuuum ��I1m 1 11111111111111111111111111111111111111111111111111111111111111111111111111M'N1N'N1NN1NN1M1NMMiM MMMMIVIHMMM1MNMN1NN1NNIMIVNMMMMIMM I VV y I pp u1W )t\l,‘,\\\ \ t, )1'',,,,),1II III IIIII Iillilll IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII IIIII '''',110,,,,, „), 111111111111111p1111 u j 1 V1 uu�1MflIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II 1VI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uuuuuu y 1\\I'l,l,„1,111,111,„ 1I ,II,1 uuuuuuuuuuuuuuuuuuuuuuuuuu1 llllllll j 1 1 (III 11 (lulu 1111MNNIN,,,,,uuuuuuuuuu ����III�qM'AMM'IIIIINNIIIIIIIu� IIIIIIIIIII IIIIIIIIII IIIIIIIIIIVum 1 1 uuuu 1111111111 0 1 uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum ,uum ,uuuuuum m u NN U uuuuuu ul�ulVuuM'null II'IM'M'� uuuu,,, I111 '' 111111,,,,,,,,uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuul uuuu ,uuu) M Nn��'IIIII'1111111111NII11„111111,I,IVI,111,11 I N u ,r ,uuuu W'M'WII � ��1����� 111 11II111�111111� NVIIWIVNINY�WV�Nwhuu uNN .... II iilllll uuuuuul111111111 pp uuuu NIIII uu1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 uuN1111 u�11�11 ,uuuu IIIIIIIIIIII IIMIIIIIIIIIIIIIIII111111IIIIIII �wl ll111111llllllllllll uuuu d,,,,,,,,,,,,,,,m1� 1111 m�1111111111111 wu 111�1111, " il1,,o11uuuuuuuuuuuuuuuuuudllllllllllllllu„uuuuuuum' �M lull „ N1N1111 111�1M N,wlwlwlwlwlwlwlwlwlwlwlwlwlwlWwllllllll IIIII Illlllllllllllullllll II 1 111� � ,Ww I1 V llllll lm M 1mn. uuuuuuu°I (III 1 111111111111111111111111111111111111111111 M Illllluuuu Ii111111111111puuuuulu IIIIIIIIiIIIIIIIIIIIIIII II I "' III (III o,,,,,,,,, luullmilWlllf p,WWIpN �uuuuum 111111111 llu V,,,,V WMMMIIIIIIII111 TOO ipa �I11r�� 1I1 1m • na. 1111111111111111111111111111 11 w�uuuuuuuuuuuuuuuuuuuuuul11111111111iiii111111uu11uuuuuuul �WIWIWIWhllllllllllllllllllll �lllllllllllllll �uuullllllllllllllllllll1111111111111 uwNllllulll 11111111111111111111111, 1111111111111111111111111111 N IIIIIII 111111111I!!!!1111111111�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�1111111 IIIIIIIIIII (IIIIIII IIIIII 1111NM1N IIIIII �lllllulllllll�lllll�l 1III °uuw�III IIIuI�11�111�111�11�1111111i�iiIVIVIVIVIu�iN IIIIIIIIIIIIIIBIIIIIVIW 1�«� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 IIM ,,,,,, 91N�Iu� IIIIIIIIIIIIIIIIII I �IIIIIIIIIIIIIIII i�� (IIIIIIIIIIII IIIIII��IIIIIIIIIII IIIIIIIIIIIIIIIIIIII III )uuuuuu V� uuu w uuuuuuuuum 111111111111 uuuuuuuuuu � NN IIIIIIIIIIIIII 11 uuuuuuu �w 11111111111111111111111 �d I umu 0 1 IIIIIIIIIIIIIIIIIIII 11�11 11)1 "j1111111u1� gym, �1 kll III 111I uul�l�um M'muuuu 1"iitluuuum uuuum II I°°°°°°1VVIIIIIIIIIIIIIIII�II IIIIIIIIIIII V ,I N NN(IIIIIIIIIIII (III Ip1u11111 IIIIII II� mullllp111uu uuuuuuumuuuuuuuuuuuuu uum III II (III iiiiiiiilllllll IIIIIIII�IIIIIIIIIII 1111111111111111111 IIIIII (III hti ll 1 ,mpuumuulu1111uVVV°°iiiouu u11 u111 11111111111111111111111111111111 11111111111111111111 lV'RIRV�1111111111111�1�11IIIIIIIIIIIIIIIIIIIIIIII;IIIIIIIIIIIIIIIIIIIIIIIIII111111uV^ IIIIIIIIIIIII��1111111111111111�1111I,II1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 111 III°'111111� ililllllllllllllllllIIIIIIIIII�I�II�IIIMuuuul�MM�iu1�MI�iN�����uuuuuuuuuuuuu (IIIIIII IIIIIl,l11�II��I�I �IIh���,��� �Ir�lrmll�mmmllr�rr�llrlrrl,�llrllr�rlr�r�1�11Nfr Mixed Use Corridor Mixed Use Center Mixed Use Employment Center MI III 111111111111111111111111111111111111 I I11 IIIII, 11 l� Illiiii�ulll�1111 1 0 c 1' (IIIIIIIIIIIIIIIIIIIII I I111 1111 ' lu U V,V,V,V,V,V,V,V,V,V,V,V,V,V,V,V,V,V,V,V,�1 111111111111111 'uulIWWWWWWWWWWWWN'WN'WW' I1NN 1111111111111111111111 11111111 IIIIIIIIIIIIIIIIIIII muuulu IIooIIVI IoI (III IIIIIII ,uuuuuuuuum MI �1 � �� uIIV1111 Entertainment District Mixed Residential Suburban Residential 111111111111111111�11111 I �1 u111111;11,11 11 1111�� IIIIIIIIIII u1�11 % uuu,llllllllll 1I� Municipal Limits ,III I IIIIIIIIIIIIIIIII1dV1,,,1 (IIIIIIIIIIIIIIIIII W III uuuuuuu) II " ° llllllppVl upl„°1 uuuu Illlll,ppuuul,uu 1ppuul III llllllll II IIWI II V I III III uuuuulluuu (III III (III uuuuuul� Illlllliilllllllllll uJ (III I u1111 (IIIIIIIIIIII, , NN III IIIII I „dlum II1� °Illuuluuuuu���Cllllllllllll l l l l l l l l) iiiih1i111lllllllllllllllllllllllllllll 1 1 loo111 liiiiiiiiiiiiiiii11111h l l l l l l l l l l l l l l l l l l l 111 1 Illllllllllluq�uuuuuu IIIIII 1I1111I1uu1�iiiiiiiiii,,,,,liiiiiiiiiiiiuuullllllllllllllllllllllllllllllllllllllllllllllll 1 \ \ ‘Il IIIIIIIIIIIII11111111111II11I(IIII�I�I�11111111III � IIIIIII IIIIIIIIII IIIIIIIIIIII II II IIIII1:11III IIIIIIIIII 11 11111����N�'MN1111111111111,11I 111111111111111,IIIIII111�V�� 11� 11II11111111 1111111 1111II11 M IIIII V,uuu,,,,,,,,,,,,,ullllllllllllllllll (III II Nlllu ��u„uuu) IV1111 uuuuuuuuuuuuuuuuuuuuuuul II NN (IIIIIIIIIIIIII(IIIIIIIIIIIIIIIIIIII IIIII pp �� (IIIIIIIIIIIIII Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllluuuumuuuu 1111111111A'w1N I11111111III (IIIIIII 1 III1111I(IIIIIIIIIIII„IIIIIIIIIIIIIIIII11pu,l 1 a 11VVumlllllllllllllllllll u11111I11 IIIIII 1I 11111 quo 0,01, VIMWUIWINIu W1IIIIIIIIIIIIIIIIIIIu 111111111111111111111111 1111111111111111 Page 281 of 617 IIIIIIIIIIIIW %�/ors r er///' o 1111111111111111 wyy�yywlxuv9l Nw'N )ywu w , u wu av 1/ 44 welly,'/ N� 7470 0,47 /f it 774 % 4%4 71 Pmw I � G � // � e r /�1�/ I f< , „ 'fir// 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.7 0.0 0.1 0.1 0.3 1.8 3.0 26.4 36.0 3.3 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 2.5 2.1 0.2 10.4 26.7 18.9 17.6 19.1 25: MN 41/Chestnut Blvd & US 169 Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 0.0 0.4 0.8 1.5 0.8 74.0 68.1 42.5 28.8 48.0 O 30: Chestnut Blvd & Emery Way Performance by approach Denied DelNeh (s) Total DelNeh (s) // 0.0 0.0 0.0 7.2 1.9 4.6 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.0 0.0 2.5 1.3 9.0 6.7 3.8 50: CR 73 & CR 78 Performance by approach Denied DelNeh (s) Total DelNeh (s) r 0.0 0.0 0.1 0.0 1.7 5.2 1.5 3.6 60: CSAH 15/CR 15 & CR 78 Performance by approach O Denied Del/Veh (s) Total DelNeh (s) E8 W8 NB SB All 0.0 0.0 0.2 0.0 0.1 11.6 10.0 10.5 6.4 10.0 70: CR 78 & CR 77 Performance by approach D Denied DelNeh (s) Total DelNeh (s) VI 0.0 0.0 0.1 0.0 5.5 6.5 3.7 6.0 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 1 Page 282 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs 80: CR 79 & CR 78 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.0 0.4 0.2 0.2 0.2 11.2 13.0 9.5 7.4 11.2 100: CR 69 & 10th Ave Performance by approach 000/// , Kfo i o 0 0 Denied DelNeh (s) Total DelNeh (s) 0.5 0.0 0.4 0.1 6.3 0.2 0.5 0.9 101: CR 69 & Chaparral Ave Performance by approach Denied Del/Veh (s) Total DelNeh (s) r 0.1 0.0 0.0 0.0 3.8 0.6 0.3 0.6 105: CR 69 & Vierling Dr Performance by approach Denied DelNeh (s) Total DelNeh (s) 1.1 3.0 0.0 0.0 0.4 6.5 9.1 0.8 0.6 2.1 11 110: CR 69 & US 169 N Ramp Performance by approach ur Denied DelNeh (s) Total DelNeh (s) 1/ 2.9 0.0 0.1 0.4 4.7 0.8 0.4 1.2 120: CR 69 & US 169 S Ramp Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 0.1 3.3 0.0 0.0 1.9 5.0 4.1 0.4 0.9 2.8 130: CR 69 Performance by approach Denied Del/Veh (s) Total DelNeh (s) r 0.1 0.0 0.0 0.0 4.3 4.1 0.0 3.1 200: CR 15 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 1/ 2.6 0.0 0.8 1.0 6.6 0.9 1.2 2.6 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 2 Page 283 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs 210: CR 15 & US 169 S Ramp Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.4 2.3 0.0 0.0 0.4 14.2 13.9 1.2 2.4 3.9 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 1.4 1.3 0.0 0.0 0.4 10.7 6.6 1.4 3.0 3.8 230: CR 15 & 128th St W Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 4.1 0.1 0.0 0.0 0.1 5.7 3.8 4.7 0.7 3.3 Total Network Performance / Denied DelNeh (s) Total DelNeh (s) 1.2 42.0 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 3 Page 284 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 124 131 81 157 7 7 19 47 56 46 62 121 1181 580 856 971 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L 30 6 22 T 342 135 274 480 0 1 1 0 r R T L T T R LT R L T 15 18 166 459 390 75 72 64 71 23 2 1 19 175 60 4 22 22 25 3 10 17 91 387 247 57 56 49 60 14 580 1235 1235 575 440 275 250 250 60 125 4 0 2 1 1 0 1 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 47 Average Queue (ft) 13 95th Queue (ft) 34 Link Distance (ft) 440 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 4 Page 285 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs Intersection: 25: MN 41/Chestnut Blvd & US 169 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L L T L T R L L T T R L 502 503 247 201 371 196 228 472 623 575 80 63 311 328 103 38 202 39 129 99 309 284 3 11 529 538 206 109 333 123 198 256 518 486 69 37 1235 1147 1527 1527 Storage Bay Dist (ft) 725 725 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 1 1 180 230 375 375 21 0 5 6 17 0 10 4 Intersection: 25: MN 41/Chestnut Blvd & US 169 330 250 Directions Served T T R Maximum Queue (ft) 359 361 301 Average Queue (ft) 221 204 61 95th Queue (ft) 333 327 236 Link Distance (ft) 1877 1877 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 575 Storage Blk Time (%) 6 Queuing Penalty (veh) 1 Intersection: 30: Chestnut Blvd & Emery Way Directions Served LT Maximum Queue (ft) 28 Average Queue (ft) 1 95th Queue (ft) 10 Link Distance (ft) 1147 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 5 Page 286 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L L TR LTR LTR 25 21 3 72 44 2 1 0 35 19 13 11 3 57 43 2579 810 4022 300 300 Intersection: 50: CR 73 & CR 78 Directions Served LR Maximum Queue (ft) 26 Average Queue (ft) 4 95th Queue (ft) 18 Link Distance (ft) 794 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 124 83 75 54 Average Queue (ft) 48 43 40 30 95th Queue (ft) 88 68 64 46 Link Distance (ft) 2562 2623 970 1262 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 6 Page 287 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs Intersection: 70: CR 78 & CR 77 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT LR 34 42 5 18 22 38 2623 971 Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 84 148 74 74 42 67 39 34 69 115 62 55 2623 2332 631 1187 Intersection: 100: CR 69 & 10th Ave Directions Served L R L Maximum Queue (ft) 57 51 29 Average Queue (ft) 18 17 3 95th Queue (ft) 43 40 18 Link Distance (ft) 2044 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 430 Storage BIk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 7 Page 288 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs Intersection: 101: CR 69 & Chaparral Ave Directions Served LR L Maximum Queue (ft) 52 25 Average Queue (ft) 10 3 95th Queue (ft) 36 15 Link Distance (ft) 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L TR L T R L R L 42 58 56 25 29 19 21 18 16 21 21 7 11 3 1 1 38 43 49 25 29 13 7 9 1182 1063 R 3 0 3 150 265 175 380 380 270 260 Intersection: 110: CR 69 & US 169 N Ramp Directions Served LT R L Maximum Queue (ft) 41 76 21 Average Queue (ft) 11 34 1 95th Queue (ft) 36 60 11 Link Distance (ft) 1153 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 340 Storage Blk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 8 Page 289 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R L 26 23 95 40 12 3 47 6 30 15 79 26 1005 1008 Intersection: 130: CR 69 300 340 Directions Served LTR Maximum Queue (ft) 28 Average Queue (ft) 5 95th Queue (ft) 22 Link Distance (ft) 964 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 200: CR 15 & US 169 N Ramp Directions Served LT R L Maximum Queue (ft) 88 76 40 Average Queue (ft) 35 36 12 95th Queue (ft) 69 58 32 Link Distance (ft) 1485 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 210 200 Storage BIk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 9 Page 290 of 617 11925 - Shakopee AUAR Existing AM 08/13/2019 Average of 5 Runs Intersection: 210: CR 15 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R LT R L R L 52 24 110 56 11 16 90 13 5 35 21 1 2 34 37 20 84 39 8 11 70 1041 1220 115 250 165 270 370 Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W L T T R L T T R 28 25 11 17 59 21 4 100 6 3 0 3 19 3 0 42 24 16 3 13 47 16 4 75 1783 1783 2699 2699 R L 4 98 0 32 2 71 265 415 285 215 430 Directions Served L LTR LTR LT Maximum Queue (ft) 26 31 17 24 Average Queue (ft) 8 16 1 2 95th Queue (ft) 27 40 8 12 Link Distance (ft) 769 1262 1900 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 37 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing AM.syn SimTraffic Report Page 10 Page 291 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.9 0.0 0.1 0.1 0.4 3.8 2.7 32.1 41.2 4.1 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 0.0 2.3 1.5 0.2 11.5 21.8 19.9 14.7 16.5 25: MN 41/Chestnut Blvd & US 169 Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 0.0 0.0 0.9 1.3 0.8 56.6 58.3 34.9 31.3 40.2 O 30: Chestnut Blvd & Emery Way Performance by approach Denied DelNeh (s) Total DelNeh (s) i 0.0 0.0 0.1 0.0 7.2 1.7 3.5 5.0 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.0 0.0 4.3 1.3 7.0 10.8 4.8 50: CR 73 & CR 78 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.0 2.4 4.6 3.5 60: CSAH 15/CR 15 & CR 78 Performance by approach O Denied Del/Veh (s) Total DelNeh (s) E8 W8 NB SB All 0.0 0.0 0.2 0.0 0.0 13.3 9.4 7.8 8.5 10.1 70: CR 78 & CR 77 Performance by approach D Denied DelNeh (s) Total DelNeh (s) VI 0.0 0.0 0.1 0.0 5.9 5.4 4.2 5.4 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 1 Page 292 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs 80: CR 79 & CR 78 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.0 0.2 0.1 0.2 0.1 11.8 10.2 6.9 9.0 10.1 100: CR 69 & 10th Ave Performance by approach 000/// , Kfo i o 0 0 Denied DelNeh (s) Total DelNeh (s) 0.7 0.0 0.5 0.4 8.1 0.2 0.8 1.6 101: CR 69 & Chaparral Ave Performance by approach Denied Del/Veh (s) Total DelNeh (s) r 0.1 0.0 0.0 0.0 4.8 0.6 0.4 0.8 105: CR 69 & Vierling Dr Performance by approach Denied DelNeh (s) Total DelNeh (s) 1.4 2.7 0.0 0.0 0.4 8.9 10.5 0.8 0.9 2.5 11 110: CR 69 & US 169 N Ramp Performance by approach ur Denied DelNeh (s) Total DelNeh (s) 1/ 2.2 0.0 0.0 0.4 4.6 0.8 1.0 1.5 120: CR 69 & US 169 S Ramp Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 0.1 3.2 0.0 0.0 1.0 7.8 3.1 0.3 0.7 1.6 130: CR 69 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.1 0.0 0.0 0.0 5.2 3.0 0.1 1.3 200: CR 15 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 1/ 2.6 0.0 1.0 1.4 12.4 1.5 1.8 5.6 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 2 Page 293 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs 210: CR 15 & US 169 S Ramp Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.2 3.3 0.0 0.0 0.5 14.1 6.9 1.2 2.4 3.0 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 1.5 1.3 0.0 0.0 0.4 7.5 4.8 1.2 1.3 2.5 230: CR 15 & 128th St W Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 3.0 0.1 0.0 0.0 0.2 4.9 5.0 3.9 0.9 2.3 Total Network Performance / Denied DelNeh (s) Total DelNeh (s) 1.2 36.5 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 3 Page 294 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR T LTR LTR 320 184 53 81 153 31 13 2 15 47 164 85 54 57 113 1181 585 474 856 971 0 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L 34 8 27 T 404 149 320 474 0 4 r R T L T T R LT R L T 15 46 76 360 295 13 58 68 61 38 1 3 10 130 27 2 19 19 23 6 9 60 54 269 139 8 49 47 52 25 585 1235 1235 575 440 275 250 250 60 125 2 1 0 1 1 0 0 0 0 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 54 Average Queue (ft) 17 95th Queue (ft) 39 Link Distance (ft) 440 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 4 Page 295 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs Intersection: 25: MN 41/Chestnut Blvd & US 169 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L L T L T R L L T T L T 387 384 347 98 219 69 194 168 314 289 268 575 237 250 182 34 107 27 107 62 160 139 28 339 360 365 303 81 191 58 172 136 279 255 130 524 1235 1147 1527 1527 1877 Storage Bay Dist (ft) 725 725 180 230 375 375 250 Storage Blk Time (%) 0 4 Queuing Penalty (veh) 0 0 22 2 3 0 0 3 Intersection: 25: MN 41/Chestnut Blvd & US 169 Directions Served T R Maximum Queue (ft) 551 278 Average Queue (ft) 323 20 95th Queue (ft) 513 140 Link Distance (ft) 1877 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 575 Storage Blk Time (%) 0 Queuing Penalty (veh) 2 Intersection: 30: Chestnut Blvd & Emery Way Directions Served LR Maximum Queue (ft) 33 Average Queue (ft) 14 95th Queue (ft) 39 Link Distance (ft) 720 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 5 Page 296 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) L TR L LTR LTR 21 6 32 60 81 2 0 4 30 38 11 3 21 49 67 3693 810 4022 Intersection: 50: CR 73 & CR 78 Directions Served LT Maximum Queue (ft) 12 Average Queue (ft) 1 95th Queue (ft) 6 Link Distance (ft) 2562 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 129 76 62 73 Average Queue (ft) 58 41 32 38 95th Queue (ft) 103 65 51 60 Link Distance (ft) 2562 2623 970 1262 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 6 Page 297 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs Intersection: 70: CR 78 & CR 77 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT LR 28 54 1 27 11 45 2623 971 Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 102 87 57 75 49 45 29 42 83 71 47 65 2623 2332 631 1187 Intersection: 100: CR 69 & 10th Ave Directions Served L R L Maximum Queue (ft) 71 47 33 Average Queue (ft) 30 15 6 95th Queue (ft) 56 36 25 Link Distance (ft) 2044 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 430 Storage BIk Time (%) 0 Queuing Penalty (veh) 0 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 7 Page 298 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs Intersection: 101: CR 69 & Chaparral Ave Directions Served LR L Maximum Queue (ft) 53 26 Average Queue (ft) 21 2 95th Queue (ft) 42 15 Link Distance (ft) 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L TR L T R L 40 50 65 48 30 23 13 17 28 13 12 5 35 36 54 37 30 19 1182 1063 R L 4 18 0 3 4 14 R 7 0 6 150 265 175 380 380 270 260 Intersection: 110: CR 69 & US 169 N Ramp Directions Served LT R L R Maximum Queue (ft) 56 63 27 3 Average Queue (ft) 27 34 5 0 95th Queue (ft) 50 57 21 2 Link Distance (ft) 1153 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 340 300 Storage Blk Time (%) Queuing Penalty (veh) C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 8 Page 299 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R 30 26 64 9 8 26 28 26 48 1005 1008 Intersection: 130: CR 69 R L 6 33 0 5 5 21 R 1 0 1 300 285 340 105 Directions Served LTR Maximum Queue (ft) 28 Average Queue (ft) 4 95th Queue (ft) 20 Link Distance (ft) 964 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 200: CR 15 & US 169 N Ramp Directions Served LT R R L Maximum Queue (ft) 149 157 6 59 Average Queue (ft) 59 64 0 21 95th Queue (ft) 120 115 4 47 Link Distance (ft) 1485 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 210 320 200 Storage BIk Time (%) 0 Queuing Penalty (veh) 1 C:AUsers\bclark\Documents\SHakopee AUAR\8-12-19\1_Existing\Existing PM.syn SimTraffic Report Page 9 Page 300 of 617 11925 - Shakopee AUAR Existing PM 08/13/2019 Average of 5 Runs Intersection: 210: CR 15 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R LT R L R L 30 20 59 56 19 13 81 9 3 18 24 2 0 33 29 16 43 39 12 5 65 1041 1220 115 250 165 270 370 Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W L T T R L T T R 27 22 4 21 49 29 11 60 8 3 0 4 18 5 0 33 26 15 3 15 42 21 6 52 1783 1783 2699 2699 L L 4 47 0 14 3 39 265 415 285 215 430 Directions Served L TR LTR LT Maximum Queue (ft) 26 24 34 22 Average Queue (ft) 10 4 11 1 95th Queue (ft) 30 17 35 11 Link Distance (ft) 689 769 1900 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 16 C:\Users\bclark\Documents\SHakopee AUAR\8-12-19\1 _Existing\Existing PM.syn SimTraffic Report Page 10 Page 301 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.0 0.1 0.2 0.2 0.5 17.4 11.0 272.2 164.2 20.4 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.5 2.3 2.2 0.4 12.0 119.6 20.8 23.1 66.7 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) 0.0 0.0 0.6 0.1 0.1 4.9 1.0 16.1 10.3 6.0 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.0 0.0 3.1 3.7 18.6 14.1 7.2 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.2 0.0 2.6 5.3 4.8 9.1 5.0 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 0.0 0.2 0.0 0.0 18.0 16.0 13.9 12.8 15.3 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 0.1 0.0 5.8 7.3 5.3 6.5 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 0.0 0.9 0.2 0.2 0.5 16.0 117.3 9.2 9.4 64.4 SimTraffic Report Page 1 Page 302 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs 100: CR 69 & 10th Ave Performance by approach Ia Denied DelNeh (s) Total DelNeh (s) 0.6 0.0 1.0 0.3 12.0 0.3 1.7 2.2 101: CR 69 & Chaparral Ave Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 0.0 0.0 0.0 5.5 1.1 0.4 1.1 105: CR 69 & Vierling Dr Performance by approach Denied Del/Veh (s) Total DelNeh (s) 1.1 2.7 0.0 0.0 0.4 12.0 11.6 1.4 1.2 3.6 110: CR 69 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.8 0.0 0.0 0.2 10.2 1.2 0.8 3.2 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 1.2 0.0 0.0 0.4 9.1 7.1 0.7 1.9 3.5 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 3.2 0.7 0.0 0.0 0.2 8.9 5.9 2.3 1.6 2.7 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Performance by approach O Denied Del/Veh (s) Total DelNeh (s) a 1 0.8 1.0 0.0 0.0 0.2 6.6 6.5 3.0 2.4 3.8 200: CR 15 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 1/ 1.1 0.0 0.5 0.5 50.6 1.3 2.1 18.5 SimTraffic Report Page 2 Page 303 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs 210: CR 15 & US 169 S Ramp Performance by approach II Denied DelNeh (s) Total DelNeh (s) 2.1 0.9 0.0 0.0 0.3 591.2 519.0 2.5 4.6 121.5 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.1 1.0 0.1 0.0 0.2 429.5 29.9 3.4 3.9 85.8 230: CR 15 & 128th St W Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 1.2 0.5 0.0 0.0 0.2 8.8 6.8 4.2 2.0 4.3 Total Zone Performance O Denied DelNeh (s) Total DelNeh (s) 1.0 1322.3 SimTraffic Report Page 3 Page 304 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR T LTR LTR 868 541 296 96 234 256 147 106 34 3 82 83 850 425 228 70 245 245 3202 585 474 474 856 971 0 4 2 0 0 42 10 1 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L 85 27 66 T 363 139 286 474 T 229 58 157 474 0 0 R 20 2 13 L 615 267 749 T 1235 827 1507 1192 29 174 T 1191 747 1485 1192 15 87 R LT R L T 430 87 59 73 31 54 29 23 32 6 276 66 51 66 22 563 440 275 440 230 60 125 1 0 58 7 2 1 0 0 26 3 1 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 48 Average Queue (ft) 13 95th Queue (ft) 34 Link Distance (ft) 440 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 305 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 490 250 Storage Blk Time (%) Queuing Penalty (veh) L R L LT R LTR 24 4 27 160 25 65 3 0 6 65 11 25 17 3 22 127 27 51 1183 1778 0 0 Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 65 4 25 29 145 134 28 0 5 3 57 58 55 3 21 18 109 104 2634 2585 2610 1600 Intersection: 50: CR 73 & CR 78 Directions Served LTR LTR LTR Maximum Queue (ft) 41 41 105 Average Queue (ft) 6 15 52 95th Queue (ft) 27 38 87 Link Distance (ft) 2585 2596 1489 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 5 Page 306 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 200 167 129 166 86 77 62 74 153 131 104 133 2556 2622 2760 1263 Intersection: 70: CR 78 & CR 77 a Directions Served LT TR LR Maximum Queue (ft) 65 2 55 Average Queue (ft) 19 0 23 95th Queue (ft) 50 2 45 Link Distance (ft) 2622 2623 1536 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 150 1318 96 91 Average Queue (ft) 67 697 49 46 95th Queue (ft) 116 1746 78 73 Link Distance (ft) 2623 2332 2421 2744 Upstream BIk Time (%) 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 6 Page 307 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 100: CR 69 & 10th Ave Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 101: CR 69 & Chaparral Ave L R R L 84 51 9 53 34 20 1 19 68 40 6 44 2044 213 430 Directions Served LR L Maximum Queue (ft) 52 29 Average Queue (ft) 20 5 95th Queue (ft) 41 21 Link Distance (ft) 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L T R L T R L 64 73 66 43 53 36 2 19 32 20 26 24 15 24 9 0 1 8 48 53 55 38 44 27 2 10 25 1182 1063 1442 R 5 0 3 Storage Bay Dist (ft) 150 265 175 380 380 270 260 Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 7 Page 308 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 110: CR 69 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R L T R 119 89 47 2 11 53 44 15 0 0 92 72 39 2 7 1985 900 300 340 300 Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R L T R L 42 70 110 19 2 22 64 13 28 52 1 0 2 18 34 55 86 11 2 12 46 1005 1905 1017 300 210 285 340 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) L L TR LTR LTR 38 40 70 25 60 9 16 33 2 17 33 41 58 15 47 1279 2362 305 150 150 SimTraffic Report Page 8 Page 309 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage BIk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 51 40 60 69 25 53 16 17 30 34 1 12 43 43 55 58 12 40 1693 1651 1600 2362 Intersection: 200: CR 15 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R R L 548 280 10 56 219 98 0 17 540 264 6 43 2423 21 48 210 320 200 Intersection: 210: CR 15 & US 169 S Ramp Directions Served LT Maximum Queue (ft) 1153 Average Queue (ft) 601 95th Queue (ft) 1291 Link Distance (ft) 1640 Upstream BIk Time (%) 3 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage BIk Time (%) 87 Queuing Penalty (veh) 22 R LT R L T R L R 175 1459 350 34 2 55 190 10 51 789 179 11 0 12 68 0 178 1662 457 31 2 34 141 5 2627 1171 115 72 65 250 165 270 370 175 0 0 SimTraffic Report Page 9 Page 310 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage BIk Time (%) 82 Queuing Penalty (veh) 24 Intersection: 220: CR 15 & CR 16 L T T R L T T R L T 445 1534 1314 64 128 66 56 150 62 3 389 777 222 23 45 26 16 67 19 0 558 1752 1070 46 108 55 43 117 48 2 3122 3122 2699 2699 1900 265 415 R L 8 107 0 48 4 85 285 215 215 430 Directions Served T R Maximum Queue (ft) 2 8 Average Queue (ft) 0 0 95th Queue (ft) 2 4 Link Distance (ft) 1171 1171 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) 0 0 Queuing Penalty (veh) 0 0 Zone Summary L TR L TR LTR LT 86 65 35 42 44 54 34 25 8 15 6 5 65 48 31 41 27 27 1661 1957 1263 1900 100 Zone wide Queuing Penalty: 505 SimTraffic Report Page 10 Page 311 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) 3.2 0.9 0.1 148.4 5.1 Total DelNeh (s) 34.0 26.2 807.2 1067.3 64.3 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.6 2.1 2.2 0.4 13.9 134.1 33.0 25.2 66.9 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB AI 0.0 0.0 0.7 0.1 0.1 3.8 0.9 13.2 7.0 4.1 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.0 0.0 3.7 3.2 13.5 33.1 12.8 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.1 0.0 4.0 5.1 5.8 8.9 4.9 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 0.0 0.2 0.0 0.0 27.1 16.8 12.6 23.8 21.6 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 0.2 0.0 5.6 6.7 8.3 6.5 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 0.0 0.5 0.2 0.3 0.3 28.5 134.3 10.1 22.3 66.9 SimTraffic Report Page 1 Page 312 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs 100: CR 69 & 10th Ave Performance by approach ye7 eel Denied DelNeh (s) Total DelNeh (s) 0.7 0.0 0.6 0.4 20.9 0.3 1.4 4.4 101: CR 69 & Chaparral Ave Performance by approach 000/// , Kfo 0 0 0 0 Denied DelNeh (s) Total DelNeh (s) 0.1 0.0 0.0 0.0 7.2 1.1 0.5 1.3 105: CR 69 & Vierling Dr Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 1.5 2.7 0.0 0.0 0.4 22.5 23.4 1.3 1.4 6.1 O 110: CR 69 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.6 0.0 0.0 0.2 13.5 1.6 1.6 4.5 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 0.9 0.0 0.0 0.3 15.4 17.7 0.7 2.2 6.5 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 1.5 1.1 0.0 0.0 0.2 8.0 6.9 2.0 1.6 2.7 140: CR 69 & Subdistrict B South Acess/Subdistrict A South Access Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 1.0 1.0 0.0 0.0 0.2 8.5 6.7 2.4 3.4 3.9 D 200: CR 15 & US 169 N Ramp Performance by approach r Denied DelNeh (s) Total DelNeh (s) 593.9 543.7 0.1 1.3 1/ 0.6 267.0 2.7 205.4 SimTraffic Report Page 2 Page 313 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs 210: CR 15 & US 169 S Ramp Performance by approach II Denied DelNeh (s) Total DelNeh (s) 85.0 264.0 0.0 0.0 51.2 1023.9 1315.8 2.3 5.4 271.7 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.1 1.0 0.0 0.0 0.2 164.4 35.0 3.4 2.4 40.4 230: CR 15 & 128th St W Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 0.5 0.8 0.0 0.0 0.1 7.3 9.7 3.8 2.7 3.9 Total Zone Performance O Denied DelNeh (s) Total DelNeh (s) 75.1 1849.9 SimTraffic Report Page 3 Page 314 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR T LTR LTR 1527 659 470 248 480 818 270 245 105 28 220 446 1306 689 425 212 558 1001 2857 585 474 474 856 971 1 14 10 3 18 0 161 55 18 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L 54 14 41 T 341 151 293 474 0 0 T 327 119 249 474 0 0 R 17 3 14 L 560 166 590 T 1158 746 1466 1192 32 179 T 1130 666 1472 1192 25 138 R LT R L T 347 127 79 107 74 35 32 18 43 8 221 99 50 87 50 563 440 275 440 230 60 125 1 1 51 5 7 0 1 0 0 20 2 3 0 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 79 Average Queue (ft) 22 95th Queue (ft) 58 Link Distance (ft) 440 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 315 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served L Maximum Queue (ft) 31 Average Queue (ft) 5 95th Queue (ft) 22 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) R 20 1 10 L 31 8 25 R 1 0 1 LT 102 42 77 1183 R LTR 29 59 10 21 26 44 1778 Storage Bay Dist (ft) 300 300 490 490 250 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 62 19 34 15 85 321 23 1 7 1 39 140 51 8 26 7 70 292 2634 2585 2610 1600 Intersection: 50: CR 73 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 66 44 36 73 Average Queue (ft) 17 5 15 35 95th Queue (ft) 52 25 38 64 Link Distance (ft) 2585 2555 2596 1626 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 5 Page 316 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 308 198 99 272 125 86 50 128 271 157 83 242 2555 2622 2760 1262 Intersection: 70: CR 78 & CR 77 a Directions Served LT TR LR Maximum Queue (ft) 45 2 84 Average Queue (ft) 9 0 41 95th Queue (ft) 32 2 70 Link Distance (ft) 2622 2623 1602 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 278 1216 93 230 Average Queue (ft) 119 641 45 101 95th Queue (ft) 227 1346 75 205 Link Distance (ft) 2623 2332 2421 2744 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 6 Page 317 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 100: CR 69 & 10th Ave Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 2 Queuing Penalty (veh) 1 Intersection: 101: CR 69 & Chaparral Ave L R R L 144 127 13 54 63 23 0 18 119 86 6 44 2044 213 430 Directions Served LR L Maximum Queue (ft) 70 32 Average Queue (ft) 28 8 95th Queue (ft) 53 28 Link Distance (ft) 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L T R L T R L T R 101 102 107 59 46 40 2 10 35 1 12 35 35 42 17 15 9 0 0 8 0 1 74 76 83 45 36 28 2 5 26 1 7 1182 1063 1442 1219 Storage Bay Dist (ft) 150 265 175 380 380 270 260 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 SimTraffic Report Page 7 Page 318 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 110: CR 69 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R L T R 188 82 53 1 19 75 40 20 0 2 143 67 45 1 10 1985 1442 0 0 300 340 300 Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R L R L 55 174 116 23 29 69 20 67 39 2 3 26 45 146 101 13 16 55 1005 1907 0 1 300 210 285 340 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage BIk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 45 26 62 70 5 63 13 7 26 32 0 18 38 25 53 54 3 50 1494 1278 2365 307 SimTraffic Report Page 8 Page 319 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 140: CR 69 & Subdistrict B South Acess/Subdistrict A South Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage BIk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 42 48 73 67 37 59 14 16 31 34 3 14 40 44 59 58 20 44 1693 1651 1600 2365 Intersection: 200: CR 15 & US 169 N Ramp Directions Served LT Maximum Queue (ft) 2475 Average Queue (ft) 2367 95th Queue (ft) 2770 Link Distance (ft) 2423 Upstream BIk Time (%) 86 Queuing Penalty (veh) 0 R R L 280 16 60 276 1 22 327 7 50 Storage Bay Dist (ft) 210 320 200 Storage BIk Time (%) 99 0 Queuing Penalty (veh) 405 0 Intersection: 210: CR 15 & US 169 S Ramp Directions Served LT Maximum Queue (ft) 1667 Average Queue (ft) 1075 95th Queue (ft) 1972 Link Distance (ft) 1640 Upstream BIk Time (%) 25 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage BIk Time (%) 97 Queuing Penalty (veh) 39 R 175 68 208 LT 2670 2007 3316 2641 48 0 115 0 99 0 124 R L T R L T R 350 38 5 43 162 2 19 201 9 0 11 72 0 1 484 29 3 31 132 2 10 1171 988 250 165 270 370 175 SimTraffic Report Page 9 Page 320 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan 08/16/2019 Average of 10 Runs Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage BIk Time (%) 50 Queuing Penalty (veh) 15 Intersection: 220: CR 15 & CR 16 L T T R L T T R L T 419 569 53 65 217 54 56 123 69 4 274 204 18 27 80 24 17 54 25 0 517 713 45 53 179 49 46 94 55 3 3122 3122 2699 2699 1900 265 415 R L 6 64 0 25 3 51 285 215 215 430 Directions Served T R Maximum Queue (ft) 1 10 Average Queue (ft) 0 1 95th Queue (ft) 1 7 Link Distance (ft) 1171 1171 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) 0 Queuing Penalty (veh) 0 Zone Summary L TR L TR LTR LT 58 67 34 48 71 58 18 31 9 13 14 10 45 55 31 39 48 38 1770 1683 1262 1900 100 R 4 0 3 300 Zone wide Queuing Penalty: 1163 SimTraffic Report Page 10 Page 321 of 617 11925 - Shakopee AUAR 08/20/2019 2040 AM Comp Plan_Operations After CR 15 Signals Average of 10 Runs 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.0 0.0 3.2 3.9 19.2 16.0 7.6 50: CR 73 & CR 78 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.2 0.0 2.6 5.3 6.1 9.6 5.2 60: CSAH 15/CR 15 & CR 78 Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 0.0 0.0 0.2 0.0 0.0 19.9 19.5 14.7 14.5 17.4 70: CR 78 & CR 77 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.0 5.9 7.5 6.0 6.8 80: CR 79 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.6 0.2 0.2 0.4 16.4 113.8 9.6 9.5 63.0 230: CR 15 & 128th St W Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 1.1 0.5 0.0 0.0 0.2 8.0 7.5 4.1 2.8 4.4 Total Zone Performance i Denied Del/Veh (s) Total DelNeh (s) 0.4 1341.5 SimTraffic Report Page 1 Page 322 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_Operations After CR 15 Signals 08/20/2019 Average of 10 Runs Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 71 4 36 34 148 150 30 0 6 4 61 58 57 3 24 20 111 117 2634 2585 2610 1600 Intersection: 50: CR 73 & CR 78 Directions Served LTR LTR LTR Maximum Queue (ft) 63 38 127 Average Queue (ft) 8 13 53 95th Queue (ft) 36 36 93 Link Distance (ft) 2585 2596 1489 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 221 212 146 191 Average Queue (ft) 87 90 63 79 95th Queue (ft) 169 177 113 152 Link Distance (ft) 2556 2622 2760 1263 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 2 Page 323 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_Operations After CR 15 Signals 08/20/2019 Average of 10 Runs Intersection: 70: CR 78 & CR 77 Directions Served LT TR LR Maximum Queue (ft) 69 2 60 Average Queue (ft) 21 0 24 95th Queue (ft) 54 2 46 Link Distance (ft) 2622 2623 1536 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 152 1215 106 103 69 677 52 48 117 1317 87 81 2623 2332 2421 2744 Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR LTR LT 67 62 31 38 64 40 32 25 9 15 6 4 58 45 31 40 33 21 1661 1957 1263 1900 Storage Bay Dist (ft) 100 100 Storage BIk Time (%) 0 Queuing Penalty (veh) 0 Zone Summary Zone wide Queuing Penalty: 0 SimTraffic Report Page 3 Page 324 of 617 11925 - Shakopee AUAR 08/20/2019 2040 PM Comp Plan_Operations After CR 15 Signals Average of 10 Runs 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.0 0.0 3.8 3.3 15.2 42.2 15.1 50: CR 73 & CR 78 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.1 0.0 4.0 4.8 6.1 8.6 4.8 60: CSAH 15/CR 15 & CR 78 Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 0.0 0.0 0.2 0.0 0.0 33.0 16.6 13.1 129.0 62.6 70: CR 78 & CR 77 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.0 5.5 6.6 8.4 6.3 80: CR 79 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 1.4 0.2 0.3 0.6 46.2 165.7 10.2 19.4 82.9 230: CR 15 & 128th St W Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 0.6 0.9 0.0 0.0 0.1 17.1 17.1 4.6 6.6 7.2 Total Zone Performance i Denied Del/Veh (s) Total DelNeh (s) 0.7 1447.0 SimTraffic Report Page 1 Page 325 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_Operations After CR 15 Signals 08/20/2019 Average of 10 Runs Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 70 10 30 25 101 382 25 0 6 1 42 161 54 4 24 11 76 350 2634 2585 2610 1600 Intersection: 50: CR 73 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 85 39 45 78 20 5 16 36 58 23 40 62 2585 2555 2596 1626 Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 327 175 101 1053 Average Queue (ft) 146 82 49 597 95th Queue (ft) 305 137 82 1190 Link Distance (ft) 2555 2622 2760 1262 Upstream Blk Time (%) 1 Queuing Penalty (veh) 5 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 2 Page 326 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_Operations After CR 15 Signals 08/20/2019 Average of 10 Runs Intersection: 70: CR 78 & CR 77 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT LR 48 89 11 39 35 70 2622 1602 Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LTR LTR LTR 427 1397 89 188 192 774 45 93 452 1747 75 163 2623 2332 2421 2744 3 0 Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) 0 2 Queuing Penalty (veh) 0 1 Zone Summary L TR L TR LTR LT R 82 128 39 40 138 145 10 22 40 10 12 25 23 0 58 106 35 37 81 96 5 1770 1683 1262 1900 100 0 0 300 Zone wide Queuing Penalty: 6 SimTraffic Report Page 3 Page 327 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_With Improvements 08/16/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.3 0.0 2.5 2.8 0.2 2.7 4.9 25.9 37.0 4.7 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 2.5 2.0 0.2 12.1 18.4 16.6 22.1 15.9 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) 0.0 0.0 0.6 0.1 0.1 5.0 1.0 16.4 10.5 6.0 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.8 0.0 0.1 3.4 3.9 16.4 12.0 6.7 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.2 0.0 2.7 5.1 5.2 9.7 5.1 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 0.0 0.4 0.0 0.1 13.4 21.4 14.1 9.4 14.7 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 0.1 0.0 5.9 7.4 5.8 6.7 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 0.0 0.9 0.6 1.3 0.7 16.6 42.1 9.7 8.6 27.1 SimTraffic Report Page 1 Page 328 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_With Improvements 08/16/2019 Average of 10 Runs 100: CR 69 & 10th Ave Performance by approach Ia Denied DelNeh (s) Total DelNeh (s) 0.6 0.0 0.9 0.3 11.9 0.3 1.6 2.2 101: CR 69 & Chaparral Ave Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 0.0 0.0 0.0 4.3 1.0 0.4 1.1 105: CR 69 & Vierling Dr Performance by approach Denied Del/Veh (s) Total DelNeh (s) 1.2 2.6 0.0 0.0 0.4 12.6 12.4 1.4 1.3 3.8 110: CR 69 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.8 0.0 0.0 0.2 10.3 1.2 0.8 3.2 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 1.2 0.0 0.0 0.4 8.5 7.4 0.8 2.0 3.6 O 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 3.2 0.7 0.0 0.0 0.2 9.7 6.5 2.5 1.6 2.9 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 0.8 1.0 0.0 0.0 0.2 6.3 7.0 3.1 2.6 4.0 D 200: CR 15 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 1/ 1.4 0.0 0.5 0.6 17.4 5.1 9.7 10.8 SimTraffic Report Page 2 Page 329 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_With Improvements 08/16/2019 Average of 10 Runs 210: CR 15 & US 169 S Ramp Performance by approach 7/ Denied DelNeh (s) Total DelNeh (s) 1.3 1.0 0.0 0.0 0.2 23.9 19.4 8.7 11.8 12.5 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.1 1.3 0.1 0.0 0.3 22.2 12.3 14.7 14.2 15.5 777/ 230: CR 15 & 128th St W Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 1.1 0.5 0.0 0.0 0.2 9.0 7.5 4.1 2.7 4.6 Total Zone Performance O Denied DelNeh (s) Total DelNeh (s) 0.9 689.1 SimTraffic Report Page 3 Page 330 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_With Improvements 08/16/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 200 Storage BIk Time (%) Queuing Penalty (veh) L T L LT R LT R 41 5 37 52 28 77 97 5 0 7 11 10 17 26 26 4 25 36 29 56 71 3193 822 937 200 100 100 0 1 0 0 0 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L T T R L T T R LT R L T 69 291 172 20 94 222 242 36 72 60 80 41 24 126 59 3 27 93 115 5 24 22 32 7 58 236 136 13 67 182 205 20 55 47 69 26 1103 1103 1192 1192 563 440 0 0 275 440 230 60 125 0 1 1 0 0 0 0 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 60 Average Queue (ft) 15 95th Queue (ft) 40 Link Distance (ft) 440 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 331 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan With Improvements 08/16/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 490 250 Storage Blk Time (%) Queuing Penalty (veh) L R L LT R LTR 27 15 33 156 26 66 3 1 6 65 9 25 15 8 23 123 26 51 1183 1778 Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 72 5 35 33 57 116 82 84 31 0 5 4 23 49 34 39 61 2 24 19 48 90 65 67 2628 2579 2610 1599 Storage Bay Dist (ft) 300 300 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: CR 73 & CR 78 Directions Served LTR LTR LTR Maximum Queue (ft) 50 37 122 Average Queue (ft) 9 12 52 95th Queue (ft) 32 34 92 Link Distance (ft) 2579 2596 1489 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 5 Page 332 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan With Improvements 08/16/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 108 107 33 219 54 136 80 104 48 50 8 96 18 59 42 50 89 85 29 196 44 101 70 86 2549 2617 2754 1257 Storage Bay Dist (ft) 300 300 300 300 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 70: CR 78 & CR 77 1 0 a Directions Served LT TR LR Maximum Queue (ft) 74 10 56 Average Queue (ft) 21 0 26 95th Queue (ft) 56 6 46 Link Distance (ft) 2617 2617 1530 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 38 144 399 673 51 114 69 80 12 68 83 259 21 47 37 33 35 116 312 635 46 82 59 60 2617 2326 2415 2738 Storage Bay Dist (ft) 300 300 200 200 Storage BIk Time (%) Queuing Penalty (veh) 21 0 17 0 SimTraffic Report Page 6 Page 333 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_With Improvements 08/16/2019 Average of 10 Runs Intersection: 100: CR 69 & 10th Ave Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 101: CR 69 & Chaparral Ave L R R L 83 58 14 52 34 20 0 19 67 44 6 43 2044 213 430 Directions Served LR L R Maximum Queue (ft) 47 29 3 Average Queue (ft) 20 5 0 95th Queue (ft) 38 22 3 Link Distance (ft) 1078 213 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L T R L R L T 51 82 67 44 58 48 22 43 1 20 28 25 15 25 10 1 8 0 45 59 54 38 44 32 10 27 1 1182 1063 1219 R 4 0 3 Storage Bay Dist (ft) 150 265 175 380 380 270 260 Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 7 Page 334 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan With Improvements 08/16/2019 Average of 10 Runs Intersection: 110: CR 69 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R L 107 87 46 51 43 16 88 69 41 1985 R 3 0 2 300 340 300 Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R L R L 41 75 131 21 23 59 13 30 56 2 3 19 34 59 97 11 16 47 1005 1905 300 210 285 340 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) L L TR LTR LTR 34 40 75 26 51 10 15 33 1 17 34 40 59 13 43 1278 2361 305 150 150 SimTraffic Report Page 8 Page 335 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan_With Improvements 08/16/2019 Average of 10 Runs Intersection: 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage BIk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 44 42 69 70 26 68 14 20 33 34 2 14 40 45 60 57 14 45 1687 1646 1599 2361 Intersection: 200: CR 15 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 210 Storage BIk Time (%) 0 Queuing Penalty (veh) 1 Intersection: 210: CR 15 & US 169 S Ramp L TR T T R L T T 223 91 67 65 58 87 182 95 119 44 20 20 18 35 76 28 186 75 51 52 45 72 146 69 2424 986 986 2079 2079 320 200 0 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 95 83 113 88 68 60 86 110 247 74 39 51 40 30 54 24 21 20 28 52 102 22 7 10 81 69 99 59 52 47 63 93 206 61 28 34 1640 2626 1171 1171 986 986 Storage Bay Dist (ft) 115 250 165 270 370 Storage BIk Time (%) 0 0 1 Queuing Penalty (veh) 0 0 2 175 SimTraffic Report Page 9 Page 336 of 617 11925 - Shakopee AUAR 2040 AM Comp Plan With Improvements 08/16/2019 Average of 10 Runs Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage BIk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 220: CR 15 & CR 16 L T T R L T T R L T R L 175 53 60 67 73 60 45 119 112 186 35 205 78 17 13 23 23 20 11 53 49 89 13 101 147 40 39 50 55 48 35 91 92 161 31 178 3122 3122 2699 2699 1900 265 415 285 215 215 430 0 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) T R 74 44 25 13 61 34 1171 1171 Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) 0 0 Queuing Penalty (veh) 0 0 Zone Summary L TR L TR LTR LT 83 55 36 45 42 40 34 24 9 17 6 4 63 47 33 43 26 23 1661 1957 1257 1900 100 Zone wide Queuing Penalty: 21 SimTraffic Report Page 10 Page 337 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_With Improvements 08/20/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.3 0.0 2.1 1.8 0.2 2.8 4.6 63.0 51.7 5.7 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 2.2 2.2 0.2 12.2 17.6 19.2 21.0 15.3 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB AI 0.0 0.0 0.7 0.1 0.1 3.8 0.9 13.4 6.5 4.1 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.6 0.0 0.1 3.6 3.3 12.9 16.5 7.8 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.1 0.0 4.2 4.8 7.2 10.4 5.1 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 0.0 0.7 0.0 0.1 15.7 18.1 12.7 17.7 16.7 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 0.2 0.0 5.6 6.7 9.7 6.6 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 0.0 1.2 0.5 1.3 0.8 61.9 25.1 11.2 14.3 32.3 SimTraffic Report Page 1 Page 338 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_With Improvements 08/20/2019 Average of 10 Runs 100: CR 69 & 10th Ave Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.8 0.0 0.5 0.4 21.7 0.3 1.4 4.5 101: CR 69 & Chaparral Ave Performance by approach 000/// , Kfo 0 0 0 0 Denied DelNeh (s) Total DelNeh (s) 0.1 0.0 0.0 0.0 8.2 1.1 0.5 1.4 105: CR 69 & Vierling Dr Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 1.4 2.5 0.0 0.0 0.4 20.6 26.5 1.4 1.5 6.2 O 110: CR 69 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.7 0.0 0.0 0.2 13.9 1.7 1.7 4.6 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 0.9 0.0 0.0 0.3 13.8 14.5 0.7 2.2 5.6 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 1.4 1.0 0.0 0.0 0.2 9.8 6.8 2.1 1.7 2.9 140: CR 69 & Subdistrict B South Acess/Subdistrict A South Access Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 0.7 1.0 0.0 0.0 0.2 7.7 6.9 2.5 3.6 4.0 D 200: CR 15 & US 169 N Ramp Performance by approach r Denied DelNeh (s) Total DelNeh (s) 1/ 1.6 0.0 0.6 0.9 16.3 9.4 22.2 16.4 SimTraffic Report Page 2 Page 339 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_With Improvements 08/20/2019 Average of 10 Runs 210: CR 15 & US 169 S Ramp Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.3 1.1 0.0 0.0 0.3 20.7 19.3 9.7 13.8 14.0 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.1 1.3 0.0 0.0 0.2 20.5 14.2 13.8 10.9 13.8 230: CR 15 & 128th St W Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 0.5 0.6 0.0 0.0 0.1 10.0 13.7 4.3 4.8 5.3 Total Zone Performance O O Denied DelNeh (s) Total DelNeh (s) 0.9 805.7 SimTraffic Report Page 3 Page 340 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_With Improvements 08/20/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 200 200 Storage BIk Time (%) Queuing Penalty (veh) L T L T T 63 2 42 1 1 10 0 10 0 0 39 1 29 1 1 2846 1103 1103 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 R LT R LT R 5 78 55 107 90 0 26 13 32 25 4 75 44 78 68 822 937 200 100 100 2 0 0 0 0 1 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L T T R L T T R LT R L T 56 273 224 28 69 172 187 23 87 56 95 34 14 126 94 3 23 74 96 4 24 19 45 6 42 224 178 16 54 138 167 16 56 44 85 23 1103 1103 1192 1192 563 440 275 440 230 60 125 0 0 0 1 0 0 0 0 0 1 0 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 69 Average Queue (ft) 21 95th Queue (ft) 50 Link Distance (ft) 440 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 341 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan With Improvements 08/20/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 490 250 Storage Blk Time (%) Queuing Penalty (veh) L R L LT R LTR 30 15 30 104 24 48 5 1 8 44 9 19 22 7 25 81 25 39 1183 1778 Intersection: 40: CR 69 & Chestnut Blvd/CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 63 6 33 20 53 77 130 155 26 0 7 1 17 36 54 64 54 3 27 9 42 64 98 118 2628 2579 2610 1599 Storage Bay Dist (ft) 300 300 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: CR 73 & CR 78 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 71 37 41 86 Average Queue (ft) 20 4 15 36 95th Queue (ft) 54 22 38 68 Link Distance (ft) 2579 2549 2596 1626 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 5 Page 342 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan With Improvements 08/20/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 108 130 52 195 54 103 124 234 54 61 22 87 23 44 55 99 92 100 48 158 45 78 96 184 2549 2616 2754 1257 Storage Bay Dist (ft) 300 300 300 300 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 70: CR 78 & CR 77 0 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT LR 54 118 10 42 36 80 2616 1595 Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 333 550 146 356 43 87 135 94 41 246 54 136 16 45 59 47 199 510 141 284 40 74 103 78 2617 2326 2415 2738 Storage Bay Dist (ft) 300 300 Storage BIk Time (%) 22 3 Queuing Penalty (veh) 7 4 200 200 SimTraffic Report Page 6 Page 343 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_With Improvements 08/20/2019 Average of 10 Runs Intersection: 100: CR 69 & 10th Ave Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 3 0 Queuing Penalty (veh) 1 0 Intersection: 101: CR 69 & Chaparral Ave L R R L 148 98 13 57 66 21 0 17 125 65 5 43 2044 213 430 Directions Served LR L Maximum Queue (ft) 93 28 Average Queue (ft) 28 5 95th Queue (ft) 63 22 Link Distance (ft) 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) L TR L T R L R L R 89 91 132 61 50 53 14 46 25 34 32 43 21 16 10 1 9 1 70 67 94 49 40 30 8 28 11 1182 1063 265 175 380 380 270 260 SimTraffic Report Page 7 Page 344 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan With Improvements 08/20/2019 Average of 10 Runs Intersection: 110: CR 69 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R L R 181 74 61 20 73 39 23 2 137 61 48 10 1985 300 340 300 Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R L R L 62 154 84 19 35 69 19 62 38 2 3 26 43 124 67 11 18 56 1005 1907 R 2 0 2 300 210 285 340 105 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage BIk Time (%) Queuing Penalty (veh) L TR L TR LTR 43 28 52 67 71 15 7 23 32 18 39 26 50 55 52 1494 1278 307 SimTraffic Report Page 8 Page 345 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan_With Improvements 08/20/2019 Average of 10 Runs Intersection: 140: CR 69 & Subdistrict B South Acess/Subdistrict A South Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage BIk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 44 40 72 76 22 63 16 16 32 36 2 17 43 41 61 60 13 50 1687 1646 1599 2364 Intersection: 200: CR 15 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 210 Storage BIk Time (%) 1 0 Queuing Penalty (veh) 6 0 Intersection: 210: CR 15 & US 169 S Ramp L TR T T R L T T 250 181 91 96 76 177 244 179 154 73 44 40 27 77 117 51 238 134 82 82 60 150 200 120 2424 986 986 2182 2182 320 200 1 1 0 2 1 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 117 74 148 104 62 65 85 119 225 114 66 56 51 29 71 35 17 24 35 50 119 39 11 12 97 62 125 75 46 55 72 93 199 86 43 39 1640 2640 1173 1173 986 986 Storage Bay Dist (ft) 115 250 165 270 370 175 Storage BIk Time (%) 1 Queuing Penalty (veh) 0 SimTraffic Report Page 9 Page 346 of 617 11925 - Shakopee AUAR 2040 PM Comp Plan With Improvements 08/20/2019 Average of 10 Runs Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 220: CR 15 & CR 16 L T T R L T T R L T R L 137 43 41 75 107 51 49 95 164 148 46 163 70 15 10 26 47 18 10 44 55 60 9 67 120 36 31 55 90 45 36 77 113 116 29 124 3122 3122 2699 2699 1900 265 415 285 215 0 0 0 0 215 430 Directions Served T R Maximum Queue (ft) 170 42 Average Queue (ft) 69 14 95th Queue (ft) 139 32 Link Distance (ft) 1173 1173 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) 0 0 Queuing Penalty (veh) 0 0 Zone Summary L TR L TR LTR LT 62 81 44 43 99 114 17 32 9 13 21 16 44 60 33 38 66 60 1770 1683 1257 1900 100 R 9 0 4 300 Zone wide Queuing Penalty: 24 SimTraffic Report Page 10 Page 347 of 617 11925 - Shakopee AUAR AM Max Build 08/16/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.4 0.1 2.3 1135.0 59.7 6.0 8.4 377.1 1767.8 47.0 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.2 0.0 2.5 2.6 0.4 29.2 32.5 20.9 31.4 30.6 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) 0.0 0.0 232.3 0.2 30.5 9.8 1.7 730.2 241.3 115.0 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 2.1 0.0 0.3 5.0 6.3 354.6 92.1 77.7 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.2 0.0 3.7 6.3 18.3 17.0 8.1 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 0.1 0.5 0.0 0.1 22.4 184.8 26.9 19.0 64.2 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 0.1 0.0 7.6 8.2 8.8 8.0 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 0.0 109.4 0.6 1.3 55.2 24.2 300.9 10.0 9.3 155.6 SimTraffic Report Page 1 Page 348 of 617 11925 - Shakopee AUAR AM Max Build 08/16/2019 Average of 10 Runs 100: CR 69 & 10th Ave Performance by approach Ia Denied DelNeh (s) Total DelNeh (s) 0.7 0.0 1.0 0.3 34.0 0.4 2.4 5.0 101: CR 69 & Chaparral Ave Performance by approach Denied DelNeh (s) 0.2 0.0 0.0 0.0 Total DelNeh (s) 11.3 1.3 0.5 2.0 105: CR 69 & Vierling Dr Performance by approach Denied Del/Veh (s) Total DelNeh (s) 1.2 2.7 0.0 0.0 0.4 38.9 37.5 1.8 1.6 11.0 110: CR 69 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.8 0.0 0.0 0.2 195.7 1.8 1.3 45.1 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 1.2 0.0 0.0 0.3 29.5 22.2 1.3 2.9 9.0 O 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 2.1 0.8 0.0 0.0 0.4 54.6 42.0 7.0 3.5 18.4 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Performance by approach O Denied Del/Veh (s) Total DelNeh (s) E8 W8 NB SB All 0.9 0.9 0.0 0.0 0.4 17.2 15.4 4.9 4.0 9.6 D 200: CR 15 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 1/ 1.4 0.0 0.5 0.6 17.7 5.5 11.0 11.3 SimTraffic Report Page 2 Page 349 of 617 11925 - Shakopee AUAR AM Max Build 08/16/2019 Average of 10 Runs 210: CR 15 & US 169 S Ramp Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.1 1.1 0.0 0.0 0.2 22.5 22.9 10.7 12.6 13.9 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.2 1.3 0.1 0.0 0.3 39.3 13.7 21.4 17.8 21.8 230: CR 15 & 128th St W Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 1.1 0.4 0.0 0.0 0.2 12.9 10.1 5.1 4.5 6.5 Total Zone Performance O Denied DelNeh (s) Total DelNeh (s) 33.1 1549.0 SimTraffic Report Page 3 Page 350 of 617 11925 - Shakopee AUAR AM Max Build 08/16/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 200 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 L T L T T R LT R 182 70 37 4 1 31 242 118 56 3 9 0 0 1 110 29 131 43 26 5 1 11 280 108 3193 1103 1103 822 LT 992 918 1106 937 84 0 R 150 30 126 200 200 100 100 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 39 100 0 8 45 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L T T R L T T R LT R L T 325 629 557 20 140 446 468 249 95 91 164 194 102 291 182 4 35 220 248 35 33 33 104 27 256 563 443 15 120 377 409 163 75 70 164 117 1103 1103 1192 1192 563 440 Storage Bay Dist (ft) 285 275 440 230 60 125 Storage Blk Time (%) 0 11 1 1 10 4 3 8 0 Queuing Penalty (veh) 0 12 0 0 15 3 1 2 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 74 Average Queue (ft) 25 95th Queue (ft) 57 Link Distance (ft) 440 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 351 of 617 11925 - Shakopee AUAR AM Max Build 08/16/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 490 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: CR 69 & Chestnut Blvd/CR 78 L R L T R 160 2 25 7 23 72 0 6 0 2 134 2 22 3 12 1024 LT 1217 916 1545 1183 55 0 490 250 90 18 R LTR 350 815 91 392 340 940 1778 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: CR 73 & CR 78 L TR L TR L 110 7 37 50 450 43 0 8 13 189 80 6 29 36 521 2628 2579 TR 1289 657 1596 2610 1 0 L TR 349 330 180 85 362 226 1599 300 300 300 63 12 0 40 19 1 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 71 62 148 132 Average Queue (ft) 12 7 61 60 95th Queue (ft) 42 34 119 107 Link Distance (ft) 2579 2549 2596 1489 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 5 Page 352 of 617 11925 - Shakopee AUAR AM Max Build 08/16/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 136 198 408 1192 56 225 138 213 63 91 89 618 26 96 52 88 116 159 371 1351 51 200 85 184 2549 2617 2754 1257 Storage Bay Dist (ft) 300 300 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 70: CR 78 & CR 77 61 1 1 12 1 2 a Directions Served LT TR LR Maximum Queue (ft) 113 20 85 Average Queue (ft) 33 1 30 95th Queue (ft) 81 9 59 Link Distance (ft) 2617 2617 1530 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L 47 243 450 16 109 387 42 207 640 2617 Storage Bay Dist (ft) 300 300 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 TR 2384 1905 2951 2326 57 0 99 79 L TR L TR 46 94 71 64 23 48 38 34 45 78 62 54 2415 2738 200 200 SimTraffic Report Page 6 Page 353 of 617 11925 - Shakopee AUAR AM Max Build Intersection: 100: CR 69 & 10th Ave 08/16/2019 Average of 10 Runs Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 6 0 Queuing Penalty (veh) 4 0 Intersection: 101: CR 69 & Chaparral Ave L R R L 162 152 11 83 60 32 1 29 133 109 8 64 2044 213 430 Directions Served LR L R Maximum Queue (ft) 120 41 2 Average Queue (ft) 37 8 0 95th Queue (ft) 82 30 2 Link Distance (ft) 1078 213 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L T R L T R L R 209 288 127 59 68 62 6 26 34 17 50 90 48 19 23 18 0 2 7 1 127 213 111 49 47 43 5 13 24 8 1182 1063 1442 Storage Bay Dist (ft) 150 265 175 380 380 270 260 Storage Blk Time (%) 0 9 0 Queuing Penalty (veh) 1 8 0 SimTraffic Report Page 7 Page 354 of 617 11925 - Shakopee AUAR AM Max Build 08/16/2019 Average of 10 Runs Intersection: 110: CR 69 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LT R L T R 1114 375 64 2 10 547 200 26 0 1 1283 474 52 2 5 1985 900 53 77 300 340 300 Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LTR 142 44 104 1005 LT 259 82 209 1905 1 4 R 224 80 161 L 43 11 34 T 2 0 2 1017 R 35 6 24 L 90 32 69 R 7 0 2 300 210 285 340 105 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 225 247 148 265 139 110 107 56 42 106 42 40 211 161 120 228 95 83 1059 1278 2361 305 Storage Bay Dist (ft) 150 150 Storage Blk Time (%) 16 0 0 13 Queuing Penalty (veh) 12 0 0 7 SimTraffic Report Page 8 Page 355 of 617 11925 - Shakopee AUAR AM Max Build Intersection: 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access 08/16/2019 Average of 10 Runs Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 151 141 88 140 73 66 61 58 42 63 16 18 117 103 74 112 50 52 1687 1646 1599 2361 Storage Bay Dist (ft) 150 150 Storage Blk Time (%) 1 0 0 0 Queuing Penalty (veh) 2 0 0 0 Intersection: 200: CR 15 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 210 Storage Blk Time (%) 1 Queuing Penalty (veh) 1 Intersection: 210: CR 15 & US 169 S Ramp L TR T T R L T T 226 120 72 68 70 98 203 125 131 45 22 23 23 39 87 34 200 89 55 57 54 78 158 86 2424 986 986 2079 2079 320 200 0 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 95 93 184 90 76 64 113 151 261 112 50 44 40 32 82 26 23 26 42 71 107 32 9 9 78 72 149 63 55 54 89 128 201 78 35 33 1640 2626 1171 1171 986 986 Storage Bay Dist (ft) 115 250 Storage Blk Time (%) 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 165 270 370 175 SimTraffic Report Page 9 Page 356 of 617 11925 - Shakopee AUAR AM Max Build Intersection: 220: CR 15 & CR 16 08/16/2019 Average of 10 Runs Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage Blk Time (%) 5 Queuing Penalty (veh) 2 Intersection: 220: CR 15 & CR 16 L T T R L T T R L T R L 268 124 51 60 84 61 50 154 149 226 51 263 136 19 15 22 30 21 11 72 66 124 20 126 272 83 40 49 69 49 37 124 122 201 41 224 3122 3122 2699 2699 1900 265 415 285 215 0 1 0 1 215 430 Directions Served T R Maximum Queue (ft) 137 60 Average Queue (ft) 53 21 95th Queue (ft) 110 47 Link Distance (ft) 1171 1171 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LT 87 69 49 81 56 74 36 27 21 40 7 14 66 52 48 69 29 48 1661 1957 1257 1900 Storage Bay Dist (ft) 100 100 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Zone Summary Zone wide Queuing Penalty: 378 SimTraffic Report Page 10 Page 357 of 617 11925 - Shakopee AUAR PM Max Build 08/16/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 0.4 0.1 2.2 1337.8 100.6 4.0 7.6 289.1 1516.6 52.3 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 2.0 2.2 0.3 24.9 29.7 20.6 25.2 26.9 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) 0.0 0.0 0.6 205.5 44.1 6.1 1.8 135.9 569.9 125.6 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.6 1.1 0.3 5.3 5.5 69.8 450.4 122.8 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.1 0.0 5.8 7.6 20.0 20.2 8.5 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 3.5 0.8 0.0 1.0 25.2 418.1 15.5 184.6 183.4 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 50.8 10.6 21.0 9.6 300.4 71.4 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 2.0 24.1 0.5 1.3 10.8 432.8 210.1 11.9 15.3 225.6 SimTraffic Report Page 1 Page 358 of 617 11925 - Shakopee AUAR PM Max Build 08/16/2019 Average of 10 Runs 100: CR 69 & 10th Ave Performance by approach ye7 eel Denied DelNeh (s) Total DelNeh (s) 0.8 0.0 0.7 0.4 281.3 0.4 2.0 47.4 101: CR 69 & Chaparral Ave Performance by approach 000/// , Kfo 0 0 0 0 Denied DelNeh (s) 0.2 0.0 0.0 0.0 Total DelNeh (s) 25.4 1.3 0.8 5.0 105: CR 69 & Vierling Dr Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 29.3 2.3 0.0 0.0 5.0 300.2 89.6 2.0 2.1 58.6 O 110: CR 69 & US 169 N Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 1.6 0.0 0.0 0.4 182.0 2.3 2.3 48.6 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 178.1 590.4 0.0 0.0 136.7 794.9 1035.4 1.3 3.6 215.5 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 1.4 1.1 0.0 0.0 0.4 240.2 45.1 5.5 8.2 54.5 140: CR 69 & Subdistrict B South Acess/Subdistrict A South Access Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 76.0 47.0 0.0 0.4 23.2 395.5 367.8 5.0 203.0 205.2 200: CR 15 & US 169 N Ramp Performance by approach r Denied DelNeh (s) Total DelNeh (s) 1/ 1.7 0.0 0.6 0.9 17.1 9.9 25.3 18.0 SimTraffic Report Page 2 Page 359 of 617 11925 - Shakopee AUAR PM Max Build 08/16/2019 Average of 10 Runs 210: CR 15 & US 169 S Ramp Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.2 1.1 0.0 0.0 0.3 20.8 20.3 11.7 15.6 15.5 220: CR 15 & CR 16 Performance by approach O Denied DelNeh (s) Total DelNeh (s) 0.1 1.3 0.0 0.0 0.2 23.6 15.2 19.8 13.5 17.1 230: CR 15 & 128th St W Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB AI 0.6 0.9 0.0 0.0 0.1 113.5 159.0 5.7 32.7 40.1 Total Zone Performance O O Denied DelNeh (s) Total DelNeh (s) 64.5 1876.6 SimTraffic Report Page 3 Page 360 of 617 11925 - Shakopee AUAR PM Max Build 08/16/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L R L T R LT R 82 1 53 2 12 205 103 20 0 12 0 0 88 24 60 1 36 1 8 212 92 1103 822 LT 992 943 1031 937 93 0 R 150 43 152 Storage Bay Dist (ft) 200 200 200 200 100 100 Storage Blk Time (%) 30 0 99 1 Queuing Penalty (veh) 6 0 80 2 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage Blk Time (%) Queuing Penalty (veh) L T T R L T T R LT R L T 200 472 427 21 70 380 415 168 80 62 160 180 45 246 187 4 25 180 212 20 27 19 97 25 148 433 368 15 60 324 362 104 62 47 156 92 1103 1103 1192 1192 563 440 275 440 230 60 125 7 2 0 6 2 1 5 0 4 0 0 6 1 0 1 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 111 Average Queue (ft) 42 95th Queue (ft) 88 Link Distance (ft) 440 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 361 of 617 11925 - Shakopee AUAR PM Max Build 08/16/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L T R L T R LT R LTR 103 4 21 39 3 18 372 162 1818 44 0 1 9 0 1 181 32 1418 81 3 13 28 1 8 384 170 2251 968 1024 1183 1778 51 0 Storage Bay Dist (ft) 300 300 490 490 250 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 40: CR 69 & Chestnut Blvd/CR 78 19 4 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 50: CR 73 & CR 78 L TR L TR L TR L 93 8 36 34 115 287 450 44 0 9 7 29 111 422 79 5 31 26 98 264 536 2628 2579 2610 300 300 300 TR 1613 1243 2157 1599 30 182 3 88 5 1 310 13 Directions Served LTR LTR LTR LTR Maximum Queue (ft) 124 104 117 101 Average Queue (ft) 29 35 49 44 95th Queue (ft) 84 80 92 85 Link Distance (ft) 2579 2549 2596 1626 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 5 Page 362 of 617 11925 - Shakopee AUAR PM Max Build 08/16/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L 172 228 450 72 106 340 141 206 651 2549 Storage Bay Dist (ft) 300 300 Storage Blk Time (%) 1 Queuing Penalty (veh) 3 Intersection: 70: CR 78 & CR 77 TR 2341 1584 2678 2616 1 8 97 68 L TR L 71 94 450 32 50 364 57 83 630 2754 300 300 TR 1207 887 1555 1257 5 35 85 170 a Directions Served LT TR LR Maximum Queue (ft) 255 74 1337 Average Queue (ft) 74 8 536 95th Queue (ft) 340 72 1394 Link Distance (ft) 2616 2617 1595 Upstream Blk Time (%) 10 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L 450 210 576 300 TR 2550 1789 3123 2617 5 37 96 29 L 450 356 637 300 TR 1886 1209 2432 2326 15 0 85 136 L TR L TR 50 96 148 96 18 45 62 50 44 76 112 83 2415 2738 200 200 0 0 SimTraffic Report Page 6 Page 363 of 617 11925 - Shakopee AUAR PM Max Build Intersection: 100: CR 69 & 10th Ave 08/16/2019 Average of 10 Runs Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L R R L 190 865 9 62 152 445 1 27 239 1200 7 55 2044 213 125 64 0 42 0 Intersection: 101: CR 69 & Chaparral Ave 430 Directions Served LR L R Maximum Queue (ft) 273 40 4 Average Queue (ft) 92 10 0 95th Queue (ft) 212 32 3 Link Distance (ft) 1078 213 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 225 Intersection: 105: CR 69 & Vierling Dr Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L TR 244 948 184 527 317 1233 1182 14 0 150 265 42 47 2 0 69 52 1 0 L T R L T T R L T R 207 174 51 61 3 4 16 32 8 23 85 49 17 19 0 0 1 9 0 2 191 125 40 44 2 3 7 26 5 12 1063 1442 1442 1219 175 380 380 270 260 SimTraffic Report Page 7 Page 364 of 617 11925 - Shakopee AUAR PM Max Build 08/16/2019 Average of 10 Runs Intersection: 110: CR 69 & US 169 N Ramp Directions Served LT Maximum Queue (ft) 1213 Average Queue (ft) 633 95th Queue (ft) 1454 Link Distance (ft) 1985 Upstream Blk Time (%) 2 Queuing Penalty (veh) 0 R L T R 375 70 4 23 223 29 0 3 500 58 1 13 1442 Storage Bay Dist (ft) 300 340 300 Storage Blk Time (%) 61 Queuing Penalty (veh) 73 Intersection: 120: CR 69 & US 169 S Ramp Directions Served LTR LT Maximum Queue (ft) 1036 1955 Average Queue (ft) 778 1650 95th Queue (ft) 1263 2459 Link Distance (ft) 1005 1907 Upstream Blk Time (%) 43 69 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) R L R L 350 35 40 113 241 13 9 49 504 34 29 91 R 2 0 2 300 210 285 340 105 97 0 184 0 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) O L TR L TR LTR LTR T 250 930 164 231 98 298 199 209 434 50 85 27 67 9 311 1109 117 178 73 195 104 1494 1278 2364 307 1015 1 3 0 22 Storage Bay Dist (ft) 150 150 Storage Blk Time (%) 72 3 1 5 Queuing Penalty (veh) 76 6 2 3 SimTraffic Report Page 8 Page 365 of 617 11925 - Shakopee AUAR PM Max Build Intersection: 140: CR 69 & Subdistrict B South Acess/Subdistrict A South Access 08/16/2019 Average of 10 Runs Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L TR 250 1592 107 703 266 1790 1687 20 0 150 150 4 58 51 3 6 74 80 2 L 246 155 297 TR 1383 554 1570 1646 13 0 Intersection: 200: CR 15 & US 169 N Ramp LTR LTR 118 2126 26 770 75 2132 1599 2364 4 23 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 210 Storage Blk Time (%) 2 0 Queuing Penalty (veh) 10 0 Intersection: 210: CR 15 & US 169 S Ramp L TR T T R L T T 270 251 113 104 71 214 310 226 167 79 48 43 30 82 144 69 254 167 92 84 60 167 255 160 2424 986 986 2182 2182 320 200 1 2 0 5 2 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 104 83 156 104 69 78 116 152 252 136 96 51 50 30 82 37 20 27 43 70 136 52 18 11 91 64 136 78 53 62 88 130 221 108 58 36 1640 2640 1173 1173 986 986 Storage Bay Dist (ft) 115 250 165 270 370 175 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 0 0 SimTraffic Report Page 9 Page 366 of 617 11925 - Shakopee AUAR PM Max Build Intersection: 220: CR 15 & CR 16 08/16/2019 Average of 10 Runs Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 220: CR 15 & CR 16 L T T R L T T R L T R L 180 47 60 94 122 53 49 120 190 175 37 181 89 16 15 35 53 23 14 52 67 79 10 81 155 39 42 74 99 49 41 94 140 145 29 146 3122 3122 2699 2699 1900 265 415 285 215 1 0 4 0 215 430 Directions Served T R Maximum Queue (ft) 208 63 Average Queue (ft) 95 21 95th Queue (ft) 175 46 Link Distance (ft) 1173 1173 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LT R 140 395 166 353 165 702 234 36 121 78 107 26 199 46 108 435 185 382 96 718 268 1770 1683 1257 1900 Storage Bay Dist (ft) 100 100 Storage Blk Time (%) 0 20 28 1 13 Queuing Penalty (veh) 0 7 15 0 11 Zone Summary 300 Zone wide Queuing Penalty: 1869 SimTraffic Report Page 10 Page 367 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) 0.4 0.0 0.1 2.5 0.3 Total DelNeh (s) 16.0 13.6 25.6 33.0 15.8 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 2.6 2.2 0.3 24.1 26.5 24.6 43.1 26.8 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 0.0 0.0 0.5 1.6 0.3 13.2 14.7 30.2 12.8 15.7 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.7 0.0 0.1 17.4 18.1 29.4 21.1 20.0 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.2 0.2 0.0 5.8 6.9 20.8 23.7 10.0 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 0.0 0.6 0.0 0.1 20.0 25.3 32.2 17.5 22.9 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 2.2 0.1 5.6 8.9 10.6 7.6 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 0.0 1.6 0.6 1.3 1.0 14.4 11.5 15.3 25.1 14.3 SimTraffic Report Page 1 Page 368 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs 100: CR 69 & Chaparral Ave/10th Ave Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.6 0.7 0.0 1.2 0.5 15.4 18.7 3.4 5.3 6.4 O 105: CR 69 & Vierling Dr Performance by approach Denied DelNeh (s) Total DelNeh (s) 1.2 1.6 0.0 0.0 0.3 17.6 19.7 5.4 5.5 8.6 110: CR 69 & US 169 N Ramp Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 1.5 0.0 0.0 0.3 17.0 8.3 5.2 9.4 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.1 2.8 0.0 0.0 0.8 10.0 9.2 8.3 7.5 8.4 11 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach Denied DelNeh (s) Total DelNeh (s) 2.4 0.8 0.0 0.0 0.4 21.9 14.4 13.8 8.9 13.7 O 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 1.0 0.8 0.0 0.0 0.4 13.9 12.4 12.6 10.4 12.4 200: CR 15 & US 169 N Ramp Performance by approach 0 Denied Del/Veh (s) Total DelNeh (s) 1.7 0.0 0.5 0.7 8.9 9.0 11.6 9.9 210: CR 15 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.8 1.5 0.0 0.0 0.2 18.3 18.3 12.6 10.9 13.0 O SimTraffic Report Page 2 Page 369 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs 220: CR 15 & CR 16 Performance by approach II Denied DelNeh (s) Total DelNeh (s) 1.2 1.3 0.1 0.0 0.5 51.6 14.1 21.9 12.8 22.4 O 230: CR 15 & 128th St W Performance by approach Denied DelNeh (s) Total DelNeh (s) 1.1 0.4 0.0 0.0 0.2 12.6 11.4 4.6 4.1 6.1 Total Zone Performance F' Denied Del/Veh (s) Total DelNeh (s) 1.2 1077.9 SimTraffic Report Page 3 Page 370 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 250 Storage BIk Time (%) Queuing Penalty (veh) L T T R L T T R LTR L TR 153 397 376 23 56 183 202 54 74 131 87 53 137 91 3 17 77 84 15 25 63 30 96 284 240 14 45 167 176 42 60 118 68 3200 3200 1116 1116 821 937 250 250 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 0 0 250 150 0 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L T T R L T T R LT R L T 268 459 398 20 89 345 357 73 114 98 164 247 86 179 105 2 27 168 197 21 38 36 116 50 194 379 266 12 63 289 314 51 84 75 177 188 1116 1116 1192 1192 563 1248 275 440 230 60 125 5 1 0 5 4 3 14 6 0 0 8 3 2 3 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 87 Average Queue (ft) 28 95th Queue (ft) 64 Link Distance (ft) 1248 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 371 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L T T R L T T R LT R LT R 245 94 71 20 54 135 185 54 218 24 89 89 92 32 5 4 14 63 85 18 106 7 35 39 181 76 31 15 37 120 156 40 178 23 75 74 956 956 1024 1024 1183 1779 300 0 0 300 490 Intersection: 40: CR 69 & Chestnut Blvd/CR 78 490 250 250 0 0 Directions Served L Maximum Queue (ft) 151 Average Queue (ft) 65 95th Queue (ft) 119 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) TR 249 95 189 2628 L T R L TR L TR 48 280 137 84 214 134 151 16 136 54 34 98 59 56 41 238 102 68 176 108 114 2579 2610 1589 Storage Bay Dist (ft) 300 300 300 300 300 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Intersection: 50: CR 73 & CR 78 Directions Served L L LTR LTR Maximum Queue (ft) 48 28 181 179 Average Queue (ft) 9 6 64 72 95th Queue (ft) 33 23 132 138 Link Distance (ft) 2596 1489 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Report Page 5 Page 372 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 70: CR 78 & CR 77 L TR L T R L TR L T R 173 208 52 324 147 91 282 154 135 121 86 99 12 150 46 30 134 65 52 42 149 176 38 257 104 65 233 124 105 90 2539 2604 2754 1244 300 300 300 300 300 1 1 0 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 L TR L R 77 33 56 58 28 3 17 20 60 17 44 44 2617 1617 100 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L T R L TR L TR 47 222 69 262 85 82 148 141 74 14 100 32 108 39 23 64 60 27 38 185 64 200 68 58 117 112 58 2617 2326 2415 2726 Storage Bay Dist (ft) 300 300 300 300 300 Storage BIk Time (%) 0 0 Queuing Penalty (veh) 0 1 SimTraffic Report Page 6 Page 373 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 100: CR 69 & Chaparral Ave/10th Ave Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 80 61 107 61 46 49 60 44 75 50 62 44 35 24 42 22 10 10 22 11 29 11 14 8 68 48 81 45 33 35 54 34 58 35 43 30 1171 2044 1500 1500 2074 2074 125 125 0 0 Intersection: 105: CR 69 & Vierling Dr 300 300 430 300 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 106 135 79 88 66 60 71 38 45 64 80 56 40 52 36 33 22 10 27 7 13 18 21 13 85 107 68 65 48 38 60 26 36 48 59 39 1182 1063 1442 1442 1500 1500 150 265 380 0 0 Intersection: 110: CR 69 & US 169 N Ramp 380 270 260 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LT R L T T T T R 202 88 104 112 123 111 56 60 103 46 45 48 60 31 11 19 174 77 88 95 106 77 38 46 1153 899 899 1442 1442 300 340 300 SimTraffic Report Page 7 Page 374 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R L T T R L T T R 75 110 163 64 116 91 91 105 124 73 47 27 41 78 23 56 44 45 35 40 8 12 59 85 134 55 98 81 76 75 91 39 33 1005 1008 940 940 899 899 300 210 285 340 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access 0 0 105 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage BIk Time (%) 1 0 Queuing Penalty (veh) 1 0 L 143 74 129 TR 112 35 78 1053 L 76 29 64 TR 148 65 115 1272 L 90 41 78 TR 196 94 169 2361 L 118 45 92 150 300 300 0 0 TR 122 49 99 384 Intersection: 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 120 125 107 134 73 178 72 110 55 54 45 53 31 89 26 42 100 101 89 100 64 150 59 83 1687 1645 1589 2361 Storage Bay Dist (ft) 150 150 300 300 Storage BIk Time (%) 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 SimTraffic Report Page 8 Page 375 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 200: CR 15 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R T T R L T T 157 81 88 84 76 96 154 76 80 42 38 37 33 34 69 24 131 71 71 71 60 71 124 52 1485 985 985 2024 2024 210 Intersection: 210: CR 15 & US 169 S Ramp 320 200 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) LT R LT R L T T R L T T R 119 47 180 53 64 67 108 154 157 113 80 45 51 9 74 21 21 28 51 73 78 52 19 12 99 30 138 41 50 56 95 130 138 97 53 32 1041 1220 1171 1171 985 985 Storage Bay Dist (ft) 115 Storage BIk Time (%) 1 0 Queuing Penalty (veh) 0 0 250 165 270 370 175 SimTraffic Report Page 9 Page 376 of 617 11925 - Shakopee AUAR AM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 265 Storage BIk Time (%) 7 Queuing Penalty (veh) 3 Intersection: 220: CR 15 & CR 16 L T T R L T T R L T R L 314 180 179 66 78 50 56 157 133 261 52 197 158 31 15 24 28 22 13 74 59 136 21 95 314 145 99 51 62 48 40 125 111 234 41 161 1783 1783 2699 2699 1899 265 415 285 215 215 430 2 5 Directions Served T R Maximum Queue (ft) 133 61 Average Queue (ft) 46 21 95th Queue (ft) 101 46 Link Distance (ft) 1171 1171 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR L TR L 96 88 58 106 32 11 40 37 28 22 43 6 0 10 76 56 51 81 24 6 32 1661 1957 1244 Storage Bay Dist (ft) 100 100 300 300 Storage BIk Time (%) 1 0 0 1 Queuing Penalty (veh) 1 0 0 0 Zone Summary Zone wide Queuing Penalty: 36 SimTraffic Report Page 10 Page 377 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs 10: Rail Frontage & MN 41 Performance by approach II Denied DelNeh (s) 0.3 0.0 0.1 2.2 0.3 Total DelNeh (s) 15.4 11.8 26.6 33.0 15.1 20: Dem Con Dr/Frontage Rd & MN 41 Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 1.9 1.7 0.2 18.4 24.1 27.0 39.5 23.3 777/ 30: Chestnut Blvd & Emery Way Performance by approach Denied Del/Veh (s) Total DelNeh (s) EB WB NB SB All 0.0 0.0 0.6 1.7 0.4 11.4 9.5 28.2 15.1 12.9 O 40: CR 69 & Chestnut Blvd/CR 78 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.6 0.0 0.0 30.6 26.7 34.5 30.9 29.9 50: CR 73 & CR 78 Performance by approach 7' Denied DelNeh (s) Total DelNeh (s) 0.0 0.0 0.1 0.1 0.0 7.4 7.2 25.9 23.1 9.2 60: CSAH 15/CR 15 & CR 78 Performance by approach Kf O Denied DelNeh (s) Total DelNeh (s) U 0.0 0.0 0.8 0.0 0.1 25.1 23.9 32.0 22.0 24.5 70: CR 78 & CR 77 Performance by approach 1 Denied Del/Veh (s) Total DelNeh (s) r 0.0 0.0 1.6 0.3 6.2 7.4 28.9 11.1 80: CR 79 & CR 78 Performance by approach 7 Denied DelNeh (s) Total DelNeh (s) 0.0 1.5 0.6 1.3 0.9 26.0 14.0 23.6 37.8 23.5 SimTraffic Report Page 1 Page 378 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs 100: CR 69 & Chaparral Ave/10th Ave Performance by approach II Denied DelNeh (s) 1.1 1.0 0.0 0.8 0.6 Total DelNeh (s) 12.6 25.1 6.9 7.5 10.2 O 105: CR 69 & Vierling Dr Performance by approach Denied DelNeh (s) Total DelNeh (s) 1.5 1.8 0.0 0.0 0.3 23.7 25.0 9.8 7.4 11.9 110: CR 69 & US 169 N Ramp Performance by approach O Denied Del/Veh (s) Total DelNeh (s) 1.2 0.0 0.0 0.3 19.3 11.2 6.9 11.1 120: CR 69 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 0.2 2.0 0.0 0.0 0.4 21.1 16.9 10.4 11.6 13.0 11 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access Performance by approach Denied DelNeh (s) Total DelNeh (s) 2.3 1.2 0.0 0.0 0.5 27.9 18.3 13.3 9.8 14.7 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Performance by approach O Denied DelNeh (s) Total DelNeh (s) U 1.1 1.0 0.0 0.0 0.4 18.1 16.4 13.5 15.1 15.4 200: CR 15 & US 169 N Ramp Performance by approach 0 Denied Del/Veh (s) Total DelNeh (s) 2.1 0.0 0.7 1.1 15.3 12.1 33.2 20.4 210: CR 15 & US 169 S Ramp Performance by approach Denied DelNeh (s) Total DelNeh (s) 1.0 1.7 0.0 0.1 0.4 21.4 19.6 13.5 17.9 17.0 O SimTraffic Report Page 2 Page 379 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs 220: CR 15 & CR 16 Performance by approach 11 Denied DelNeh (s) Total DelNeh (s) 1.5 1.3 0.0 0.0 0.5 37.7 19.2 22.0 11.8 20.2 O 230: CR 15 & 128th St W Performance by approach 777/ Denied DelNeh (s) Total DelNeh (s) 0.7 0.8 0.0 0.0 0.1 15.7 23.4 4.0 5.0 6.8 Total Zone Performance F' Denied Del/Veh (s) Total DelNeh (s) 1.2 1201.1 SimTraffic Report Page 3 Page 380 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 10: Rail Frontage & MN 41 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 250 Storage BIk Time (%) Queuing Penalty (veh) L T T R L T T R LTR L TR 76 312 295 26 80 203 208 54 77 171 150 25 143 126 4 27 81 88 16 26 78 53 58 260 239 17 64 167 168 43 59 137 109 3200 3200 1116 1116 821 937 1 0 0 0 250 250 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 0 0 0 0 250 150 1 0 1 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 285 Storage BIk Time (%) Queuing Penalty (veh) L T T R L T T R LT R L T 130 325 295 21 87 287 317 58 99 64 164 271 39 138 109 3 29 147 180 15 31 19 116 61 95 270 236 13 69 251 285 40 72 48 179 220 1116 1116 1192 1192 563 1248 275 440 230 60 125 1 1 2 3 1 17 0 1 0 2 1 0 5 0 Intersection: 20: Dem Con Dr/Frontage Rd & MN 41 Directions Served R Maximum Queue (ft) 115 Average Queue (ft) 43 95th Queue (ft) 87 Link Distance (ft) 1248 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) SimTraffic Report Page 4 Page 381 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 30: Chestnut Blvd & Emery Way Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) L T T R L T T R LT R LT R 157 112 79 35 56 106 137 38 163 30 134 164 65 30 8 6 16 37 48 9 75 8 54 72 126 80 44 22 42 86 109 27 140 25 106 129 956 956 1024 1024 1183 1779 300 490 Intersection: 40: CR 69 & Chestnut Blvd/CR 78 490 250 250 0 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) L 224 110 189 TR 323 163 290 2628 300 0 1 0 2 Intersection: 50: CR 73 & CR 78 L T R L TR L TR 76 346 120 62 196 240 288 24 181 41 23 85 115 146 59 299 91 56 156 196 251 2579 2610 1589 300 300 300 300 1 2 0 1 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) L TR L TR LTR LTR 53 12 69 8 134 110 21 1 28 0 51 48 47 7 57 5 104 88 2579 2539 2596 1489 SimTraffic Report Page 5 Page 382 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 60: CSAH 15/CR 15 & CR 78 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) L TR L T R L TR L T R 241 297 82 275 126 103 173 189 206 145 109 135 33 150 51 42 84 89 102 57 193 243 69 247 96 83 149 156 178 111 2539 2604 2754 1244 300 300 300 300 300 300 0 0 0 0 1 Intersection: 70: CR 78 & CR 77 1 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage BIk Time (%) Queuing Penalty (veh) Intersection: 80: CR 79 & CR 78 L TR L R 57 20 240 168 18 1 93 48 46 9 198 117 2617 1617 100 16 0 17 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage BIk Time (%) Queuing Penalty (veh) L TR L T R L TR L TR 133 387 169 219 57 71 143 266 191 20 215 71 105 23 21 62 126 70 85 354 125 185 49 54 117 225 150 2617 2326 2415 2726 3 1 300 300 300 300 1 0 1 0 SimTraffic Report Page 6 Page 383 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 100: CR 69 & Chaparral Ave/10th Ave Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 94 115 168 161 54 101 126 55 96 93 112 42 39 44 85 24 15 26 43 18 37 35 46 12 81 85 146 76 43 74 97 46 75 79 93 35 1171 2044 1500 1500 2074 2074 Storage Bay Dist (ft) 125 125 Storage Blk Time (%) 0 0 3 0 Queuing Penalty (veh) 0 0 2 0 Intersection: 105: CR 69 & Vierling Dr 300 300 430 300 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) L TR L TR L T T R L T T R 134 157 104 103 102 89 120 53 57 106 119 45 59 60 41 36 34 30 50 17 15 37 53 15 109 119 83 76 75 72 96 43 44 80 102 38 1182 1063 1442 1442 1500 1500 Storage Bay Dist (ft) 150 265 380 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 1 Intersection: 110: CR 69 & US 169 N Ramp 380 270 260 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LT R L T T T T R 267 83 145 92 115 120 49 121 140 40 53 29 45 42 9 43 222 69 111 69 92 93 31 90 1153 899 899 1442 1442 0 0 300 340 300 SimTraffic Report Page 7 Page 384 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 120: CR 69 & US 169 S Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LTR LT R L T T R L T T R 158 199 126 88 107 113 128 170 118 85 17 67 90 42 28 51 43 52 77 41 15 2 126 159 90 68 98 92 99 140 93 52 10 1005 1008 940 940 899 899 0 0 300 210 285 340 Intersection: 130: CR 69 & Subdistrict B North Access/Subdistrict A North Access 0 0 105 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage BIk Time (%) 2 0 Queuing Penalty (veh) 3 0 L 195 99 164 TR 154 52 111 1053 L 87 37 74 TR 114 48 91 1272 L 78 28 60 TR 198 89 169 2361 L 147 56 115 150 300 300 0 0 TR 233 87 180 384 0 0 Intersection: 140: CR 69 & Subdistrict B South Access/Subdistrict A South Access Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) L TR L TR L TR L TR 140 159 113 162 113 180 102 238 65 64 51 59 44 79 38 106 115 114 92 117 87 150 77 193 1687 1645 1589 2361 Storage Bay Dist (ft) 150 150 300 300 Storage BIk Time (%) 0 0 0 0 Queuing Penalty (veh) 1 0 0 0 0 0 SimTraffic Report Page 8 Page 385 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 200: CR 15 & US 169 N Ramp Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R T T R L T T 323 252 119 112 78 224 363 306 163 81 55 51 34 95 173 92 268 169 100 94 66 208 353 274 1485 985 985 2024 2024 210 2 0 10 0 Intersection: 210: CR 15 & US 169 S Ramp 320 200 8 4 0 24 5 0 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) LT R LT R L T T R L T T R 155 77 177 67 70 75 112 169 334 204 162 34 63 18 90 27 20 27 41 71 146 76 32 8 123 54 152 52 54 60 90 136 268 153 88 24 1041 1220 1171 1171 985 985 115 2 0 1 0 250 165 270 370 0 1 0 0 175 SimTraffic Report Page 9 Page 386 of 617 11925 - Shakopee AUAR PM Max Build With Improvements 08/20/2019 Average of 10 Runs Intersection: 220: CR 15 & CR 16 Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) L T T R L T T R L T R L 261 109 56 98 138 61 52 118 248 274 42 150 122 24 14 38 62 25 18 54 89 93 12 68 239 72 39 78 116 53 45 96 200 217 32 129 1783 1783 2699 2699 1899 265 3 0 1 0 Intersection: 220: CR 15 & CR 16 265 415 285 215 3 0 15 0 215 430 Directions Served T R Maximum Queue (ft) 175 46 Average Queue (ft) 70 13 95th Queue (ft) 144 34 Link Distance (ft) 1171 1171 Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage BIk Time (%) Queuing Penalty (veh) Intersection: 230: CR 15 & 128th St W Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream BIk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage BIk Time (%) Queuing Penalty (veh) Zone Summary L TR L TR L TR L 76 103 100 83 39 6 76 22 36 39 31 13 0 32 56 77 82 63 36 5 62 1661 1957 1244 R 2 0 2 100 300 300 300 1 2 0 0 1 0 Zone wide Queuing Penalty: 104 SimTraffic Report Page 10 Page 387 of 617 ollml11111111 1111111ll`Illlllllli Water Use Memo and Comprehensive Water System Plan Update Jackson Township Annexation Area AUAR — Attachments February 2020 Page 388 of 617 uilding a Be°ter World for AD of TO: FROM: DATE: Shakopee Public Utilities Chad T. Katzenberger August 19, 2019 RE: Jackson Township AUAR — Water System Demand Projections SEH No. SHPUC 140940 14.00 MEMORANDUM BACKGROUND This memo provides an estimate of projected water use for the land area to be developed in the identified AUAR Study area. Land use projections and study area information was provided by the City of Shakopee and SRF Consulting Group in August of 2019. Additional, per capita water use figures developed as part of SPUC's 2018 Compressive water plan were utilized for residential water use projections. The land use areas contained in the AUAR are broken down into seven sub -districts and represent anticipated development through the year 2040. The demand projections presented in this memo represent the expected Average Daily and Maximum Daily municipal water demand potential for the AUAR study area. PROPOSED LAND USE & DEMAND PROJETIONS A breakdown of projected land use for the AUAR study area was provided by the City of Shakopee, included in attachment A. This information includes land use development characteristics, developable acreage and other applicable information such as commercial building square footage. This information was then applied to the water use projection calculations provided in Attachment B. PROJECTED WATER SYSTEM DEMAND Results of the land used base water demand projections are presented in Attachment B. The time at which this expected development occurs will be strongly dependent on market forces. These water use projections are based on anticipated land use and help to understand the total ultimate water system needs, independent of time. Assuming total build out of the AUAR study area, the study area has a projected Average Daily Demand of 1.2 MGD (Million Gallons per Day) and a Maximum Daily Demand of 3.4 MGD SUMMARY The information documented above provides for a reasonable estimate of future water system demands. These demands can be updated further as additional development information is available. ctk Attachment c: Miles Jensen, SEH s:\pt\s\shpuc\140940\4-prelim-dsgn-rpts\_reports\_2019 comp water plan update\auar water use\m-2019 auar water use esimate.docx Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 SEH is 100% employee -owned I sehinc.com I 651.490.2000 I 800.325.2055 I 888.908.8166 fax Page 389 of 617 wu A 0 410ittiZt'„. Nh 111 1"d 6� ll Ilmoi�lY I�� 1110, , eAISNi�l;F m r, ill 44, ofik fir( t\‘ 1 lllllllllllllllllllllllllllllllm per 04 ffrr 7,11 rwly lvm' ir /y '14 t ii�� / ! , ��' rV�'1 1 ul 1ouul lllllllllllll1l""01 Jrr..al a 1144 ' 4I(i(�Ui % ,),'/,` /4/, dl 11r r J < «�� , , �r � ����««, 6 mlllllllllll 77 ' 0 Page 390 of 617 Attachment A Jackson Township AUAR Development Area Sub Area 2040 Land Use Acres Res. Units (EA) N'Hood Retail (SF) HWY Retail (SF) Office (SF) W-house (SF) Mfg. (SF) A Mixed Residential 22 91 81,991 A Mixed Use Center 38 594,646 84,091 A Mixed Use Employment Center 25 31 41,706 159,240 90,994 90,994 A Suburban Edge Residential 0 A Suburban Residential 67 161 B Mixed Residential 47 165 219,195 B Mixed Use Center 45 691,370 97,769 B Mixed Use Employment Center 214 257 350,955 1,340,008 765,719 765,719 B Suburban Edge Residential 0 B Suburban Residential 0 C Mixed Residential 18 64 83486 C Mixed Use Center 0 C Mixed Use Employment Center 0 C Suburban Edge Residential 300 120 C Suburban Residential 166 266 D Mixed Residential 0 D Mixed Use Center 34 523,795 74,072 D Mixed Use Employment Center 247 212,672 1,353,369 1,082,695 1,082,695 D Suburban Edge Residential 0 D Suburban Residential 57 230 E Mixed Residential 3 11 15007 E Mixed Use Center 0 E Mixed Use Employment Center 0 E Suburban Edge Residential 14 6 E Suburban Residential 48 96 F Mixed Residential 0 F Mixed Use Center 0 F Mixed Use Employment Center 0 F Suburban Edge Residential 0 F Suburban Residential 0 G Mixed Residential 0 G Mixed Use Center 10 156 112,122 G Mixed Use Employment Center 0 G Suburban Edge Residential 0 G Suburban Residential 10 28 Data provided by the City of Shakopee 8/6/2019 Page 391 of 617 Attachment B Future Water Supply Needs - AUAR Area Sub Area 2040 Land Use Acres Res. Units (EA) N'Hood Retail (SF) HWY Retail (SF) Office (SF) W-house (SF) Mfg. (SF) Avg. Day Demand (gpd) A Mixed Residential 22 91 81,991 31,827 A Mixed Use Center 38 594,646 84,091 62,421 A Mixed Use Employment Center 25 31 41,706 159,240 90,994 90,994 37,821 A Suburban Residential 67 161 43,277 B Mixed Residential 47 165 219,195 64,044 B Mixed Use Center 45 691,370 97,769 72,574 B Mixed Use Employment Center 214 257 350,955 1,340,008 765,719 765,719 317,227 C Mixed Residential 18 64 83486 24,703 C Suburban Edge Residential 300 120 32,256 C Suburban Residential 166 266 71,501 D Mixed Use Center 34 523,795 74,072 54,984 D Mixed Use Employment Center 247 212,672 1,353,369 1,082,695 1,082,695 267,452 D Suburban Residential 57 230 61,824 E Mixed Residential 3 11 15007 4,305 E Suburban Edge Residential 14 6 1,613 E Suburban Residential 48 96 25,805 G Mixed Use Center 10 156 112,122 52,005 G Suburban Residential 10 28 7,526 Totals 1,682 399,679 2,527,266 3,108,549 1,939,408 1,939,408 1,230,000 *Maximum Day Demand (2.77 Multiplier) 3,410,000 Demand Assumptions **Persons per housing unit 3.2 persons *Residential per capita AD water use 84 gpc/d Retail water Use 0.090 gpd/sf Office Water Use 0.107 gpd/sf Warehouse 0.039 gpd/sf Manufacturing 0.056 gpd/sf *Based on SPUC 2012 Historical Data (dry year) **Figure provided by City of Shakopee Non -Residential Water Use Figures Estimated from Met Council SAC City Determination Worksheet Page 392 of 617 Page 394 of 617 Comprehensive Water Plan - 2019 Supplement Shakopee, Minnesota SEH No. SHPUC 140940 October 4, 2019 hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ad T. Katz`nber er. PE Date: October 4, 2019 Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, MN 55110-5196 651.490.2000 License No.: 46613 Page 395 of 617 Page 396 of 617 The purpose of this report is to provide information regarding the Shakopee PUC existing and anticipated water system conditions to aid in capital planning. This report serves as an update to the 2004 Comprehensive Water Plan Update, as population and water use projections have changed since 2004 projections. Existing water supplies, storage tanks and the distribution system were analyzed to establish the current conditions of the water system. Trends from historical water use data were used to determine projection estimates through the year 2040. The existing Shakopee PUC water system includes groundwater wells, storage tanks, and distribution facilities. This report evaluates each category to determine existing and projected water usage. Existing Facilities Include: • Eighteen groundwater wells that pump water from multiple aquifers. Combined the wells have a total supply capacity of 24.4 million gallons a day (MGD) and a reliable supply capacity of 20.3 MGD. • Four elevated storage tanks with a total storage capacity of 4.25 million gallons (MG). • Three ground storage tanks with a total storage capacity of 7.0 MG. • Four pumping stations that supply water to four different pressure zones within the system. Water facilities are often designed to meet maximum day demands. Historical data shows that over the last 10 years maximum day demands ranged from 9.94 to 16.26. The maximum day demands are often impacted by seasonal conditions such as dry and hot summers, land use patterns and population. Population projections indicate a large increase in population by the year 2040. This is partially due to the annexation of Jackson Township into the Shakopee City limits. Projected maximum daily demands indicate that additional water supplies and interconnections between pressure zones will be needed to meet future maximum day demands. Recommended Improvements Include: • Construction of additional supply wells No. 22, No. 23 & No. 24. • Upgrading Well No. 9 Booster Station with a flow control valve to allow water to move from First High Zone to Normal Zone. • Construction of a 750,000 gallon elevated storage tank be constructed in the western portion of the Second High Pressure Zone • A 250,000 gallon elevated storage tank be constructed in the central portion of the Second High Pressure Zone • Construction of new booster station facility to provide redundant water transfer between the Normal pressure zone and 1st High Pressure Zone utilizing booster pumping and pressure reducing flow control. • Trunk water main construction and other water distribution features to accommodate water system expansion and development. COMPREHENSIVE WATER SYSTEM PLAN UPDATE ES-1 Page 397 of 617 SHPUC 140940 Page 398 of 617 Certification Page Executive Summary Table of Contents j� 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1.1 Scope 1 ��� IIIIum u ter Svst 3.1 Population Forecast ter IVuuo J IIIVm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII q o II 2 4.1 Water Consumption History 3 4.2 Water Demands By Customer Category 3 4.3 Per Capita Usage 5 4.4 Water Consumption & Pumpage Projections 5 4.5 Potential Expansion Area — Louisville Township 10 t 1111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 5.1 Water Supply Sources and Water Quality 10 5.2 Total System Reliable Supply Capacity 13 5.3 Reliable Pumping Capacity & Storage 15 5.4 Water Distribution System Analysis 18 6.1 6.2 6.3 6.4 6.5 6.6 DI F r Supply Improvements 19 Interzone Transfer Improvements 21 Water Quality Improvements 23 Storage Improvements 24 Water Main Improvements 25 System Planning 26 0,1 t 1111111111111 7.1 Supply 27 7.2 Treatment 27 7.3 Storage 27 7.4 Water Booster Stations and Flow Control 27 ! IIL III I iii ocgostl,rod iir,, idc iii lft giii III , of S Ilh 1(1, itt IIIc� iii i iiir ocllk,,,,)iir COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 399 of 617 SHPUC 140940 7.5 Distribution 27 7.6 CI P Costs 28 7.7 Trigger Chart 29 Table 3-1 — Projected Population Data 2 Table 4-1 — Historical Water Use 3 Table 4-2 — Historical Average Water Sales by Customer Class 4 Table 4-3 — Historical Per Capita Water Use by Customer Class 5 Table 4-4 — Future Water Needs Projections 6 Table 4-5 — Projected Water Use — By Population 6 Table 4-6 — Summary of Water Needs Projections per Service Zone 7 Table 4-7 — Projected Water Ultimate Consumption By Land Use 9 Table 5-1 — Existing Water Production Wells 15 Table 5-2 — Existing Water Storage Facilities 16 Table 5-3 — Summary of Future Water Storage Needs - By Pressure Zone 17 Table 5-4 — Summary of Interzone Pumping/Transfer Needs 18 Table 7-1 — Proposed Water System Improvements — Through 2040 28 1111111111111111 111111111111111 r Figure 2-1 — Existing Water System Model Map Figure 4-1 — Future Land Use Planning Figure 6-1 — Proposed 2040 Water System Improvements Figure 6-2 — 2040 Water System Static Pressures Figure 6-3 — 2040 Water System Calculated Available Fire Flow Appendix A Appendix B Appendix C Water Quality Data AUAR Water Use Projections Water Supply and Storage Calculations s:\pt\s\shpuc\140940\4-prelim-dsgn-rpts\_reports\_2019 comp water plan update\comprehensive water system plan update — 2019 supplement.docx COMPREHENSIVE WATER SYSTEM PLAN UPDATE ii Page 400 of 617 SHPUC 140940 """"re ed for 110 11111111111 1111111111111111111111111111111 11111111111111111 11 Cpuoil rip In the year 2018, Shakopee Public Utilities (SPUC) completed a comprehensive water system evaluation which was summarized in the 2018 Comprehensive Water System Plan, published September 13, 2018. Since this system evaluation was published, the City of Shakopee has been making progress on the City's overall Comprehensive Plan. Through this process, new population projections have been developed and anticipated land use mapping has been developed. More specifically, an AUAR (Alternative Urban Areawide Review) has been in process to evaluate the development of areas along the western edge of the City that will be annexed into Shakopee from Jackson Township. The AUAR development has resulted in updated land use estimated that can be used to inform water demand estimates and projections. In addition, new population forecasts can be utilized to project corresponding water use growth. In a similar fashion to the 2018 plan, present and future water needs of the SPUC water system have been evaluated, and recommendations made concerning improvements necessary to maintain an adequate level of water service. Current and future water needs were evaluated over a planning period extending to the year 2040. This report will serve as a plan to guide future expansion and redevelopment of the water system. The primary purpose of this report is to update the previous 2018 plan in light of new planning information. In general, work completed in the previous report that is still valid will remain unchanged. Below is a summary of the outlined scope items that this plan supplement intends on addressing. 1. Provide Updated Water System Demand Projections: In conjunction with new population forecasts and land use projections, anticipated water system demand projections can be updated with new supporting data. 2. Complement The City of Shakopee 2040 Comprehensive Plan: Update of water use projections from data generated though the City's comprehensive planning process will help assure that the projected growth will be served by a reliable water supply. 3. Update Projected Water System Facility Needs: In light of water use forecast changes, the required facilities to support the growth are reviewed and developed to meet the projected need. 4. Update Cost Estimates for Projected Water Facilities: Updated costs for proposed facilities are provided to help guide future financial decisions. 5. Support Water Connection Fee Study: A parallel study will be conducted to develop recommended water system fees for future water system users. The foundation of these fees is related to the costs of the required water system facilities. This study will be the first step to inform that process. Page 1 Page 401 of 617 SHPUC 140940 As noted in the 2018 water system plan, water needs change with time, and municipal water system planning is a continuous function. Therefore, the longer term projections and improvements discussed in this report should be reviewed, re-evaluated and modified as necessary, to assure the adequacy of future planning efforts. Proper future planning will help assure that system expansion is coordinated and constructed in the most effective manner. 1111111111111111111111111111111111 1111111111111111111111111111111 11111111111111111111111111111111111 A summary of the existing water system is summarized in the 2018 comprehensive water system plan. In short, the SPUC water system has grown to include seven storage tanks, 18 groundwater supply wells and four pumping stations. The system utilizes four pressure zones: the Normal Zone, First High Zone, East Zone and the Second High Zone. The East Zone has the same hydraulic grade line as the Second High Zone. The Second High Zone is also separated out into separate sections. The separation is due to how development has occurred with respect to the elevation of the landscape. This section summarizes the planning assumptions made regarding future service area characteristics for SPUC water service area. Since 2018, new population projections and land use information is available, below is a summary of the new data which will be utilized for this report. 11111111111111111111 There is generally a close relationship between a community's population and total water consumption volumes. Future water sales can be expected to generally reflect future changes in service area population. Similarly, commercial, public, and industrial water consumption will also tend to vary proportionally. The City's estimated population in 2018 was 41,506 according to the State of Minnesota Demographer. Table 3-1 below summarizes projected future population of the City as provided from the City's 2040 Comprehensive Plan. These population projections will inform the future water use projections Ir°oor cte 1IIIIIIII IIII IIII IIII III IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIII ° IIIII 'a 1111111111111111111111111111111 Source: City of Shakopee 2040 Comprehensive Plan COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 2 Page 402 of 617 SHPUC 140940 2007 2008 2009 Projections noted above indicate SPUC's service area total population is expected to increase to approximately 62,600 people by the year 2040. For this study, in calculating per capita water use, it is estimated that approximately 3,000 people are served by private wells in rural residential areas. It is assumed that as the boundaries of the City grow and rural areas are annexed, a similar percentage of residents (7%) may remain on private wells through the planning period. As a result, future water users are expected to grow at a rate similar to the population growth. This section updates water use history with current information and provides for new water use projections based on new population data. As previously completed in the Water Comprehensive Plan, an analysis was made of past water consumption characteristics by reviewing annual pumpage and water sales records for the period from 2000 to 2018. Average and maximum day water consumption during this period, together with the amount of water sold in each customer category, was analyzed. Projections of future water requirements are based on the results of this analysis, coupled with estimates of population and community growth. A historical summary of utility customers served is provided in Table 4-2. Residential customers, over the past five years, have accounted for 60 percent of the SPUC's sales while commercial and Industrial customers have accounted for 40 percent of the sales. EINE olio 33,022 33,748 34,525 11111111111111111111111111 n 1� 30.020 30.748 31.525 II rf 010 I11111I IIIIIIIII 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 00101 0000000000000000000000001111011Oloo 5.56 5.09 5.12 1H11111115° 11111 �iiiii 11111 se IIIIIIIIII IIIII IIII IIIIIIIIIIIIIII 1111110,010,010,1111011111IIII 11111111 III I111 111111111111111 u' i „:„.1.„:1„:„:„;1„:„.1.„,1„:„.1.„11111111t4111111111111111111111111111111111111114111111 iii0000000000000000iiiiiiiii3 ii 14.68 13.59 12.83 1111111111111111111111111111111111111111111111 2.64 2.67 2.51 185 165 162 111 1111111111111 IIIIIIIII 1111111111111111 0000100000000000001 000 r11111 1111 oiio oo II 489 442 407 2010 37,366 34.366 4.71 10.62 2.26 137 309 2011 38,000 35.000 4.81 10.80 2.25 137 309 2012 38,730 35.730 5.87 16.26 2.77 164 455 2013 39,167 36.167 4.94 13.38 2.71 137 370 2014 39,448 36.448 4.59 10.88 2.37 126 298 2015 39,981 36.981 4.52 9.94 2.20 122 269 2016 40,743 37.743 4.74 11.58 2.44 126 307 2017 41,125 38.125 4.87 13.23 2.71 128 347 2018 41,506 38.506 5.05 10.57 2.09 131 275 5 Year Average 4.79 11.48 2.40 128 301 Maximum 5.87 16.26 2.77 185 489 Service Population = City population less 3,000+ rural residential residents on private wells. Source: DNR Water Use Records, State demographer COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 3 Page 403 of 617 SHPUC 140940 IIIO IIIIIIIIIIIIIIIIIIIIIII ii1 ,,„„„„„ II t IIII iiiiii uuw OWi.,yi iii uuuu ter m uuw WWI IOI link it II uuuu II s s r ill � ,IIII III ° IIII IIII IIII Ali°Illi IIIIIIIIIIIII ,,,,„„„„„„,„ 't0000l00000000IIII' ill V' �IJII III II IIIlIIII 1�lIA�VI Ill l IIII IIIII IIII I IIII IIIIIIIIIII :rvll III 2007 3.11 2.10 2008 2.94 1.88 2009 3.09 1.82 2010 2.68 1.72 2011 2.81 1.80 2012 3.25 2.06 2013 2.85 1.78 2014 2.64 1.63 2015 2.50 1.68 2016 2.68 1.76 2017 2.50 1.80 2018 2.67 1.88 5-Year Average % of Total Source: DNR Water Use Records, City Records Doolo 001, 11111111111111111111111111111111111111111111111111111111111111111111111111111111 5.21 4.82 4.92 4.40 4.61 5.31 4.66 4.31 4.22 4.48 4.31 4.54 100% 00000000000000000000 10 II II ver ut 000,0,000, II II 1111111111111111111111111111111 5.56 5.09 5.12 4.71 4.81 5.87 4.94 4.59 4.52 4.74 4.83 5.05 6.3% 5.2% 3.9% 6.5% 4.1% 9.5% 5.7% 6.1% 6.8% 5.6% 4.6% 5.1 % 5.4% COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 4 Page 404 of 617 SHPUC 140940 1011 r Historical per capita water use, including 2017 and 2018 production years is summarized below. Intl 2008 IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII iiiii II 010 OIIV'iiii IIIIIIII uwu IIII@r III. I III umuN'M IIIIII uuw 1111"lii" ti s t II IIIIII e IIIII a uiil 111 ooioo 96 IIIIII IIIIIIIIIIIIIIIII 61 III li I lii III0000000000 IIIIII uW .1 1111111111111111111111111111 157 111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllllllll�lpplplp�1111 1 11111111110;.111111111111111111111111111111111111111111111111111111111111111111111 IIIIO(P00000"""o 100111 � il 185 165 11111111111111111111111 IIII �utiiii 1111111111111111 IIIIIIIII11I 489 442 111111111111110,00000000000 2009 98 58 156 162 407 2010 78 50 128 137 309 2011 80 52 132 137 309 2012 91 58 149 164 455 2013 79 49 128 137 370 2014 72 45 117 126 298 2015 68 45 113 122 269 2016 71 47 118 126 307 2017 66 47 113 128 347 2018 69 49 118 131 275 5-Year Average 71 47 118 128 301 % of Total 60% 40% 100% Per capita water use accounts for 3,000 residents not connected to municipal water. Source: DNR Water Use Records, City Records Population growth, development, customer water needs, conservation, and climate all affect future water needs. This section provides a projection of water needs to the year 2040 based on these factors. One projection is based on anticipated population growth and conservation. A second projection is based on buildout of all service areas, which represents ultimate system demand potential. Do D 1I Table 4-4 summarizes the population based water needs projections for current water use in a drought year. Projects were solely based on the values from year 2012, as 2012 represents a hot and dry year when the system would be stressed for water. With the assumptions shown in the table, by 2040, SPUC could experience a maximum day demand of 25.0 mgd if year 2040 were a drought year. Table 4-5 summarizes the same data and tabulates it in a simple format. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 5 Page 405 of 617 SHPUC 140940 1 1111111111111 I1111II11mI11I11IIII11II11I11IIIm110 Ilml11l11ll Residential uuuum. 1111111➢I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Il�f�mP� 91 gpcd 4.03 1111�"IIIIII "IIIIII IIII 111111 1111111111111111111111111111111111111 111111lll IIIII 111111111111 111111111111 IIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII cull 111111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II III I IIIIIIIII 111111 III I IIIIIIIIIII I,11,11111' II IIIIIIIIIII .... I IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII miV II IIIIIIII IIIIIIIIIII II I I IIIIIIIIII Illlllllllu III Illlllllllu , IIIIIIIIIIIIII fl�lI l IIIII illlllllllllllllllllllllllllI 4.72 5.28 111111111111111111111111111111111111111 lililililililili Non -Residential Largest Customers 0.72 MGD 0.72 0.72 0.72 Other Population Based 35 gpcd 1.67 1.95 2.18 Average Day Sales 6.42 7.38 8.18 Unnaccounted Water 9.5% 0.68 0.78 0.86 Projected Average Day Demand 7.1 8.2 9.1 Projected Maximum Day Demand 277% 19.6 22.6 25.0 Previously estimated per capita use applied to anticipated service population. 111) 2020 47.800 'IIIIIII �s I IIIIIIIII I IIIIIIIIIII 7.1 "IIIIII" IIIIII II 11 II00 II ooIIIIooIII 19.6 I11�ll 11111111111111111II lii uuluuluul 111111111111111111111111111111 YIIIIII�I11111111111 ..... tlYIII IYIYhIIYoIYIIIWIIIWIIIWuu "IIIIIIIIIIIIIIII 2025 51.850 7.6 21.1 2030 55.900 8.2 22.6 2035 59.250 8.6 23.8 2040 62.600 9.0 25.0 oci a or e 11111111111 "presstsi re IIIIII ���.( I1111���� ') "�' ,‘,1 11°1 ocloo n Similar to the system wide water needs projection, each supply service area was projected for its individual water needs. This analysis was based on population and also by land use. Historical water use billing data from meters was used to estimate water use in each pressure zone. Then, existing and planned land use was determined for each pressure zone and was used to allocate demands based on land area. The planned pressure zones are shown in Figure 6-1. The pressure zones were shaped in a manner consistent with utility planning, also in a way where zones could be reasonably connected by water mains. 01,1,,,,,,,,,,,,,,,,,,,,,1„, II1,„„,,h„, III IIII II IVllm IIIIIII IIIIIIIIIIIIIIIIIIIIIII t II ... IIIIIII �� II� IIIIIIIIIII ! lo 1 "W I''''''''"0".'1,',',',',','„no,'",,, iinii III III 1 r� II IIIIIIIIII IIII .. f ' ;...J„J, ooloolool loolooloolooF ploo ,„0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111 r� ,,,0000000f,o,l0000,,,,,,,,,o ' ,tlill,„„ oolloilo'III iooi iuuluuluoouuuoluuluulu1uV19IIII� Ri ui uuuu uul uu uu uu uu uu uu uu uu uu ul, IIIIIII IIII IIIIIII I I � III �nI Ian .„�, � III IIII IIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIIII IIII IIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII, ,I „IIIIIIIII IIIIIIIIIIIII r 1 I r a III tl. II 1IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII" II ii1IIIIIIIIII .. I h fl �1� II M'A'M N 1 N III COMPREHENSIVE WATER SYSTEM PLAN UPDATE SHPUC 140940 Page 6 Page 406 of 617 IIIII IIIII IIIIIe uF' IIIII 'IIIII IIIII 'IIII „do IIIII one 11111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111I II 1111111111100 1111111 11100001 11111 11111 1 1111111I11111111111111111 11111111101 1111111111111111111111111111111111111111111111111111111 i01111 ►I ui I 1111111111111111111111111111111111111111111111111111111111111111111111111111 1111 I I I I III00 I I00000000I I III I 00000 IIIIIIIIIIIIIIIlIIII IIIIIIIIIIIIIIII „„„„„„„„„„„„„, „„„„„„„„„„„„, „„„„„„„„„„„„„ 00,0000000 IIII111111IIIIIIIIIIIII 111111111111111111111111111111111111111111111111111111111111,111,1 10111000 0000000NN i 2020 Main Zone 5.00 13.86 70.6% 1st High Zone 1.69 4.67 23.8% 2nd High Zone Central 0.09 0.25 1.3% 2nd High Zone West 0.27 0.75 3.8% 2nd High Zone East 0.08 0.22 1.1% Total 7.1 19.6 100% 2030 Main Zone 5.37 14.87 65.9% 1st High Zone 1.91 5.29 23.4% 2nd High Zone Central 0.14 0.38 1.7% 2nd High Zone West 0.67 1.85 8.2% 2nd High Zone East 0.11 Total 8.1 0.30 22.6 1.3% 100% 2040 Main Zone 5.63 15.60 62.4% 1st High Zone 2.09 5.79 23.1% 2nd High Zone Central 0.18 0.50 2.0% 2nd High Zone West 1.03 2.87 11.5% 2nd High Zone East 0.13 0.37 1.5% Total 9.0 25.0 100% 6 ed r se 11111111111111111 111111111111111 mu U re 1 1 Due to the uncertainty with population growth projections and water use projections, it is useful to estimate future water system demands from multiple perspectives to find a range of potential outcomes. In addition to the population -based method used in the previous section, projected land uses were also examined for this plan, and water demands projected based on an assumed unit demand per area for varying land uses. Results of the land used base water demand projections are presented in Table 4-7. The time at which this expected development occurs will be strongly dependent on market forces, therefore the yearly water use projections provide a reasonable estimate of planning period demand while the land use projections help to understand the total ultimate water system needs independent of time. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 7 Page 407 of 617 SHPUC 140940 Apart from anticipated population growth, SPUC must be aware of all future potential water needs as development occurs and the City expands into new areas. The potential for future development exists as the City expands and grows to the south and west. The City of Shakopee plans to annex portions of the Jackson Township which have been outlined in the City's 2040 Comprehensive Plan and Jackson Township AUAR. Understanding the potential water needs for these areas is imperative for proper City and utility planning. Water use needs specifically for the AUAR study area are outlined in Appendix B and then fully tabulated in the overall land use water projections shown in table 4-7. The hypothetical water needs for these areas are represented in Table 4-7. Based on drought year 2012, average day water demand with full buildout could reach a potential 9.0 MGD, with a maximum day demand of approximately 25 MGD (ratio of 2.77). The development of this parallel land use based water use projection revealed estimated demands that are in line with the population based water use projections. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 8 Page 408 of 617 SHPUC 140940 uumu „w�,� ������� m uumum uuuuuu uuuuumuumm ummlllii'' ulll „ u IIIIII a IIIII IIIIIr ulll �. I..� IIIII s'uuw IIIII a IIIIII on uuuuu uuuuum IIIII 1111 III 7es II ire so- Iloom Illil 1111111111111111 111111 0000000000000000000000000loiVilli0000000000000I 1111111 000000ll00000 Existing City Limits 1111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111:1111111111111 Residential Low Density Residential 2,644 7,118 540 3.84 10.64 Medium Density Residential 517 621 2,000 1.24 3.44 High Density Residential 88 94 5,400 0.51 1.40 Non -Residential Business Park 108 129 675 0.09 0.24 Commercial 547 625 675 0.42 1.17 Entertainment 356 543 500 0.27 0.75 Industrial 1,136 1,541 675 1.04 2.88 Institutional 344 368 675 0.25 0.69 Mix Use 68 99 675 0.07 0.19 Open Space 124 1,700 0 0.00 0.00 Parks 222 483 100 (�1„.,,1 0.05 0.13 Existing City Limits Total 6,153 13,322 7.8 21.5 AUAR Study Area (Jackson Township) - See Appendix B AD MD Area A 0.118 0.33 Area B 0.269 0.74 Area C 0.124 0.34 Area D 0.219 0.61 Area E 0.031 0.09 Area F 0.000 0.00 Area G 0.053 0.15 Total AUAR Study Area 0.81 2.25 Additional Sections of Jackson Township AD MD Area E 0.209 0.58 Area F 0.238 0.66 Total AUAR Study Area 0.45 1.24 Total Ultimate Water Use 9.0 25.0 *Estimates based on typical historical usage 1. 20 percent of future areas assumed to be streets and open areas. Calculated by [(Future - Existing) x 0.8] + Existing. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 9 Page 409 of 617 SHPUC 140940 111111111111111111111111 111111111111111 11111111111111 11111111111111111111111111111111111 As part of the overall comprehensive plan effort, a preliminary high level estimate of additional water needs for the Louisville Township was completed. Though this area is not included in the near term plan, it is important to understand the implications of demand if this area was to develop. This sections will provide a brief analysis of Louisville Township ultimate demand potential. The potential developable area of expansion in the township comprises 6,400 acres. The Township includes an additional 2,900 acres of wetlands which are not assumed to be developable. The following assumptions will be used for this analysis: 1. Development Assumed: Single family residential with 1/2 acre lots (Low Density Residential). 2. 80 percent of the developable area will be developed as single family residential. 20 percent will be roads or undevelopable. 3. Demand Load of 540 gpd/acre from Table 4-7. 4. MD:AD ratio of 2.77 from Table 4-7. With the above assumptions, the potential service area in the Louisville Township could add an additional average day demand of 2.8 mgd with a maximum day demand of 7.7 mgd at full buildout. These volumes are not included in any other analysis in this water comprehensive plan up to this point, nor are they included in any other analysis or recommendation in this report. 111111111111111111111111111111111 1111111111111111111111111111111 1111111111111111111111111111111111 In the previous comprehensive water plan, the water system was evaluated in regards to numerous system criteria. In light of the updated water system demands, the system has been re-evaluated to provide for an updated set of recommended alternatives. 7 A summary of water supply quality concerns was outlined in the previous Water Comprehensive Plan. The recommendation for addressing water quality concerns developed in this plan are based on previous water treatment studies as well as recent water quality trends. Some new information has been developed with regards to water quality assessments for this supplement. However, in the future there may be emerging issues at both existing and new well sites related to water quality. In summary, the Utility utilizes three different aquifers as the water source for their public water supply. These aquifers are the Prairie du Chien -Jordan Sandstone, Tunnel City-Wonewoc, and Mt. Simon/Hinckley bedrock. In the Shakopee area the Prairie du Chien -Jordan sandstone aquifer is close to the ground surface and is soft in structure. Wells constructed in this area have removed sandstone surrounding the well to prevent large quantities of sand from entering the well with the water. Prairie du Chien -Jordan sandstone aquifer The Prairie du Chien -Jordan sandstone aquifer supplies a significant quantity of water to the City's water system, and is expected to provide the majority of the water in the future. Wells No. 4 - No. 9, No. 11 - No. 13, No. 15- No. 17 and No. 20, No. 21 utilize water from the Prairie du Chien -Jordan sandstone aquifer. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 10 Page 410 of 617 SHPUC 140940 Tunnel City-Wonewoc Wells No. 2 and No. 14 utilize water from the Tunnel City-Wonewoc aquifer. This aquifer also supplied water to Well No. 1 before it was abandoned and sealed. Mt. Simon Wells No. 3 and No. 10 utilize water from the Mt. Simon aquifer. This aquifer also supplied water to Well No. 1 before it was abandoned and sealed. Portions of Well No.3 also access portions of the St. Lawrence aquifer. Water use restrictions have been placed on the Mt. Simon/Hinckley bedrock aquifer. These restrictions only allow usage of the Mt. Simon/Hinckley bedrock aquifer when there is no alternate water supply available, and the water may only be used for drinking water purposes. Wells No. 3 and No. 10 are supplied with water from this aquifer. Well No. 10 has low nitrate concentrations and was established to dilute the moderate levels of nitrates in water from Wells No. 6 and No. 7. Multiple aquifer wells are wells that utilize water from multiple aquifers. These types of wells are no longer allowed to be constructed in Minnesota because of the increased potential for spreading contamination to multiple aquifers. Well No. 3 is a multiple aquifer well and was once supplied with water from all three aquifers. Eventually the Prairie du Chien -Jordan sandstone aquifer was cased off due to the large quantity of sand that was entering into No. 3. Well No. 2 was also a multiple aquifer well that received water from all three aquifers. Two of the aquifers have been cased off and it currently only receive water from the Tunnel City-Wonewoc aquifer. Health Concerns Under existing operating conditions the system receives their drinking water from eighteen groundwater wells. At each well house chlorine and fluoride are added to the water for disinfection and public health purposes. The City monitors their wells to insure they stay in compliance with the National Primary Drinking Water Regulations (NPDWRs), National Secondary Drinking Water Regulations (NSDWRs) and other water quality standards. Water from these wells is considered a good quality, however, there are some elements present in the water which require monitoring. Well No. 10 has a history of containing moderate concentrations of nitrate, radon and radium 226/228. SPUC has been proactive in monitoring all regulated contaminate levels. Data collected has revealed that these levels have been steadily dropping over time. The Utility will continue to sample and monitor water production wells to ensure they are staying under the NPDWR MCLs. Well No.3, which is not currently operated, has had a history of containing radionuclides, most recent monitoring levels have been at 5.8 pCi/L for Radium 226 and 5.7 pCl/L for Radium 228 with a gross alpha level of 9.9 pCi/L. This well is available to the SPUC water system for emergency purposes only. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 11 Page 411 of 617 SHPUC 140940 Aesthetics The Utility also monitors the aesthetic conditions of the water they are supplying related to NSDWRs. EPA believes that if these contaminants are present in water at levels above these standards, the contaminants may cause the water to appear cloudy or colored, or to taste or smell bad. This may cause a great number of people to stop using water from their public water system even though the water is actually safe to drink. Secondary standards are set to give public water systems some guidance on removing these chemicals to levels that are below what most people will find to be noticeable, and are not legally enforceable. The problems associated with NSDWRs include: • Aesthetic effects undesirable tastes or odors; • Cosmetic effects effects which do not damage the body but are still undesirable • Technical effects damage to water equipment or reduced effectiveness of treatment for other contaminants Monitoring indicates that total hardness is the most common nuisance for NSDWSs. Impacts from total hardness can be offset by implementing hardness removal at the well house, which ultimately may be very costly or the addition of an in -home water softener. A few of the wells also had moderate levels of manganese. Manganese is associated with aesthetic issues which include taste and water coloring. SPUC is currently able to successfully addresses the aesthetic issues related to manganese through chemical treatment (sequestration with polyphosphate). 1111111111111 11111111 Historically, the SPUC water system wells have not required more advanced water treatment beyond simple chemical feed (disinfection, sequestration). However, there is the potential for more advanced water treatment needs in the future. These potential needs are described further in the sections below. Wells No. 5 historically been the most problematic wells related to water quality with monitored levels ranging from 6.3 — 7.7 mg/L. The EPA has set the MCL at 10 mg/L. SPUC has managed the use of this well by blending water pumped from this well with Well No.4 which has a monitored level of nitrate ranging from 2.8 — 6.3 mg/L. Both wells have been trending downward with regards to monitored nitrate levels. However, if levels in these wells eventually rise or the enforceable MCL is lowered, decisions will need to be made with regard to the use of Well No.5. Given its importance to the SPUC water system as a primary water producer, water treatment for the removal of nitrate may be needed. Budget numbers are presented later in this report, set aside to address potential future water treatment needs related to nitrate removal. .11 Ist -.1.nga.lie 'nu 1E) 1111111111 re II In general the existing SPUC water production wells have minimal levels of iron and manganese. As noted earlier in this re[ort, the EPA does not enforce these secondary MCLs as they are established as guidelines to assist public water systems in managing their drinking water for aesthetic considerations, such as taste, color, and odor. These contaminants are not considered to present a risk to human health at the secondary levels. The secondary MCL for iron is 0.3 mg/L and 0.05 mg/L for manganese. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 12 Page 412 of 617 SHPUC 140940 um mu 1 IIII III Only two of SPUC's existing wells have monitored iron levels (see Appendix A) above the secondary standard for iron. Well No.14, with iron levels of 0.63 mg/L is not run on a regular basis as it is available for emergency use. Additionally, when this well is operated, the water is blended with water from Well No.12 or Well No.13 which have very low levels of iron. This allows for the water to be combined to produce a finished water effluent with very minimal iron concentration Later in this report, it is noted that Well No.14 is still utilized in the reliable supply capacity analysis. It is assumed that it would be a suitable backup for a short period of time if another well were to be out of operation. Well No.10 has iron levels at 0.42 mg/L. This well is considered a peaking well, meaning it is used sparingly, and is only operated to supplement large water use days. Additionally, when this well is operated it is blended with water from either Well No.6 or Well No.7. This type of well use management limits the use of the wells that contain iron, though they are still available to supplement quantity shortages during large water use days. Even with elevated iron levels, the iron content in these wells is relatively low, and at levels that can be managed by limiting well use and chemical treatment (sequestration with a polyphosphate) and blending with other low iron concentration wells. IIIII 111 Manganese does not have an enforceable MCL, but the Minnesota Department of Health (MDH) has issued a health -based value of 0.1 mg/L. "Infants less than 1 year old are more sensitive to manganese and it is recommended that they only drink water, or water mixed with formula, that is 0.1 mg/L or less to avoid negative health effects," per the Health Risk Assessment Unit at MDH. MDH also suggest that adults and older children should drink water with less than 0.3 mg/L to prevent negative health effects. The 0.3 mg/L limit is a health advisory set by the EPA. Health - based values can serve as a guideline for goals in regards to use management of the wells. The presence of manganese in the SPU wells will be considered moving forward in light of the information above. In regards to manganese, Well No.15 at 0.092 mg/L and Well No. 12 at 0.08 mg/L are the only wells that currently have moderate levels of Manganese. None of the existing wells exceed the health advisory limit for Manganese. These wells are used on a somewhat regular basis, but more sparingly than the more favorable wells. As the water system expands west, there has been an indication that potential future well sites may have elevated levels of manganese. If long terms water supply facilities were to be located at one of these well sites, with elevated manganese levels above the MCL, it is recommended that a filtration plant be constructed to remove the manganese. Budget numbers are presented later in this report, set aside to address potential future water treatment needs related to manganese removal. 11111111111111 1111111111111 The reliable supply capacity of a water system is the total available delivery rate with the largest pumping unit(s) out of service. The reliable supply capacity is less than the total supply capacity because well and other supply pumps must be periodically taken out of service for maintenance. These water supply pumps can be off-line for periods of several days to several weeks, depending on the nature of the maintenance being performed. For a system as large as Shakopee with 18 high capacity wells, it is somewhat likely for two wells to be offline at the same time, comprising approximately 10 percent of the total supply capacity. Because of this, system wide well supply requirements will assume that the SPUC water supply system should be capable of meeting maximum day demands with the Utilities' largest two wells out of service. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 13 Page 413 of 617 SHPUC 140940 The current reliable water supply capacity is given in Table 5-1. Under present operating conditions, the existing wells have a combined total capacity of about 24.4 MGD when operating 24 hours per day. However, the reliable capacity of the supply wells is approximately 20.3 MGD with the two highest yielding wells out of service. The availability of this reliable supply capacity assumes that there will be no significant declines or changes in the water supply capacity over the next 20 years. To determine if SPUC should plan for additional supply, the demands of the system can be compared to supply capacity. The projected drought -year average day and maximum day demands are set against total and reliable supply capacities in Figure 5-1. The results in Figure 5-1 indicated a potential need for approximately 4.0 — 5.0 MGD or more in reliable supply capacity to meet projected water system demand growth. This would equate to roughly three new wells. The suggested location for these wells on a zone by zone basis is discussed later in this section. It should also be noted that future demands are estimated projections (not records) and thus should be re-evaluated frequently (every five years ±) as water use trends can change over time. Figure 5-1 Historical & Projected Demands Versus Total &Reliable SupplyCapacity 30 Total SupplyCapacity Reliable SupplyCapacity j? 20 co 15 g 10 5 0 Projected exceedance by2022 k Wkai" ----- TO if anticipated growth occurs DroughtYear Average Day Trend ---------- -------------- 00 CY) cD cD C)' C) CD c CN C\1 CNI CNI CNI CO Tt or) co CD CD CD CD CD LDD CNI CN NI NI NI CNI CNI Projected DroughtYear Maximum DayDemand N N rJ 4- 0 0 0 LL Projected DroughtYear Average Day Demand 11.0 CO CY) CD N LO (SD (0 0) 0 N (N 04 04 04 CO CO CO CO CY) CY) CY) CO CO CD C) CD CD 0 0 CD CD CD CD CD CD CD 0 0 0 N 04 CN 04 04 NI 04 N 04 CN 04 04 04 04 04 04 COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 14 Page 414 of 617 SHPUC 140940 The calculations below assume that maximum day demands are occurring on the system, storage volume is reduced by peak demands greater than firm supply pumping rate (i.e. equalization storage is expended). For purposes of this analysis, it is assumed that the "firm capacity" of the water supply wells and booster pumps (largest pump out of service) is capable of supplying maximum day demands. Because there are multiple pressure zones in the SPUC water system, served by elevated storage, it is important to evaluate the needs of each zone separately. The previous calculations were revisited in light of new demand projections. The result of these updated calculations are updated in the tables below. 11111111111111 1111111111111 The previous Water Comprehensive Plan evaluated the total water system storage needs as well as each individual pressure zone. The plan did not identify any total water system storage needs, meaning when analyzed as a complete system, additional storage is not recommended. Rather each individual pressure zone needs to be analyze for storage needs within that zone. To determine the water storage needs of a community, average daily demands, peak demands, and emergency needs must be considered. The storage tanks of the water system are listed in Table 5-2. The volumes in Table 5-2 are compared to the projected storage needs within each pressure zone. The documented calculations for the System are included in Appendix A, with a summary of the results documented below. Tank 1 IIIIIIIIIIII llllI1IIII 2,000,000 .11 lllllls''IIIII IIIII i 1111111111111111111111111111111111111111111111111111111111 IIIII 111111111111111111111111111 2,000,000 I1IVVlll1 IIIII or 111111111111111111111111111111111111111111111111111I 933.0 IIIIII '5 IIIIllllll ° ,,������ 43.0 II��IIIIII ����� �IIIIII IIIIIIIIIIIII IIIII Stand Pipe Tank 2 250,000 250,000 933.0 24.0 Pedestal Sphere Tank 3 1,500,000 1,500,000 933.0 35.0 Hydropillar Tank 5 2,500,000 2,000,000 933.0 35.0 Ground Tank 6 2,500,000 2,000,000 933.0 35.0 Ground 1st High Zone Tank 4 500,000 500,000 1015.0 28.0 Pedestal Spheroid Tank 7 2,500,000 2,000,000 1015.0 34.5 Ground Total 11,750,000 10,250,000 1 IIIII IIIII 11111111 I ;103 Appendix C contains the revised supply and storage calculation. Water pumping/transfer needs as well as water storage needs were calculated for each pressure zone. In essence, each pressure zone was analyzed individually in relation to water pumping and storage needs. For example, if a pressure zone is short on transfer/pumping capacity, it is feasible that it can "borrow" water from a neighboring zone via gravity(see main zone calculations below). The primary purpose of the summarized calculations below is to assure that each pressure zone has sufficient storage capacity as well as supply capacity whether it be an internal zone supply well or pumping station. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 16 Page 416 of 617 SHPUC 140940 11111 IIIII IIIII Existing Firm Pump Cap. (MGD m Lit to iiiiilw iiiio'v 12.8 11111111111 4.9 11111111111 111 I■ 1.4 111111111111111111 00000moo IIIIIo luIIIIP"e 1.4 111111111111111111111111111111111111111111111 1111111 1111111111111111111111111111111111111111111111 4.3 1.4 Existing Storage Volume MG) 6.8 2.5 2020 Planning Period Assumed Firm Pump Cap. (MGD)** 15.8 4.9 1.4 1.4 4.3 1.4 Average Day Demand (MGD) 5.0 1.7 0.09 0.27 0.4 0.08 Max Day Demand (MGD) 13.9 4.7 0.25 0.75 1.0 0.22 Additional Storage Recommended (MG) 0.2 0.5 0.6 N/A 2040 Planning Period Assumed Firm Pump Cap. (MGD)** 15.8 4.9 1.4 4.3 5.8 1.4 Average Day Demand (MGD) 5.6 2.1 0.2 1.0 1.2 0.13 Max Day Demand (MGD) 15.6 5.8 0.5 2.9 3.4 0.37 Additional Storage Recommended (MG) 0.3 1.1 1.0 N/A *The long term water system plan includes the connection of the 2nd High Central and West zones to form the Combined second high zone, which will influence redundancy and water storage requirements. **Assumed firm pump capacity accounts for additional supply sources added to zone in the future. See Appendix C for storage calculations COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 17 Page 417 of 617 SHPUC 140940 With updated water use projections and new ultimate land use planning information, the recommended short and long term water system improvement recommendations have been revisited and summarized below. Many of the improvements previously identified have been confirmed and a more exhaustive list of improvements has been developed. The purpose of this section of the report is to review and recommend facility improvement priorities for the water system moving forward. With growth of the City, and therefore the water system expected during the next planning period, additional water system to facilities should be planned for so that all customers receive exceptional water service. As previously mentioned, the new growth and expansion of the water system is expected to occur in the western portions of the first and second high pressure zones. While it is impossible to know exactly how the area will grow in terms of specific users and road alignment, some general estimates in relation to future land -use can be made and facilities planned for based on these assumptions. The ultimate water system planning map, presented in Figure 6-1 represents a guiding document for the growth and expansion of the water supply, distribution and storage systems. Expansion of the water system in a manner as outlined in this document will help to assure that exceptional and robust water system is provided to all customers in the future. This section will provide recommendations to remediate deficiencies and to prepare the system for future growth. A map of planned improvements is shown in Figure 6-1 and will be reference throughout this section. A community's water supply capacity is sized to meet maximum day demands reliably. The industry standard is to provide enough pumping capacity to meet the maximum day demand rate with the largest two pumps out of service (i.e. firm capacity). Current well supply capacity in Shakopee is 24.4 MGD, and the firm pumping capacity is 20.3 MGD. Maximum day demands reached a peak of 16.3 MGD in 2012. That rate has fluctuated since then, but could reach that level during an extreme drought year. Based upon the peak demand projections in Table 4-4 and the well analysis discussed in section 5.2, it is estimated that projected maximum daily demand may exceed firm/reliable well supply capacity. For that reason, additional capacity is recommended in the future. The previous section of this report identified the need for approximately 4.0 — 5.0 MGD or more in reliable supply capacity to meet projected water system demand growth through the 2040 planning period Before recommendations on supply can be made, regulations regarding supply must be first reviewed. The requirements of Minnesota state code apply, as well as any special requirements placed upon Shakopee. There is a concern in the Eastern portions of the City regarding the influence of groundwater drawdown on the nearby Fen wetland. While working with the Minnesota Department of Natural Resources (DNR), it has become apparent that the construction of any new wells east of the easternmost well in the City will not be permitted. Thus, new well construction is not permissible east of County Road 83, and no future wells will be planned east of Well 5. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 19 Page 419 of 617 SHPUC 140940 A deficiency in overall water supply capacity was shown to be possible in Figure 5-1. The system has 18 wells in total. It is not unreasonable to assume that up to two wells may be offline at a time, as in Figure 5-1. Supply calculations completed in Appendix C show that both the Normal Zone and/or the First High Zone could have a supply deficiency in the coming years, depending on growth. A cost effective solution to dealing with the firm capacity in separate pressure zones is to provide water supply sources which benefit multiple pressure zones. As development occurs and when the firm capacity of the system is exceeded by the maximum day demand, It is recommended that the City construct additional supply wells which are capable of serving multiple pressure zones. Figure 6-1 shows potential locations for up to four future wells. Long term, it is anticipated that three new wells may be needed to satisfy water demands across the entire system. Previous analysis showed that the Normal and 1st high pressure zones may eventually have supply deficits. Additionally, it is beneficial to have supply sources in each of the major pressure zones to reduce dependency on booster stations and support diverse redundant operation. In regards to potential well location, SPUC has identified multiple potential well sites which could all be feasible site options. When considering overall system redundancy and system zone transfer, it would be beneficial to locate the long term wells in growing zones that are absent of supply (2nd High West) or the Normal or 1st high pressure zones. Well No.22 The construction of new well No.22 next to existing will No.3 provides for an option to gain additional capacity beyond the new well. As noted previously in the report, existing Well No.3 is not operated due to subpar water quality associated with Radionuclides. The construction of a new water production well would allow water from the new well to be blended with water from Well No.3 and producing an effluent that meets the primary drinking water standards. By constructing such a well, the capacity of Well No.3 could then be utilized to reduce the need for additional supply. Additionally, the construction of this well would not require an additional building and the new well could be piped into Pump house 3, becoming a joint facility to facilitate blending and chemical addition. Well No.23 + Well No.24 Well No.23 and Well No.24, would be located in the Second High Zone (West) and would work in conjunction with a new water tower serving the Second High Zone. These wells would normally serve the Second High Zone, but due to their location in a higher pressure zone, they could also easily feed water to the lower pressure zones by gravity. Additionally, the construction of these wells near each other would allow for them to share a common pump house facility. Additional well sites SPUC has additional potential well sites to facilitate the construction of new wells if needed. Well No. 18 and Well No.19 have potential sites located in the vicinity of the Shakopee Soccer Association soccer fields. Additional reserve well sites include the Church Addition and Wood Duck Trail near tank No.7. Though these sites are not identified in the current planning period, they may be needed if development patterns change or of existing wells fail and additional supply is required. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 20 Page 420 of 617 SHPUC 140940 11111111111111111 ISL Illllllutr.o,col ul mummull cmu o Maintaining existing facilities will reduce the need for additional wells as existing facilities can be optimized. SPUC has been proactive about maintenance and restoration of ageing facilities. Currently the pump house that serves Well No.2 and Well No.8 is in need of major upgrades. This upgrade will require the complete razing of the existing building which includes electrical and control equipment, metering, chemicals and chemical feed equipment. The completion of this work will require the existing facility to be taken offline for about a year which will make these wells unavailable for use. The upgrade and modernization of this facility is much needed due to the limited size of the existing facility and antiquated equipment within the building. Since Wells No.2 and No.8 will need to be taken offline to complete this work, it is recommended to have a new water supply source be online and available to replace the lost capacity. Additionally, the pump house that serves Well No. 4 and Well No.5 will eventually need rehabilitation and replacement, though there are not near term plans, it can be assumed that this work will be completed during the current 20 year planning period. d iIIctIIII III°' III 1.01 I I, At existing well locations where the aquifer produces good well capacity and acceptable water quality, as the well declines in capacity and condition it should be rehabilitated and returned to normal service to take advantage of the investment of surrounding transmission capacity. Wells in this category should be identified by future well assessments that are outside the scope of this study. t 11111111111111111111111111 I1I1I1III III Ifllllllllllllllllllllllllllll 11111111111 11111111111111111111111111111111111 IIIIIIVII 11111111111111111 Ill! cull uuuw IIII Illlluuuum 11111111111111111 The East Zone is planned to be raised to the hydraulic grade line of the Second High Zone. In order to accomplish this, the East Zone would need a booster station. A future booster station containing two 1,000 gpm pumps was shown to be suitable for the East Zone. This booster station is now online. — This facility is now online and operational. 11111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIII IIIIIIII S IIIIIIIIIIIIIIIIII�I,I III III�I�II�°IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ���°����� Iliiiiiiiiiiiiilllll � IIIIIII ����� °�II�III�II w IIIIIIIIII uuu IIIII IIIIIIIIIIIIIIIIIIIIIIIIIII III I�IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII � IIIIIIII IIII IIIIIII I � It was previously thought that the East pressure zone may someday be served by an elevated water storage tank. However recent land use trends indicate that total connections in this area may be limited, therefore will be served by a booster station long term. Because of this it is recommended that a second redundant booster station be constructed to boost system pressure to this zone in the event of the failure of the primary booster station. While the primary station is being designed and constructed with two 1,000 gpm service pumps, to account for fire protection, it would be reasonable to design the secondary station on a smaller scale to accommodate typical system demands. Therefore a small scale booster station with two 100 gpm pumps is recommended. Such a station is small enough that it could be installed in a below grade vault or small flip top enclosure. Construction of a secondary booster station would allow the pressure zone to be supplied with water from two different entry points which would aid in system redundancy and water circulation. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 21 Page 421 of 617 SHPUC 140940 IIIIIII IIIIII IIIIII III IIIIIIIIII IIII 11111111111111111 The Second High West Zone is planned to be constructed with the same hydraulic grade line of the Second High Central Zone. In order to accomplish this, the Second High West Zone would need a booster station, which is currently underway. A booster station containing two 1,000 gpm pumps was shown to be suitable for the Second High Central Zone. This Station will be going online soon. — This facility is now online and operational. °'III (III 11111111111111111111111 1111111111111111111 III SPUC currently owns a booster station at Well 9 which moves water from the Normal Zone to the First High Zone. It is recommended that a flow control valve be added to the Well 9 booster station to allow water to move from the First High Zone to the Normal Zone. This will allow for operational flexibility as needed to control water flow from zone to zone. Without this improvement, water could still be moved from zone to zone, through PRV's or manual valve operation, however, the flow rate could not be controlled nor the volume of water accounted for. III III 11111111 IIII�II III IIII III IIIIWIIIII� IIIII I II� °I��� �IIIII Long range planning indicates that only a few more wells will be needed to accommodate future growth through the 2040 planning period. With this in mind, a focus on system redundancy can be a long term goal. If the Utility were to lose the ability to safely operate multiple wells in the 1st High Zone, additional water transfer ability from the Normal Zone would be beneficial. The interzone transfer/pumping analysis revealed a potential 0.9 mgd supply shortfall if a well was taken offline. While a portion of this shortfall could be accommodated by pumping from the main pressure zone through the well No.9 booster station, a second booster feed into this pressure zone would be beneficial. The Utility currently owns a portion of property near the Church Addition Development. Since this site borders the Normal and 1st high pressure zones, it would be a prime site to serve a multiple purpose function of two direction water transfer. Such a facility would supplement emergency water supplies to the 1st high zone by the addition of a high service booster pump and interconnecting water main. In a like manner, the facility would provide emergency water supplies to the Normal pressure zone via of pressure-reducing/pressure- sustaining control valve to allow water to flow from the 1st High Zone to the Normal Zone. While there is not a short term need for this facility, as the high pressures zones expand, and water supply is needed, the investment in multifunction water supply and transfer facilities will help SPUC to maintain a high level of service. The need for this facility is decreased if additional wells are placed in the higher pressures zones as system pumping redundancy would be accomplished with these wells. 11111111111111111111 Highway 169 bisects the existing water system and acts as a barrier between pressure zones, with limited crossings. To increase redundancy in the system, connections between pressure zones would promote the ability to move water between the Normal Zone and the First High Zone. While not an immediate need, if development leads to the construction of a trunk water main crossing highway 169, it is recommended that a Pressure Reducing Valve (PRV) with flow control capabilities be installed along the zone boundary. This would allow for a controlled amount of flow to be transferred from the First High Zone to the Normal Zone. This crossing would add redundancy to the system as growth occurs to the west, and the controlled flow valve would assist the Normal Zone in case two wells were offline in the Normal Pressure Zone. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 22 Page 422 of 617 SHPUC 140940 As previously mentioned in the report, SPUC is currently successfully managing nitrate levels through the use of water blending with other wells with low nitrate levels. Nonetheless, for the purposes of this report, a nitrate removal plant is being budgeted if the need for the plant becomes a reality. For the estimate, a 3.0 MGD plant is assumed, capable of treating water from two typical SPUC wells concurrently. 11111111111111111111111 11111111 11111111111111111111 The emergence of manganese as a potential water quality issue in new and existing wells has presented the possibility of the need for a manganese (&iron) filtration plant. As new water sources are pursued in the South and western parts of the City (Expansion areas) early indications have revealed the potential for manganese to be present in the water. As a result, a filtration plant is budgeted to address potential iron and manganese issues. A 3.0 MGD plant, capable of treating water from two typical SPUC wells is presented as a budgetary placeholder. 11111111111 1,00011 1111111111111111111111 1111111111111111111 Unidirectional Water Main Flushing (UDF) has been gaining popularity across the water industry to help improve the effectiveness of flushing. Standard water main flushing has traditionally been considered an effective method to help clean water distribution system piping to help reduce unwanted tastes, odors or discolorations of the water, and to improve chlorine residual. UDF, a more sequential and planned activity, provides greater cleaning of pipes and uses less water than traditional flushing. The main goal of UDF implementation is to isolate sections of pipe by closing specific valves and opening specific hydrants sequentially, which assures optimal flushing velocity is achieved throughout the entire water distribution system. Sustaining a minimum flow velocity of 5 fps in a water main is key to effectively scouring the main to deliver desired flushing results. UDF plan is a proven effective tool for maintaining water distribution water quality. A UDF plan can reduce water quality complaints, improve taste and odor, increase disinfectant residuals, improve hydraulic capacity, and reduce levels of biological growth within the water distribution system. The UDF plan improves flushing effectiveness by increasing flushing velocity. Higher velocities allow for scouring of the water main which more effectively removes sediments such as iron, manganese, sand, rust, and other mineral deposits that can accumulate within the water mains. Given the desire to deliver high quality water, the SPUC water system may benefit from the development of a UDF program. Over time, minerals and sediment can build up in water mains. Traditional flushing may not always properly scour mains and may stir up sediment, leading to water quality complaints. The development and implementation of a UDF program will help to keep distribution system piping clean to provide high quality water. Given the development of the update computer water system model and advanced GIS mapping, these tool cam be leveraged to provide an effective, low cost water distributions quality investment. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 23 Page 423 of 617 SHPUC 140940 t t The need for water storage was summarized in great detail within the previous report. This supplement reviews previous findings and produces consistent recommendations. Since the last publication, SPUC has moved forward with the option to build the 750,000 gallon tank in the 2nd High West zone to meet near and long term storage needs in the 2nd high zone. Much of the future population growth is expected to occur in the second high pressure zone. As this pressure zone grows, so will the water that is demanded. Standalone water booster stations will be capable of serving these areas for a time, however, as the system grows, additional elevated water storage tanks will need to be added to these pressures zones. The west and central portions of the second high pressure zone are expected to see the first sustained growth and expansion. Currently these portions of the second high pressure zone are not connected, it is unknown as to when they may eventually connect since it will depend on system development and growth. The water storage analysis previously completed in this report indicated that ultimately 1,000,000 gallons of elevated water storage should be added to the water system and the second high pressure zone to sustain and support ultimate water system demand projections. Currently developers are active in the western portions of the second type pressure zone, with potential water tower sites now being discussed. With current developments now underway, the natural choice for the construction of a storage tank would be in this area to serve in new customers. It may not be prudent to place all of the 1,000,000 gallons of needed water storage at one location. Since a water tank best serves customers within a reasonable proximity depending on connected trunk water main, a single tank placed in the west would not be well positioned to serve the central portion of the second high pressure zone. Therefore it is ultimately recommended that two elevated water tanks be constructed with in the second high-pressure zone (West and central) s ruct & ,0 i ccol d 1111111111111111 'one The section above documented the case and need for water storage to serve the Second high pressure zone. With initial development anticipated to be concentrated in the Western portions of the Second high pressure zone, there would be the option to construct a 750,000 gallon tank at this location and a 250,000 gallon tank at the Central location. With this rational, one tank will be suitable to serve a large portion of the development built out. As long term development plans become clearer, and the central part of the second high zone is connected to the west, the proposed second water tower size can be reevaluated. The construction of the first 750,000 gallon water tower will initially benefit the western portions of the second high zone as well as the first high zone as it will suppler flows via inter -zone flow through PRV stations. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 24 Page 424 of 617 SHPUC 140940 IIII IIIII IIIII IIIII III IIII IIIIIIIII IIIII IIII IIIIIIIIIIIIIIIII As development progresses into the expansion areas, a trunk water main system must be constructed to deliver adequate flows for various conditions including emergency fire flow. A trunk water main is defined as a pipe sized such that it can supply water for nearby users as well as serve a greater function by transporting water across the system to meet the demands of the extended water system. The majority of trunk water main improvements identified are outside of the existing service area and should be constructed as development occurs and road improvements are constructed. Figure 6-1 presented the proposed preliminary routing of trunk water mains to serve future development areas. Actual main routing will depend on a variety of local factors as individual projects progress. This map should be seen as a recommendation for the general hydraulic capacity of the distribution system as it is extended to serve new development. Generally speaking, the trunk main layout is comprised of a gridded network of 16- inch and 12-inch diameter water mains. In addition Figure 6-1 shows some key water main improvements to the existing system piping. Some improvements were for system reliability and others were for fire protection. This section will review each existing system improvement in greater detail. As stated above, the improvements presented in Figure 6-1 represent a conceptual plan for potential long term water system improvements to improve and expand the hydraulic capacity of the water distribution system. These improvements are presented to improve flow capacity, increase system reliability and support long term community development and growth. Although the local knowledge of development patterns was utilized in the preparation of the trunk water main plan, as a conceptual plan, the actual size and location of the improvements will depend upon future planning efforts and the circumstances at the time of the improvement are implemented and may not follow exactly as shown in the figure. 11111111111111 1111111111111 In addition to trunk water main to be constructed in expansion area, there are some section of existing trunk water main backbones that are still in need of final infill. These sections of water main are also outlined in figure 6-1. MIIIIIIIIIIIIII IIIIII III As development progresses into the expansion areas, a trunk water main system must be constructed to deliver adequate flows for various conditions including emergency fire flow. A trunk water main is defined as a pipe sized such that it can supply water for nearby users as well as serve a greater function by transporting water across the system to meet the demands of the extended water system. The majority of trunk water main improvements identified are outside of the existing service area and should be constructed as development occurs and road improvements are constructed. Figure 6-1 presented the proposed preliminary routing of trunk water mains to serve future development areas. Actual main routing will depend on a variety of local factors as individual projects progress. This map should be seen as a recommendation for the general hydraulic capacity of the distribution system as it is extended to serve new development. Generally speaking, the trunk main layout is comprised of a gridded network of 12- inch water mains (1/2 mile spacing) with some 16-inch main sized for transmission capacity. Where more defined development is in progress, 8-inch water main grids on a tighter installation scale are also included. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 25 Page 425 of 617 SHPUC 140940 In Figure 6-1, a proposed trunk water main layout has been drawn, with 12-inch loops helping to balance the future water system by allowing large volumes of water to flow between supply, storage, and points of use. These trunk main loops will be required to effectively transport water to the extremities of the proposed expansion areas. Looping is recommended wherever possible to minimize dead -ends in the water system. Dead -ends, or branched water systems are less reliable since water must come from one direction. This forces the utility to shut off water to some customers during repairs or maintenance. In addition, larger head losses (or pressure losses) are experienced on dead -ends than on looped systems. This can limit available flow rates during fire protection activities. Figure 6-1 illustrates the water system master plan to meet current and projected water system needs through the 2040 planning period. As mentioned previously, these improvements are intended to correct existing deficiencies as well as meet the needs for future growth and development. To demonstrate the effectiveness of the recommended improvements, Figures 6-2 and 6-3 illustrate the anticipated maximum day demand pressures and maximum day fire flows, respectively, with the recommended improvements under projected 2040 demands conditions. The recommended improvement plan to serve the future service area has been developed as a tool to guide SPUC in the siting and sizing of future system improvements. While the plan may represent the current planned expansion of the SPUC system, future changes in land use, water demands, or customer characteristics could substantially alter the implementation of the plan. For this reason, it is recommended that the plan be periodically reviewed and updated using area planning information to reflect the most current projections of SPUC service area growth and development. The improvement plan is a guidance document that details existing conditions and recommendations for the future. The plan is based on future conditions as perceived in 2017. As time progresses, additional information will become available and events will shape the development of the SPUC service area. The plan must be dynamic in response; it should be studied and used but also adjusted to conform to the changes and knowledge that will come with time. Updates should be made on a regular basis, probably every five to ten years. One of the main objectives of this study was to develop a long-range Capital Improvement Plan (CIP) for water system facilities. The CIP provides information on the anticipated cost and timing of future water supply, storage and distribution improvements. The previous section summarizes the recommended water system improvements anticipated throughout the planning period. This section summarizes the recommended water system improvements and presents a proposed Water Utility capital improvements program. The recommended Capital Improvements Plan prioritizes system improvements and provides a schedule for the timing of construction. Budget cost estimates for each improvement are also summarized. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 26 Page 426 of 617 SHPUC 140940 Based upon the current and projected water system needs, additional wells will be required to provide reliable supply capacity for current and future water demands. While near term water system demands can supplied by current well capacities, additional wells will be required to support growth and development. Three new wells are identified to support water system growth and replace aging wells through the 2040 planning period. 11111111111111 1111111111111 Two potential treatment plants, an iron and manganese plant as well as a nitrate plant are budgeted as place holders in the event that water quality declines in the existing wells, or if subpar water quality exists at new and proposed well sites. The current water system is supported by robust water storage volumes, however as the water system grows into the Second High pressure zone, elevated water storage should be added to the system in this zone to support system operation and provide the type of water service that is similar to the other pressure zones. Historically, it has been a practice to add elevated storage to a pressure zone when the number of users connected approaches 250 homes. With commercial and residential development now occurring in the Wester portions of the second high pressure zone, planning for the next elevated water tank should begin now. A second tank in the second high pressure zone will be eventually needed depending on development for a total of 1, 000,000 gallons of water storage in the second high pressure zone. t 1111111111111111111111 1111111111111111111 Movement of water between the pressure zones is important from a redundancy standpoint. As new wells are added throughout the system, a demand to move the supplied water from zone to zone will be required. As a result a series of booster stations are planned to move water from the lower service zones to higher zones. In a similar fashion, flow control valves located at the booster station facilities are beneficial to move water in a controlled fashion from the higher zones to lower zones. Figure 6-1 is the proposed SPUC 2040 Water System Master Plan. The figure illustrates recommended improvements to the existing distribution system to serve the current service area. The improvements have been recommended to strengthen the existing water distribution network, and support system expansion into future service areas. The Figure also shows how long range trunk water mains might be installed. Trunk main looping should be a priority in the expansion of the service area and in water main replacement projects. The proposed layout of trunk water mains in this report would provide water supply and fire protection capabilities to existing and projected service areas. In addition, recommended trunk mains will connect water supply and storage facilities with points of use on the system. COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 27 Page 427 of 617 SHPUC 140940 C. The table below provides a high level summary of short and long range water system facility capital costs. These costs are based on recent projected history an anticipated system growth. Supply Supply Supply Transfer Transfer lo IIIIIIIIIIIIIIIIIIIIIII 1111110 or )or IIIII III IIoI IIIIII IIIII IIIIII " IIIIII1 IIIIII"' VOIIIIITIC,o111111" Well No.22 - Well, Pump & Connection W/ Well No.3 Well No.23 - Well, Pump, Building and Connections Well No.24 - Well, Pump, Connections Church Addition Booster Station Secondary East Booster Station 2020-2025 2025-2030 2035-2040 TBD TBD $1,400, 000 $3, 000, 000 $1,400,000 $2, 600, 000 $550,000 Transfer Well No.9 Flow Control Valve Upgrades 2025-2030 $175,000 Transfer HWY 169 Flow Control Station TBD $350,000 Storage West 2nd High 750K Tank 2020-2025 $2, 700, 000 Storage Central 2nd High 250 K Tank 2030-2035 $1, 700, 000 Treatment 3.0 MGD Nitrate Removal Plant TBD $9, 500, 000 Treatment 3.0 MGD Manganese Filtration Plant 11111111loo Room Distribution Distribution Distribution Distribution Distribution Distribution Distribution Upsize 6 to 8-Inch Main Upsize 6 to 12-Inch Trunk Main Upsize 6 to 16-Inch Trunk Main Upsize 8 to 12-Inch Trunk Main Upsize 8 to 16-Inch Trunk Main Zone Boundary PRV's Highway Crossing / Casing 28,700 144,600 12,600 27,600 2,700 7 500 LF LF LF LF LF EA LF 111111111111011111111111111111 $12 $48 $92 $35 $80 $85,000 $700 TBD TBD TBD TBD TBD TBD TBD TBD 1111111111111 $351,000 $6, 897, 000 $1,159,000 $979,000 $215,000 $595,000 $350,000 COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 28 Page 428 of 617 SHPUC 140940 11111111111111 c The timing of future water improvements will be influenced by a number of parameters. Items such as development pressure in specific areas, aging facilities and/or facilities which are undersized, availability of funds, etc. all play a role in the timing of future improvements. Because of the factors involved, it is difficult to accurately predict the timing of future improvements, especially those which may occur far into the future. A trigger chart is presented in below, which correlates well and storage improvements to system demands. Future capital improvement planning can thus be tied to actual system demands and the timeline adjusted as necessary. E 0) 0 30 25 \e\\G 20, 10 5 0 2020 Projected Water Use SuPIPIly chigger Chart New Well No.24 New Well No.23 ' , New Well No.22 �' � '� Water Use Potentia projected Maximum Day Projected Ave rage Day Wer Use 2025 2030 2035 2040 Pllanniing Year COMPREHENSIVE WATER SYSTEM PLAN UPDATE Page 29 Page 429 of 617 SHPUC 140940 Page 430 of 617 I 111111111 air 111111 i.1"1"""L N i uuu Mod III' 1111 11„I11111111111111 I m �I I d � 11 „,„ „. „Al 4IIyy U uui 0, II;t! 11 II ,,,,, 10 001 11111111 111111111 111°4 000000 loo„ 1111111ill 111T 1 h1,1 1111111111111111111 1,1a u1 „ „ � uIII , , !IIII uuu "I, 000„ Page 431 of 617 Page 432 of 617 • • • •••••• • Chanhassen 11111111 M IIII... 11 UJ JTELa IIIIII JJ %111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,111111111111111111111111111 i�i��li�Il�iiM�JMIV�Mf�Wfflli((M�iMMYMMI�� (� w, �I 111111lmlmlm111111111111 11111111111111 III 1111111111111111111111111111111111111111 111111111111111111111111111111111111111 111111111111111111111111111111111111111 000000000000000000000000000 1111111111111111111111111111111111111 1111111111111111111111111111111111111 11111111111111111111111111111111111 11111111111111111111111111111111111 111111111111111111111111111111111111 111111111111111111111111111 11111111111111111111 1111111111111111111 1111111111111111 000000000000000000im0000000000000000000000000000000moo 000000000m0000000000000000 111111111111111111 mu �remmmmuum000il oii um, ��� wimimooi uu 0000i YIo1` �uw,WW��Pi 00000000 00000000000000000i O�pUIWkkNNttttfLf B))1J1J1JIYJJJJJJ, Mq I'�V�I'�;�17�V'�I'�1M•1•MtiM1V MMMMN'■ II1MMM1f•1V���IMI�MMM, r 1 1 • • • MMM��VtVNEM.. MMN u•••1111',■ICI 'M•!M•MMMMMb I uMIS-I�MMMF MN1 1•1VM11 MI la pxw•we1s, s je eM 6ui}six3 4-Z aan6id\aXW\si6\elepdn ueId JeleM dwo0 61,0Z \sTJode I \s}da-u6sp-w!IeJ 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 111111111111111 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 11111111111111 cn co C0 0 y°IIIIIIIM 0000NN IN'„� IIIIIIIIIIIIIIII u uuuuuuuuuuuuuuuuuu IIIIIIIIIIII9IIIIIIIII IIII oiii�!oii"' uuo��0 "vvwHMMM HvvvvvvwHMMM'M'Ala 41000000111111111111111111111111114 11111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ,11111111111111111111111111, uuul uor q@NIIMVIp11111111111111111111111111111111111111111111111111111111111111111111111111111111 III uldllh I uuuuuuu ii I Muuuuuul Ills I IIII lii Iliuuul uuuu a ull ' IIIIIIIIIIIIIIIIII I IIII IIIIIIIIIIIIIII I IIIII IIIIIIIIIII IIIIIIIIIIIII III IIII MmIpII!iilllllllllllllllllllllllllllll IIIIIIIIIIIII III IIIII IIIIIIIIIII m,, ll IMV��'„""'I I IIIIIIIIIIIII III 111111111111111111111 1 11111111111111111111111111 dM'M'M'M'MM'M'""""VVVVVVVVVVVV6M 11111111111111 uuul IIIIIIII uuuuuu IIIII I IIII IIIII I IIIII IIIIIIII III I III IIIIIIIIIIIIIIIIIIIIIIIII I 1uuluuuuu�luurluu�rrluuuuu�� luulru 1111111111111111111111111111111111111111111 luuuuuuuuuur� Il�uruuuuuuull I noun I I I III ii ly uuuuuu) uuu l uuuul l uuuullluuuuuuuuuul uuuuuuu) uullll uuuuuuu I lllu 1,1 1, 1I� ,cII'I I IIIII II 6 llullllllllllllllllllllllllllllllllllllllll'II111 °°°°°°°°°°°°°°°°°°°°°1 11111.11 �����ui.""""""s"�u,rr'luuuuuuuuuuuuulluuuiulillo. "', I' 11111111111111111111111111111111111111111 llllluuuuuuuilo uuuuuuuuuuuuu!1' ii 111, IYlllllllllllllliud11,11�1 IIIII Id1 0000000000000000100000000000000000000000000000000011 NN'wuuuuuuuo00a'), 11111111111110000000000000000000000000000000000100000 bl�amYmloouuuuuuuuuuuuumuuuuuuuuuuuuuuuuououoml 11111111111111111111111111111111 u11111111111 Ju ,1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 CNN =VM;. W 101 10Iuulll001111llllllll1111100)„ u_ i. I. IIIIIIIIIIIIIIIII. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIII�CII�IiIillliiOlG I I Illlilli4ullllllllllll Ipypyiiiiiiiiiiiiiiiiiipyiiipyiiipypyiiiiipiiiiip;yplyl;lylylpyiiiip;lllllllll IIIIIIIIVII V III IIII 1IP o 11 H IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII WWNWWWW000W'W'�WWN WIIWWWWIWIWIWIW' 1111111111111111111111111111111111111111 11111111111111111111111WWWI1111111111111111111111111111111111111111111111111111111 1111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII milli 0 AUAR Land Use Mixed Residential Mixed Use Center Mixed Use Employment Center a) U CO co 0 Q 0 Rights -of -Way 1 Suburban Edge Residential Suburban Residential a) 3 D Citywide Land Use Bussiness Park Commercial 1 a) E W High Density Residential? Institutional Medium Density Residential Single Family 11111111111111 11111111111111 11111111111111 11111111111111 pxw auiuu0Id asn pue] -j aanbid\GXW\sib\a)epdn ueId JeleM dwo0 6I.OZ \s}aoday—\s}da-u6sp-wHeJ 111,, //11t1111111,11,1111111111111 IIIMIr111'111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111,11111111111111111111111: II 1111111111 111111111111111111111111111111 11111111111111111111111111111 1111111 1011110111 111111111111111111111111111111111111 1111111111111111111111111111111111111 IOW ra 11 1111111111111 111111111111111111111111111111 111211111111111111 1111111111111111111111111111111111111111 111111111111111111111 11 11 11 11 11 11 )1)1)1)1 mut, 0 uPo 11 imr 00 11111 111111111111111 al A 11 1,1 hht "my", h 11111111111111111111111111 o o w > § ct ) —0 u o_ Et u u• co = M CMCL IL LI ®CD1111 CD CL) _I = i 11 11 11 NEEN• 16 Dste Ground Stg Res. Oln Existing Water Main • co co 0 0 0 6 (4, Pressure Zones 2nd High Pressure Zone East Pressure Zone 1st High Pressure Zone Main Pressure Zone 111c=5, 12 CD 11111111 I A I Al' I A A td 0 Ed 11 11 I A A A AIN Ed 11 11 11 11 11 1 11 11 11 11 11 11 Ed 11 11 M: 3 11 Ild 11 11 11 11 0)00 I A 11 11 11 11 Ild Ild 11 11 I A. A I A or A 1 A I A 11 11 I A rhtt 11 I A 1 1 1 rt, A 1 11 0 „ttttrtt pxw quewenardwi pepuewwooe arribu\axv\i\sp\elepdn ueid Jelem dwoo 6L,00 \si.Jodej \sid.frubsp-wHeJ III�II uluuuuuq Ch f111111111, ID %SAID, �1Vi tlu oiii uidl u6ii(o u000 ,IIIII � 'AIlithilli IMEMEMBELJEW ,?fr ,»i1i11111111111111 of% 5N➢)ILJJ54015 - 1yI•S111111111111111 11111 11111111111111111111111111111111111111111111111 uuuuVuuu111,,,,, 111111111111111111 0.111,,,,11111111 �I�IIIIIIY ' U;;' 1111111111111111111.111111111,O,W1.1,,,1I111111111Y11111111111111111111111111111111I11111111111111111111111111111111111111111111 11111111 111111111111 oim11111,1111111,11111111110. 111111111111 11111.11111111111111111111101 111111111111111111111.11111111111111 111111111111111.0 II5 11 11 11 11 1111111111 1,11111111111110 1100010 �Giuuilulu 1 11 1BWI�IIWWW�r110, imV100111. W. 1 111 o M e" 15 15 11 11 JP 11 I AM 11 11 11 11 11 f�%rrrr,,,, I 0 0L 11 0 a) E ®� Q 'CT) 11 pxw•aanssaad aan}nd Z-9 e n•Yd\GXW\silo\elepdfl ueld JeleM d5.,50 660Z \s1Jodad \s}da-ubsp-wHaJ ammm.Nlllllllllllll IIII IIIIIIIII NNNNNNN NI IIIIIIIIIIIIIIIV,,,,NNNnNNI, pPyyN 4 AMA /II 111111riffilli:// or/if A" 111,//irr.illir/A17 1,1,1,1,1,11r/ my( / ,10111. u) 11% 1*P, PPM i - j • ju we NI // ) AI IS AEU. *MAW NINII E Effi ffi M N O I AM Ild • • al I Am I _.. E c E pxurmold eiciepeAv £-9 aanb!d\GXW\silo\a}epdfl ueld Jelem dwo3 660Z \s1Jodad \s}da-ubsp-wHeJ Page 438 of 617 11111111111 1 Page 439 of 617 Page 440 of 617 , 6„ 1 1,11111,,,, 111 E E E 7.11111111 , .1111111111111,I 111111111111111117. v , E kJ "11.1111,111, 17,1111111111111 1,7, 1,11111, 1,1,1111111111111 ,111,,111, 7-1 1.1,111117 "'. 1111111,1.11 .11 Page 441 of 617 t It r TO: FROM: SUBJECT: DATE: IAKO . EE P S CO IBS:10N „„ umummum "Lighting the l\Way - Yesterday, Today and Beyond" D John R. Crooks, Utilities Manag Lon R. Sc emel, Water Superin en ent Nitrate Results Update -- Advisory June 24, 2019 1111111111111., 1,111.1111 B Attached are the latest nitrate test results for the wells. The analyses provided are for the prior 2 years of data collected wit) trend graphs. 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111ffirdri 101,,,,1710.fifi Post Office Box 47- B , f, BBB 11111111111111111111111111111111111111111111111 —55 Sarazin Street Shakopee, Minnesotv 55379-0470 (952) 4454988 (952) 445-'7767 www.shakopeeutilities.com Page 442 of 617 Shakopee Pithlic Conittrission Watar Department Nitrate It/I(! RapOiled in mitt. 30 rti p re R . sults, Localize Collect d 1,1larm iv: : El 1305 Olt Lob Rim Time 2 5,101$ 7 012:5117 4„33 11,1'011 168 Ihrii pow 2 ($*17 1t20/17 3„ 30 1$41:111 108 0 r ' prior 2 0,/11/11 7,1,21111 3.40 44 niii 2 8113117 8120117 010 MVTI., 't92 0 or prior 2 7125117 et 1 , 'i 7 8,00 IVIVIli, 102 firs prior 2 12/22)1 'll 0 ?,28)17 3.50 MOT 165 los prior 2 0/28/17$ 0/4/17 ,6,42 MV11.. 168 0 ,$,, prior 2 9125117 1042011 7 15 .30, MOH 2 1,0124/17 11111111 3,00 N1971„, '100 8 11, p do 2 '1112007 12111117 2.50 MI/IL 188 NI, pror 2 1212,8117 119118 1, .20 IWIL '1611 his prior 2 12,1211111 2i21)/18 5.7o pH 2, 1/23110 2,070M11 0.22 totyll. qiii rus prior 2 2127/10 319110 5,14 MVTL. 108 I'm prior 2 3/27110 5r11,18 2.70 ,4716/ 2 413118 4110118 2,55 WTI_ 115a hfslptior 2 4/24118 5/9110 2,37 1%/10,11-L. 'Rill his ;prim' 2, 5',122118 5i,311111 2.21 WIT( 169 Ivo, 0,01( 2 5122118 5/141111 2.20 I'M OH 2 014110 '712110 ,15,07 wit, 312 his ip 6 rpr '2 0120118 8411118 4.70 Moo :2 7124118 90 7, 1 8 ,2,41, NOIR, 204 00 prof .2 0120/10 1005118 4.8? WI 158 lin 1p ri or 2 9/2511111 10115119 5,30 MVII.„, 100 his prior: 2 0128118 1011.6118 2.30 5171)1 2 11)/29,1 0 1 1/7t 1 8 2.76 NAM, 160 hrs prior 2 1 1/2111 8 121508 4,12 ,MV11„,, 108; hrs prior: 2 42110110 1248,10 ,2, 89 411Vit 169,110 prior 2 121111/10 114119 2,00 MOH 2 112110 1114110 4,97 1141/11.,„ 100, hr OW 2 4/23110 5/ II 1 9 2,84,, mv11., 160 51$ pric,,t 2 4123/ ig 5117119 2.90 MOH 2 1o/21111) 5129119 1,03 .VIL, 168 her, 0 rior 4 15/5/17 7127,0 '7 4,80 MOH 4 6,1/1 ,'Il 7 911,4117 4.33 A,01,41TIL 108 11r5 priOr 4 -mit)" '?1,29111 4.35 MvT I, 1011 Irs ptiot 4 '811117 81711 7 ,4.35 Will„ 188 him prof 4 811411 1 1 0120117 4,10 1M OH 4 9/511 '7 9$20117 ,3.9 My% 166 6r% of +to 4 05/17 0/7811 7 100 MOH 4 101311 1 10420117 4,29 ,M,VIL, 100 11r5 prt,,,, 4 10V31111 1 W 7117 4 :,20 I5101,1 4 1 117P, 7 312/18, 4,83 MVTL„, 166 Ilf6 prior 4 1216117 12122111 4,12 MVT1„ 102 11,r rpror 4 1215117 1181118 LSO MIMI 4 11211 9 1110/111 5,10 imvrt.„ Itio hrs pri,or 4 112118 ,212011 8 ,4,80 MGM 4 2/611,8 2120110 0.50 mvu tao Iv), OrOr 4 ',.30,11 11 :!1112011 8 5.80 MVII.„, Itlit ihrs prof" 4 305119 3120119 4.90 61121,1 4 401 8 4110119 4,99 ,51V-11,, 108 11r1i coior 4 0,1,16 519110 4.40 ,VV11,, 108, Itrh ,phitir 4 511/19 0,2010 4.10 MOH 4 6,5,16 004,18 2.00 MVTL 100 hfs pig, 4 0611,9 7,18/18 2,90 MOH 4 7/3,1111 11119/18 '2,40 MOH 108 hrs, poor 4 ''111,511 0 1129119 0,50 MVTIL init hrs prior 4 215118 ,21121112 4,16 611/11„. 1 9111rs p6or 4 ,315119 3114119 ,4,76 ,MVIL. leia Illi prioc 4 3(5)10 5,29119 4210 MOH 4 317110 aililillti 6.30 MOH 199 hrt prof 4 4 T211 9 4111119 4,46 611/1 L, 16131114 plot 4 60119 5114119 3,02 imvit. 'RIR Irs prior 4 014/ I t) 0t2 1119 3,14 Wit,: 100 IIN phot .111 111111111111111111111111.. NO3 Viten 2 '0„,00 7.1„0,1 ' 0,00 NO3 - Well 4 t0.90 4„0.0 11,00 4, gip „ 5.011 1/11/1/11 0644 1?) '00911 1,10410 t Weil 41 Mibriesrata Wi lley TAsting Laboratories ADH , MAnnosoto .17 of flOalth TCAt - Twin Ci.ty Watar Pap 1 col' Ron 'On rep, Page 443 of 617 ,/16/1(11111 w' boing 1014top t tor Prii1 WO.k (16 h Shakopee PL11,110 1„211i1R1es Conwression Water Department Nitrate Re!51,01S Reported In mall 15a pla Rsuil 0Cii0110 Cott et8 Rece,506 R70011,04 Lab Rua 'Time 5, 0151111712711 7 740 1114011 5 6i5217 01141177,1 2 MVTI.„ tel hr$ 6,0ot 6 715217 '1120/17 '7,74 NIVI'L too [Ito 0007 5 011117 „877/17" 7,40 tvivri,, 17(11 hfn priof 5 0114117 10120117 7„10 MOH 915117" 9,126111' 7:27 WIL 158 ho pror 5 9151117 '0125117 6,50 Mum 5 10)117 18120117 713 0115(01„. 150105 Oat 5 1013117 11117111 '740 M011 5, 1 1171 t7 ",1,211 8 7,57 Nrsm, 181 hr$ prior 5 1215117 17122117 0,80 MVIL.., 1,02 Mrs pirlut 5 12)5117 11811 6 750 MOH 5 1/20 5 11115118 17,50 1!11411, 1(00 tva 0 0 Pr 5 112115 :212011.6 7.30 MOH 5 215118 2120116 '7.49 MV"111„. 166 hts prior s 3i0005 3120/15 1744 MV11, 1 05 hos 007 5 310111 0 31213118 7.40 MOH 5 113118 4210118,, '7.62 myr1., 160 his 6007 6 512111 18 51908, '7...115 11,0171„ 108 675 prior 5 51106 812506 1735 MOH 5 011311 8 511 4115 6.13 mv-rt„„, '166 6 r s prior 5 645110 71161118, 610 P/115211 5 71118 "11219115 550 MOH 5 31/111 8 1512008 5,99 writ 168101i prior 5 914118 10115518 6.32 03Y111. 165 1its,l1a701 5 951118 110115116 ,.'701 MOH 5 10(208 10115118 457' MVIL 188 ars pnor 5, 1 1/1r2t18 '1 1/1 9118 540 MON 5 1126118 113161.16, 6;74 ,myrt„ 10/1 h 1,11 Ow a 1 meth 'r.oi 111 ti 455 W11 168 Ors prior 8 "'I 214 11 $ 12/2608 7,10 Mon 5 1 aill 104110 7.01 MVI'L 10 art prair 5 112110 3/4119 7,00 MOH ,S 215119 2112110 712 035(1 1156 Mrs prior 5 32611 9 ,341,111/ 11 9' 715, Wit 158 tat prior 5 3/50 0 2025110 7,20 '03O11 5 4,12119 401110 720 ,0o5(11/, 101311rs prier 01 51116 16214219 5,73 MV111„„„, 166 Ors ri,rjoe 0 6M11 0 0/2 1 ri 11 CM ?OWL 168. 051 p001 6 15 5 6 5 13 6 6 0 1,311411 7 ,412 4,11 7 4.40 MOH tea 001 prior 4/110 7 4/111117 4,54 MVIL Ole /ro prior 51611 7 7/2 7117 4.50 031311 100 laws prior 0112117 15120/17 1.70 „MOH '166 ho; prior 1 211211 7 '1118118 11„ 50 MOH 1'05 Ns prior 3113118 411, 0118 5,10 MOH 155 h/s, prior 5114118 170645 440 031/111 156 hos 000 r 0120/18 0/1 51110, 1„30 011)1-1 102 Pro, prior 12/2711 8 21509 4.80 03D11 106,1101 prior 118119 1/11115 511 03ti011 5B hot 15,4.1111 3/12710 1./.25/15, 4,70 MOH 156 art „prior / 13114111 14 /12411,71 4,50 MOH 100 ho 000( ? ,411 111 1 411 7111 7 4„74 Win 180 rigs prior 7 01171 7 17127117 4,50 114101'.1 180 11114 prior 7 8/8117 17127117 1.80 MOH 16,0 hrs pribr 7' 0/12111 t 013/17' 4.120 031311 1/110 his pri3O 7 t 2/ 1 211 17 1 t8/1 0, 3„90 MOH 10510. 'prof 7 '2713118 ';522'.„611 6 4,150 031/1111 14 11' firs 1p ri or 117 6/19116 '7,1115216 430 MOH /150 art pp' at 7 9/16/18 15115115 4,50 MOH 210 ars, ;Oar 7 1212711.0 ;215119 4,10 MOH '16.8 ars prior 7 115119 1114115 4,15, Mift L 188 a rs„ prirx 3112118 312020 440 MOH leo 10 rta 0 0( NO3 - WO 5 0011' 9,1 111111.11.1. NO3 'Weil 6 " • /". DO 0 011 10110 012 5,0,0 , 4,111 2 DO 0,00 11.1.1.111.1. 6 NO3 7 11 / , aaaaa...110) pt. S ("0",1 oil 1, 5,') loro 10,141,0 01/ 0000411' 01331,7„,t„,3, „1„ ey b,or,ii r 74 Ft 11 111„. T/3/1'// / ((ra a t Tao 1„ri /1, it ,,,r Wo 11:,„ Ft? 1 1 )),1 r4000 12; of 0100 MOOS will Mpf fit fhe kvon being im Ito 1 for lona work (7159 hes) Page 444 of 617 Loco lion 8 8 a 4 8 6 a 4 71 70 17 71 00 0 71 11 17 8 17 a 8 70 0 9 0 9 9 9 6 9, 9 9 9 9 71 9 6 Shakopee Poetic Mattes C",amtrassloo Water Department Nitrate R.Y,auaa 1:17,eparteo 701001.4,„ 508,0416 Collected It iced virio R04,1914 LAO kuo "Tiroo 13(15117 8/1141111 531 Notivrt, 1070 !vs prior 1515117 '7127117 5,,,,80 ,M131-1 196 Itro, prior 17/5/1 7 "7/2 9117 015 10011,„ 141 Ors poor 41111 7 190117 19,03 MIS/11. 216 tics poor 611 411 11Q,1126117 771771 10,101,1 1:1(5(11 '17 9/20,117' ,5,19 MOIL 210, ha prior 915117 ,0129117 5,49 MOH 19010 '7 1 012,4(1'7 0,06 12,011L, 1136 1104 prior 10/13117" 7111 15,20 M D11 1 mil 7 XI 18 5,97'Ms/11,, 109 hut prior 12/5117 1202117 5,111 MVTL '192 IWO, ,pri 1215117 110(1 8 '5,00 1MD,H, 1 (2118 1(1 909 9,07 MM. 166 148 prior 11011 6 2120(18 5,96 0/0,11, 2/911 9 2129(16, 5.04 MV1L, 19,6 lirs p0181 31511 8 3(20(19 0,03 WTI, 168 Iwo poor 3171/17 312600 ,5:79 81778/ 413019 411 0,(19 ,5.08 Ms/11, 155 141 p1181 5/1/18 5(9(19 5,05" MS/11,„„, 15,9 rirs prior 511/1 4 0120(111, &BO MOH 61511 6(14119 5,56 MO 1,..„ 186 tors piri 8/5M0 111608 5,00 moll 'nano 140/10 5,96 MOH &TA 6,(2014 5,72 INIVIL, 159 104 prior 014/10 10118(16 5,72 811271„, 118 110o, pril 014110 NO 1,5/1 0, 516 MOH 1012(111 0110/111 5,5,5 MV1711_, 199 tits poor W12118 019118 ,5,,,30 MOH 11(0/15 1. 1,190,19 108 lios pfillf 1214119 12111/19 0.1011. 10/1 hris pirtor 12(4t19 12/4/3/10 51,10 81011-1 1(2/19 014119 541 M9-11,, 91i01" 1/2,119 "314/19 510 0713/1 215110 2112/19 5,,00 8112"11 t poor 115119 3/14/10 5,„41 NIVIL 439 hro prior 3,/51' I 9 309/ )9 00 MDH 4/209 4(1110 5,11,0 MS/11,„ 1110 haw prior 517119 5/14119 5,„13 M12115, 11514 hrO 17/37 9t4119 8/2 1119 5,12 MVO_ 198 t8,4 pro( 5( 16117 ,9(2511 7' 3,47 541211.„ 10,9 tiro p1131 0150 '7 5(76(1 7 3 AO M lee 01011 5i2711'1 '7' 067 1141211,„ 10,9 Ors prior 101117 '7126111 4,23 1101212„..„ 44 Ors prrior 519111 7 8014(17 4,27 MV12„, 155 Ors prior 112/1"I 91213/) 4,40 811/11„ 122 tiro, prior 10(10117 I 8120/17 4,100 mvirt 1441 hrs prior 1 111 41 "'I '7 1 I 12 11 I I 4,,43 MVIL 100 Iwo prior 12112117 12(22117 414, Misf11,,, 10 0 , prior 1 KV 1 9 1(18011,), 4,45 Will 199 hr. , p riot 211311 212040 413 ,h4V11.. 100 hro prior 2112110 21120113 415 MiVIL 100 9(4 prior 4110118 4,18,08 4„23 M12'11. 16 0 Ihrg, poor 01( 1 0118 15121511 9 2,02 '.716 r5 prior 000110 '711845 2„0MIDH 711 9018 '7,118/ 10 41,20 071211 244 tirs, print 13114 '18 8121018 4,29 MAITL, 100 Pro, prior 4/11410 1405(18 183 M VII 10,0 hrt, poor 1010118 1 11 (V 1 9 3,61 MVIL„ 106 100 priori 11"I / 1 (18 11129118 435 MV-11. 198 8rs prior 12/21110"7/14,10 1,51 M 'I 0,11 hi, pri r 4/9119 4il0119 219 M V11, pnor t 9 5i NO '2„50 MOH 5114119 ,0129,19 2,8,2 101/111. 108 hrs prier 1101,00 1,0D 4.80 31/000 7100 0.00 ' 111111111111,141., NO3 - Well 8 1.11111111111111111111111111111111111111111111111111111111 111111 • m" "" 11, 111111111111111111111111 NO3 - ell 9 ,;::;;oo.tuf.==2=,n(33 51/ 1X1 1111,11, 19 ,7/8 111111111111 Hotior (V1,101 11 11. 1111111,111,, 1,11.11,1111111 tirio,or I W 011,01 5/i11110,801 0 Valley re1j4,,,a119 ,[:,AnoratorifAs MOH 0'I1711el0L4 Dcpartment of Helto TCOC" . Twin Cilry wa(or clinic Prpo ol 7 Page 445 of 617 attti tin11/* WO' improsent, loi010 itioring room 1 for on, Shakopee PubIle UNititiois Commission 'Watelr Department Nitrate rie$Liliti Repelled in regil...„. m pl R Lcllrm ck»lud ileetiurad Ru0 au Run Tlrn le 40142 4120/12 < 'I 410 10111e, 155 tors prior 10 112104 1125114 Is 1,.00 'T1'..,71/VC 144 hrs prior 10 3125114 411114 2e1 M11711,, 00 hirs phor 10 4725114 517114 < 0,,20 wit„„„ 24 his Ow 10 4/23114 '811604 s 0,45 MOH 1 fit 508115 81200 5 < 045" win, 141 ha., pror 10 40 1111 '4/17117 < 045 MIVTL„, 185tirs prior 10 1/8110 111400 045 MVTIL '100 btu prior 11 5/23117 5101172,1113 94111 1,,, 105 Kra prior 11 8/1117 '8115111 2.50 9409 02 hrs prior 11 0127117 7/5/17 ,1,50 MVIL, 10,0 tut prior 11 '70111 7 "71200 7 1,50 MVIL„, 188 hrs prior 11 8/8111 804117 2,,,55 MVP. '100 hi, ' priOr 11 002/17 00,0/17 2,.,52 11411`1"'L 18B, hrs prior 11 10110117 10120117 2,,51 MV"TL, 144 tors prior 11 1104111 11121111 2,,,57 mvirt 100 hi% prior 11 120211 7 12122117 110 NIVI1„ '108 Wu 1995/ 111 11911 fl 111011 0 2,„57 MVIL 180 hrs prior 11 2113101 ,11/2 011 8 154 MYTL 100 tors 'prior 11 311,3;118 3120110 ,2„89 Midi( Intl hris prior 11, 400/1,0 411 80 81 2,13 mvn.. 1 Oa hal poor 11 99/722116 'It 1811 8 ,2„ 0 0 940I^4 ,24 hir's prior 11 7110/18 708118 2„48 NIVEL 24 hos prior 11 0114110 0/20118 1155 kiwi. 1 Ela lira pro r 11 008115 1005115 2,,,113 M"VIL„,,, 1E4 hh, ; prior 11 "I 005115 1111118 2.45 WTI 100, tors priOt II 11 tiNta 111291171 2,,4,1 941/11., 1515 him prior "1'1 12/21110 10409 22,5 hivrt,„„ 1 011 hrs prior 11 118110 104110 ,2,,31 rovrto, 1 fla hra Ow 11 1119119 4/10119 2,40 Ntilti,„ IGO hrs, poor 11 410110 ,51111 0 2,,,00 94O9!, 11 5/14110 5120111) 2.413 win_ toe lir,* phor 12 40 1711 ,4111117 0,42 PATTli,„„„ 838 h ri prim 12 975717 '81215717 0,72 941/I1,,,,,, MO toil pi10/ 12 "I 21511 "7 121220 '7' 032 941/1"L„ 168 tors 'prior 12 074118 10/150 8 012 wovrt„ 108 his prior 12 127408 12,111718 °All Nitiril, 04 04 pnor 12 '115119 3t 140 9 4.811 M111ri... 188 ors pot 12 ,8728711 8187 1 9 '0,53 941/7"1„ 13 302709 372149 018 NIVI L. 48 MI prior 13 47147006 4121109 1,10 WTI, 00 hrs prior 13 3 0109 ,811 2100 4,9 0 WI t, 1011 hrs prisr 13 9724109 1 0/5709 0 St NIVTIL„ 51 rot, prior 13 7714110 'I1470 (1 1 ,o7 tArrt„„,, 42 hir, , pnor 13 :371171 1 311071 1 1 AO NW 1„, 100 ill r4 ilrior 13 471 111 "7 4/ 'I 711 7 1.14 0.111411„ 418 Ws pnor 13 47571 1 '412137 1 7 '1,16 MVITI,„ 126' 0 , , 'prior 13 12,05717 12122117 1.20 11911/111„ 168 104 11il59' 13 303(1,3 3,2308 1 A2; MVT"'L 188 ors prius 1) 875718 8/14718 1.11 Wet. 24hrs prior 13 4708 10115710 1 „ 2 0 94109-1, 168 0 ps 91,1459 13 12141718 12/1108 1.18 MVITIL„„ 1(18 Ism prior 1,$ 3i5i 19 .;V" 11 71 8 0.50 mvur I 108 tint 'poi, 13 .15/2800 903119 0 „0 5 myrL 188 hrs poor 1, 4 4123114 ell 0(14 ‹, 01.06 9401-4 14 471 717 4/11711 < 0.55 WTI 201101 prior 14 87571 7 9t2871 7 < cos 941/71 21 lho peio 14 12)571 7 12127/1 0,06 Will 180 his on r 14 301 9 '',140,1 0.Q5 MVTL, 188 tors prior 14 6411 13 150 40 < O. 79.111, 211 413, prior NO3 - WO 11 )0„,00 , 81,00 500 , 400 2OD ..........1111111111111111111111111111111111111111111111111111111111. 111,, NO3 - Well 13 .0,00 Him (irk, 4 00 f 2 OM 0.00 Linear (Vitill .--14/.11111 sear (nisoi, :1 /11 tvrwr i s, 441 ',id, ho 23,t, e m Oft n si41 D t fl; Eno „1,. tro, C y 41 It t Page4 of "1 Page 446 of 617 rifn ,ropir A wolf hping in, top 1 tor ono wet* (1983 110) ShakO!'9 1j0111.WYS CO1i/OSISJCP0, Wat D 9 pantment Nitrate, Resuito Reported in mrpl.. Sample AnonCnll fl 0 Iliocisiv itt ufis Lab Rho riio 15 11,Q.0 7 WIWI?5..50 tio4V11,, 144 hog olio, 15 Viil 7 0it1511'7' 5.20 MOH, lUNI/ro Ow 15 6757117 6111717 4,110 WTI 186 hrs prior 16 '7710/17 1724711 5.20 MV1'11,, 1616 Kra prIor 15 8715717 812 1117' 5,51 11111.7111, 186 hrs pOor 15 07710111 972671 7 5112 11710711 I/O'1Iris prior 15 110.717114 11111111 ,6,10 61V71, 160 Iv% prior 15 11721117 12111 717' 4,30, MO'I„, 160 Iva prior 15 12710717 12721717 5.17 M VII, 102 Iva prior 15 1116718 2/2.01116 4110 M VT L 188, hrs n/or 116 l377011 6 3727716 4.01 5711)7(71,- 11011 11,0* prior 16 ,157 1 57'1 0 5731718 418 M VII 168 Iva prior 15 6,11600, 6($ii118, 5.10,MOH, 16 61107 1 6 6726118, 5.40 Nn", 430, INN Ow 15 7,11711 0 171/1 '7,i,'19 5,,16 M VT I.... 120 Iva prior 16, 07211113 10115/18 ,5,,02, MVTI„,„ leitl hr prior 15 9118116 100 5718 4.75 iillVTL, 1,86 IV* POW 15 1 01/1.60 01 1117711 474 MVII. 188 tits priot 15 11 I/26710 1 1121311 8 4,90 WTI, '168 hr ':' prior 15 12111/16 12721/18 554 MVIri, 160 Is prior 15 1710119 1729110 505 076/11. 169 Kra prior 15 2110110 ,3/ 4119 4,91 616(11..., 108 hrs prior 16 '511,511 9 342500 5.05 MVIL 180 IV,* pri r 15 40116 401119 4,67 M121 L 168 III'S 01i01 1 tt 4 ,f2116 '011410 $1;10 MOH 15 5101 0 5114110 4.60 MVII„,„ 100 lOori prior 116, 5720119 01011 0 4.70 1771071"1„ '166 lir, pilot 16 ,511671 7 5725717 5.07 MVTL 18/3 OM poor 10 67671i '7' '71271 'I 7 5.10 MOH 186 his prior 10 711 0117 '1724117 5,72 Kai. 160 Ora prior 10 OR 111 7 10720117 0600 MDH 16 10715117 0721711 6„ 20 MO L 1011 Ns ow. 16 '9110717 0726717 5,26 Mlat: l' 68 i'l ra, ,prior 116 19719711 10120717 6,40 MOH 16 10717711 'I 17'17111 52,0 '14V'ti.,_ 188 firs ;mitt 16 11611 7711' 310/10 4,90 MOH 15 11721717 12/111117' ,5„21 Will 166 lir* ,p 0 cc 16 12119117 12,727111 510 1141111, 192 Ors prior 16 1,2116117 2,20116 061111 MOH 10 111600 .7t911,6 5,44 ,V'T L 160 Or, prior 1l3. 1111611 0 MO 6 5,26 610111 10 3120118 15/27716 5.531 6161111.„ 166 h ra pr16( 116 3720710 11731/18 5,49 MOH lie 5/1,5/1 0 „!,i131718 16,141 'AM 1 GE 11 t,,I, plot I/O 0/1 Ell 13 6/1261 1,6 E„ 20 No H to 16/1011 0 0126716 0,65 MVIL, ,400 Ors prior 16 0/1971 0 7118718 5.00 ,1,71 OH 111 '7717110 6411 70 a 6.75 WTI 400 Ors polar 10, 771 711,8 117101716 6,110 D11 'I /3 6i 11611 0 1 ar1 511 8 4,01 Forvn„ lati hts, ptior 1,6 9116116 0/1 506 4.60 6101/ 10 'I 00/18 1 071 5,0 a 4,79, Mn.., 1110 Iva prior 10 1670/10 1111108 14,011 74110,11 10 .872 106 10115718 5.00 MVT L 1112 614, proof 16 1 1720118 1 1120718 4,01 mvoi„, 186 Ors prior 16 12116118 1, 2726118, 5.06 1171V111, 162 11171* 711131 16 12f1 BM 6 '1114710 5,80 MOH 16 VI 5111 9 1,770,0 0 4,9,0 RA VII '168 Or, prior 16 1116119 314710 4.110 M011 16 2116111 314,719 4„51 MVIII.,, 135 tim Our 16 3,71111160 :925,(19 4,63 M6111„..„ '166 Iva prior 16 3719710 ,414,715 4,00 MOH 16 40609 023,19 4,50 616111, 169, 111* priOr 10 5114118 5128719, 440 6111111'L 100 Iva prior NO3 - Weil 15 - • • „ ' 6,60 , 4 ,1.1.1.1111111111111111111111111111111111111111111111111111111111111111111111111 10.66 LEO 11,411 7 4)611 11/ NO3 - Well 16 Lirmar 111117111 "1,5i Vo6,11, 16 tfirtmof 011,41 1,61 MVTI. minflesota vaiLey 71191i1 1 Laboratiorim] MUN . 'Minnesota Departmoot of ffooilh TCWC . Twin City Water c1ipic Page 5 ,61 7 Page 447 of 617 Now biles Mil reptorrent the 'well sfep '1 foe coo 'woo (vie hrt) Shakopee,, PubOc [LItifitos Corruros$100, 'Wolof L)po1rneid hiltrate HooiIIo RepOrled In r13i7,0„„„ 100rnplir i3or0,911 ILocation C 0110 (40 Rot:0114W ROtitirli tit Lan Run llml 17 tail 01 1 '7' '712747 180 MOH 100 nr$ prior 17 "0100 1 7121117 l'„,,,,01r IVIvrt„ lot! Iv* prior 17' 91140 '7 1072,9117 5.90 MbH 11 0115117 001117 ear Wilt 180 014 prior 17011011f 9220111 0,13 MVIL 19011,1 prior 117 0/10117 't 0129117 0.,00 MOH 17' 10,11117 11117117 '7 „OS MVI1,,,,, 108 hrs prior it 1071717 ":1,79118 0,:00 MOH 17 11121117 'C2111717 141 MVIL, 198 htii, fttior 111' 12119117 12127117 085 MV111., 102 nrs p0Cir '17 i :21112111 2729110 1449 MOH 17 MOPS 2120/18 7.12 NI/IL 1,88 ,lits prior 117 1,16110 119118 CVO MOH 17 1128118 5111110 030 MOH 17 ,3i20118 3112'7118 7„,00 WM 100 htt prior 17 5115710, 573,111, 1122 MI Vt.., 11,18 mi715, prior 11 ,E015i1,0 812 ail a 0.20 MOH 17 ,011, 0110 pia aelo ,6.52 MV"1"1„,, 420 two p(ior 12 ,011 9110 "77101110 6„,30 MOH '117 1771748 80 '7118 510 NI VII 401 hro prior 17 7117110 11119118 SAO MOH 1,7 8,21.1110 10715118 010 W1L. 190 nr", p301 17 971 0118 loot wira 5470 141/11., 103 hrfi prior 17 91111118 19/15118 ,5,501' MOH 11 '1810116 10115116 5„50 MVT L '188 to ph& 17 101911E1, 111101111 3,60 MDH 17 1 1120418 1 1121018 6.13 Wilt 'I 0 8 hit prior 17 122180 a 12120118 ,6,97 MVO_ 108 jOrs, prior 17 120800: 11140 9 5.90 MDH 17 111509 112911 0 3,513 MV11,„, 100 Ihrio prior 17 1, 15119 :31410 0,,,30 MOH 17 ,2,/ 1911 0 214110 0,41 W11111,„, 180 hrs prior 17 3119119 812511 q 5,25 14V1IL 109 t'ir" prior 17 '3119110 414110 5.40 MOH 11 411000 1,23,110 0,40 1,11111,,,„, 1/10 hrs r:orior 17 511400 51,20119 019 MIVT1.„ '100' hleri,i prior 212 :5,1071 '7 51250 T. '210 NIV111,, 1 80, his pthot 20 015,11',1 612801, 1 2.50 MOH '114 tr$ prior 20 012011 '7' 0,1111 $ 7' ,2„30 7/61/-11. 100 11,75 pato 2,0 n425117 011.07 2,40 Millt 144 hrs 116°4- 2,0 0122112 ,812811 7 1.07 WP71, 1012 Intl PAW ,20 912,0117 '1074117 111 111Viti. 190 nr's, prior 20 "100447 1141117 11.511 Miat.„, 100 nrs prior 20 11,2901 12.01111 1,51 WIL 190 hr,s, 130171 20 12,2007 'I1 /11118 1,46 Noeno 100 illti, prior 20 112314 212018: 1, 1 MVIL, 1 1C10 /Its prior 20 2,27/18 31:90110, 1,11 ,7/V111„„ 100 hrs prior 20 112108 411018 1.43 IM111'",1, 100 1113 1„,7i01 120 4/24110 5/9113 1.49 mivrt.„, 190 hrs prior 20 5722/18 51310 a i ,42 WTI 100, hrs prior 20 5122118 0440 8 i .4o mi)H 20 6/20110 '712110 111.10 1014,11„,„„ 12 hrri prior 20 11/2408 01,1700 142 MV'TI, :510 hrs prior .20 ,9729108 "1045718, 11,24 I7/11/-11, 1102191$ pnor 20 "1/25013 1045/ la 1.,,30 ANVIL 100 nrst pint) r 20 1012308 11220 0 1111:30 7Y11,„„ 210 tirs prior 20 121111* 12,21718 '1,213 21i111I3„ 109 'Ors ivio r 20 1122719 215719 1,49 WTI 180 tits prior 2 2/2151 19 31009 1 ;25, mv11. 150 nrs prior 20 3129119 4009 '115 WTI, '100 tirs prior 20 412309 87100 115 21471. 140 hrs prior 20 412709 :5117719 1,20 MOH 20 51,21,10 $1,20/19 1,21 wit, 1 0.0 tins prior /0141 409 01.00 2.00 ....„ „ , , , 1,1111,11111111111111111111111111.1.111,..1.1.11. NO3 Well 17 4 , 17/ 11,111.1.1. " NO3 -WeII2O 10,00 - !kW 41,00 2,00 11, 01-0 . . tel tt, till eth: :19 7 ''',,,,i ,,, 1,.., 17 ' 11' Zir 1 1 g1f VOA! 1',;?lt 20 1,100,00,0 13/111/17/4 04411, . Minnesota Valley Tosti,nq Laboratorien = Mionesots Dopartweat of HRaloh TcM Twfo Crty Watoo Clinic POO 13 0E1 Awl Nabs wit Page 448 of 617 .prouttit tho 31ollh lel tep / fot ono, woof( 06811 ,,, Stiakopeo public U1011009 Cernmisside Wale r Doped Me 111, IN11117110, R,51,1115 Repotted In mg,IL 941910150, Rio 611111, Location Collect: d Re coly7 Ree011": 1,„,ab, Run "Time 21 110117 or2 pie 17,3„20 MbH 144 193 prior 211 15017 7,727717 510 MOH 21 0727717 '7017 3„40, 1M,Vit, 106 hoi Pilaf 21 "772071'7 oil/ 1,7 6,00 MV111, 144193 flifielf 21 8/2771! '7 072047 410 MVTL. 102 lira Pillar 21 07107(7 107201 1 l' 4.00 911"1,1" 21 910717 1904117 4,20 MiVTL 108 tirs pr, ot 21 10124/11 11.117/17 3.151 1311V11,„ 106 8,73 ;snot' 21 11120/17 12111071 310 MVT 100 0,1s oior 21 I 27207$ 7 90/19 31,58 IMVIL.„ 188 tiro poor 21 12/20717 ,2720718 3„40 MOH 21 113718 2120710 ,149 MVIL, 100 03 071,07 21 212771, 8 17971,8 206 ,4I211„, 105 tiro prior 21 ',1127 /18 Of 0110 3,20 ,MVIL,„ 108193 soot 21 '3127718 0/31,r1,6 ,1,,,20 MC.14 21 412470 070118 140 Witt 108 POI prior 21 5127'2J111 5/31/10 3,30 NIVIL 1100 lira priar 21 572,2718 0,7191,08 320 MOH 21 01201111 '70/18, ,3„0? 'MVti,.., '2,30119.,,3 $910,t 21 8,128,718 811711$ 210 ,liii10l1 21 7/24110 ,8111/111, 3,,,150 411/T1m 576, hrs prior 21 8/211/18 1011500 ,314 8/1/1"1,„ 188 fir,a prior 21 31,511 a 10715718 146 MVTI...„ 216 078 pirlOf 211 91215118 tan 040, 140 MOH 21 1013118 111711S ,140 MAITL 188 hra prior: 21 1112110 1215100 2,13 141211 102 hra prior 21 12/11,00 12121710, 120 WTI 1011 hrs prior 21 12111110 111409 3.10 Ilaiblot 2'11 1,1118/19 mei tg, 11.60 wirt1 (IN Offs pnor 2',1 2920110 37009 2,13 MVIL 100193 pew 21 310119 411119 2,02 Witt 108 hts Joao 21 4,21,3t19 60 7 t 9 ,2,31 447111 108 hts prior 21 4,23119 ,5117119, 2,10 141011 21 011119 5129119 :2.12 411/11„,, 188 hit prior Corniainod Discharge ,„„ Viielis &MD 0201 1/14/17"3,123117 "3„11 M10711 108 ho prior CO 11 4111/11 1111117 311 ImviL 12o hrs poor 0201 07007 5725/17 lig 1I".211„212 hilt prOT CD 1 '075/11 0728717 2,80 MOH 168 lye prior CO 1 1113/17 5/29117 1,03 9I1111, 160, hIl PrOr 0201 '71I If I T '7120117 3„12 1I01911, :101,1 tea prior CD 1 878117 004,17 100 WTI 108 hrs prior CD '1 017207 0726,711 1,„123 mvi, loo, hfli prior CO 1 10110,117 101,20717 108 WTI., 100, sts pool CD1 11114111 11121117 3:16 NWT L. 188,194: ppor CO 1 12712717 1 z ay "I '7 310 WTI 1010, lins prior C131,1 1,10118 1/10118 3„2,1 71,,,,11'1,,, log 14$ 0100( 001 .2713110 2120710 3,18 M,IVIL 168„ lirs prior 02O1 31t3/18 1)70410 242 Wilt '150 his prior CO 1 5111,110, 0,31710 230 MVIL 1974,liss prior CD 1 811900 0128110 3„0,5 fal,VIL 188, PO pri 0,,,, 0201 011911 0 7110110 200 001011' CO 'I '7710118 17118710 2,40 lii1VIL 2,41 Ilra prior i0201 01141110, 8129110 2.59 meld. 150 073 pro( COI g711,10, 1045/10 228 MVIL, 188 lira prior CO 1 1010118 10115,48 3,00 MV11,„ UM P1,11,1or1Dr 0O1 111113?1,0 1 029/10 3,80 Wirril,,,, 111 tillii priOr ,01:1 '1 12127/10 1714119 3,03, MIIII. ISA 193, mot 0201 11/11119 1114110 3.10 6/1971,„ 'RA 1173 prior CO 1 212719 2122710 3.10 747/1'L, '10003 otioT CD1 3/12119 !1/1W1 '0 3.07 MVTE., 188 hr:Iprior 0O1 411111 'LI 4116/19 3.13, 1V0111.., 168 lirs poor CO '1 419110 ,51111/119 3,10 MOH CO 1 5114119 512109 3.09 1Mi,411,111. 188 les prior colt 611 11111 13121,09 3.317 lid'yrtl., 168 tw'lphor 0209100130 0189119799 y0491 0202 011012015 02612015 1,1211 0202 8/40118 040/2015 0202 9/1812015 0/2212015 CD 2 107072015 1011412015 0202 1 212212010 121309101.5 0202 17.512016 11,13,2015, CO 2 272372016 „21201018, CD. ,2 312272010 3112812910 CD 2 0212010 4119120113 CO 2 ,0110,2118 CO 2, 5111/20118 ,012112018 13,77 0202 '771272010 20812010 013 0202 1011 112,111 11111712,013 1181 CD 2 111872016 111117,1201,11 0,11 170 2 171072017 1120,2017 1192 0202 411 11201 7 411772017 006 CD 2 67872017 07287201 "7 0,86 0202 1072010 771072018 007 0202 4/1872,016 571/010 010 1,35 1,15 1,25 1,03 1,00 1,03 0,90 1.01 014 12,-13-14 MVIL 121 tits prilto Met.., 108 Ns, prior MVTL 144,111Ira prloir NIV1.71,, '210 lira prior 74111 i, 189 110 8/1W1 'MVIL. :192 h ra prior firIVIL 208 ars prior win, 704 prior mvn 12o tirt plat ticiiVTL 185 hrs, prior MOH 8/'7(11'170193 Oar MIT L: "108, hrs, Os r 11138 OM polo r Will 1210 Ors prior 747171 144 04 prior MOH 144 Ore, prior 8/01-1 528 ,hrs prior 10011 105 brs ptiol NO3 Weil 21 10,00 00 6,00 4.110 77 , Mu, ,tifr•/74 1.11..111.11,11MMMI.111,1M111111.1111111 111 M.M . NO3 - CD1 79 10) 1„0.„1,0 ,0140(1, 6,00 4H, 4.00 „„„ -„,„,„„- • ,„ ,,,„,„„„„„„,„- "• ••"••"„,-„„,„,„„-„,„,„„, ,1,100 73, 10' ' INSIAMWItimum 7. 7)7 pi" oi NO3 - CD2 (12, 13, 14) 1)101/ 6,1)0 4,,013 .11,1111111111111111111111,111M. ' arld 1 5/11601115 6,01,1112111S r41'71)4,19817 ,memmmm 61,16,12,1118 "i"i, 1,417311 1121 limo' 11;10,111: 117/ 1/7171777 (CDT) iI47,7TL - MAhneseit,a, 7/1i7ill.eV Testing Labororirrei . 1911111080ta Depattment qf Me,1171 T CNC - TO n CA t y !Pa ter Ci thic ROO 7 01 7 Page 449 of 617 Run Woe ill represent the, well 60'00 irt Stop t for one W9 0511h8/) CL V) 1 Ct. 0 0 r-i 4- 0 aJ •.... Tu bO 0 4- CU 4" VI >. sa bll c c c Lfl.2 a) 76 4.J biD _c '141 E 0 11 • .... CU J) c 0 in a) cp> 0 ct. ca. nv) 0 0 rn 00 4- 0 4... a) 0 0 CU CD -0 :1'1= -0 a) uonliqpIsia o Jalem papuale a) = c -.E 4:2 - 0 .4.72 w E 4.. -la CU a) v) &... bL CU C vi >,- 0 -0 = c.) "c 0:3 0) c - 2 o E co JD 4J = = o. o 0 .1::) 4-, 4- .E: co 0 cu 4-' 0 d) v) — +a CL = 10 0 *a. a) E ..c ..c CL co E 0 4-, V) = INIMM = CI. OA Tv' a) c w ..... 0 ma to c a) -0 c a) E T. 1300 GPM Below Detection Page 450 of 617 Page 451 of 617 II' 11111111 IIIIII 111111111 Page 452 of 617 Page 453 of 617 luilding a Be°ter World for AID of TO: FROM: DATE: Shakopee Public Utilities Chad T. Katzenberger August 19, 2019 RE: Jackson Township AUAR — Water System Demand Projections SEH No. SHPUC 140940 14.00 MEMORANDUM BACKGROUND This memo provides an estimate of projected water use for the land area to be developed in the identified AUAR Study area. Land use projections and study area information was provided by the City of Shakopee and SRF Consulting Group in August of 2019. Additional, per capita water use figures developed as part of SPUC's 2018 Compressive water plan were utilized for residential water use projections. The land use areas contained in the AUAR are broken down into seven sub -districts and represent anticipated development through the year 2040. The demand projections presented in this memo represent the expected Average Daily and Maximum Daily municipal water demand potential for the AUAR study area. PROPOSED LAND USE & DEMAND PROJETIONS A breakdown of projected land use for the AUAR study area was provided by the City of Shakopee, included in attachment A. This information includes land use development characteristics, developable acreage and other applicable information such as commercial building square footage. This information was then applied to the water use projection calculations provided in Attachment B. PROJECTED WATER SYSTEM DEMAND Results of the land used base water demand projections are presented in Attachment B. The time at which this expected development occurs will be strongly dependent on market forces. These water use projections are based on anticipated land use and help to understand the total ultimate water system needs, independent of time. Assuming total build out of the AUAR study area, the study area has a projected Average Daily Demand of 1.2 MGD (Million Gallons per Day) and a Maximum Daily Demand of 3.4 MGD SUMMARY The information documented above provides for a reasonable estimate of future water system demands. These demands can be updated further as additional development information is available. ctk Attachment c: Miles Jensen, SEH s:\pt\s\shpuc\140940\4-prelim-dsgn-rpts\_reports\_2019 comp water plan update\auar water use\m-2019 auar water use esimate.docx Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 SEH is 100% employee -owned I sehinc.com I 651.490.2000 I 800.325.2055 I 888.908.8166 fax Page 454 of 617 wu A 0 410ittiZt'„. Nh 111 "d 6� ll Ilmoi�lY I�� AISNEA, ill fir t\‘ 1 lllllllllllllllllllllllllllllllm per rwly lvm' ir /y '14 t ii�� /! '/s ��' rV�'1 1 ul 1ouul lllllllllllll1l""01 Jrr..al a 1144 4/, dl I ,r 1tJJ! u� JP' %i mlllllllllll 77 ' 0 Page 455 of 617 Attachment A Jackson Township AUAR Development Area Sub Area 2040 Land Use Acres Res. Units (EA) N'Hood Retail (SF) HWY Retail (SF) Office (SF) W-house (SF) Mfg. (SF) A Mixed Residential 22 91 81,991 A Mixed Use Center 38 594,646 84,091 A Mixed Use Employment Center 25 31 41,706 159,240 90,994 90,994 A Suburban Edge Residential 0 A Suburban Residential 67 161 B Mixed Residential 47 165 219,195 B Mixed Use Center 45 691,370 97,769 B Mixed Use Employment Center 214 257 350,955 1,340,008 765,719 765,719 B Suburban Edge Residential 0 B Suburban Residential 0 C Mixed Residential 18 64 83486 C Mixed Use Center 0 C Mixed Use Employment Center 0 C Suburban Edge Residential 300 120 C Suburban Residential 166 266 D Mixed Residential 0 D Mixed Use Center 34 523,795 74,072 D Mixed Use Employment Center 247 212,672 1,353,369 1,082,695 1,082,695 D Suburban Edge Residential 0 D Suburban Residential 57 230 E Mixed Residential 3 11 15007 E Mixed Use Center 0 E Mixed Use Employment Center 0 E Suburban Edge Residential 14 6 E Suburban Residential 48 96 F Mixed Residential 0 F Mixed Use Center 0 F Mixed Use Employment Center 0 F Suburban Edge Residential 0 F Suburban Residential 0 G Mixed Residential 0 G Mixed Use Center 10 156 112,122 G Mixed Use Employment Center 0 G Suburban Edge Residential 0 G Suburban Residential 10 28 Data provided by the City of Shakopee 8/6/2019 Page 456 of 617 Attachment B Future Water Supply Needs - AUAR Area Sub Area 2040 Land Use Acres Res. Units (EA) N'Hood Retail (SF) HWY Retail (SF) Office (SF) W-house (SF) Mfg. (SF) Avg. Day Demand (gpd) A Mixed Residential 22 91 81,991 31,827 A Mixed Use Center 38 594,646 84,091 62,421 A Mixed Use Employment Center 25 31 41,706 159,240 90,994 90,994 37,821 A Suburban Residential 67 161 43,277 B Mixed Residential 47 165 219,195 64,044 B Mixed Use Center 45 691,370 97,769 72,574 B Mixed Use Employment Center 214 257 350,955 1,340,008 765,719 765,719 317,227 C Mixed Residential 18 64 83486 24,703 C Suburban Edge Residential 300 120 32,256 C Suburban Residential 166 266 71,501 D Mixed Use Center 34 523,795 74,072 54,984 D Mixed Use Employment Center 247 212,672 1,353,369 1,082,695 1,082,695 267,452 D Suburban Residential 57 230 61,824 E Mixed Residential 3 11 15007 4,305 E Suburban Edge Residential 14 6 1,613 E Suburban Residential 48 96 25,805 G Mixed Use Center 10 156 112,122 52,005 G Suburban Residential 10 28 7,526 Totals 1,682 399,679 2,527,266 3,108,549 1,939,408 1,939,408 1,230,000 *Maximum Day Demand (2.77 Multiplier) 3,410,000 Demand Assumptions **Persons per housing unit 3.2 persons *Residential per capita AD water use 84 gpc/d Retail water Use 0.090 gpd/sf Office Water Use 0.107 gpd/sf Warehouse 0.039 gpd/sf Manufacturing 0.056 gpd/sf *Based on SPUC 2012 Historical Data (dry year) **Figure provided by City of Shakopee Non -Residential Water Use Figures Estimated from Met Council SAC City Determination Worksheet Page 457 of 617 lllllld1111II111II II Page 458 of 617 Page 459 of 617 Table C-2 Supply Capacity into Normal Zone Well Name Pressure Zone Unique Well q Number Normal Operational Capacity p y (gpm) Allowed Pumping Time per p Day (Hours) Dail y Capacity (MGD) Well No.2 Normal 206803 300 24 0.43 Well No.3 Normal 205978 Emergency Well No.4 Normal 206854 716 24 1.03 Well No.5 Normal 206855 850 24 1.22 Well No.6 Normal 180922 1,175 24 1.69 WeII No.7 Normal 415975 1,100 24 1.58 Well No.8 Normal 500657 1,100 24 1.58 WeII No.9 Normal 554214 1,050 24 1.51 WeII No.10 Normal 578948 1,125 24 1.62 WeII No.11 Normal 611084 1,000 24 1.44 WeII No.15 Normal 694921 1,150 24 1.66 Well No.16 Normal 731139 1,450 24 2.09 Well No.17 Normal 731140 1,400 24 2.02 Total 12,416 -- 17.88 Highest Yielding Well (Well No. 16) 2.09 Firm Capacity (Minus Well No. 16) 15.79 Table Notes: Source: City Records Page 460 of 617 Table C-1 Pumping Capacity & Storage Analysis for Entire System Design Demand Year Pumping Capacity Analysis 2020 2030 2040 Maximum Day Demand (mgd)1 19.6 22.6 25.0 Average Day Demand 7.1 8.1 9.0 20.3 20.3 20.3 Recommended Storage Volume Maximum Day Equalization Volume (gallons)4 Fire Protection Volume (gallons)5 Reserve Volume (1/2 of Average Day) Recommended Total Volume (gallons) 2,940,000 3,390,000 3,750,000 630,000 630,000 630,000 3,542,000 4,075,000 4,516,000 7,112, 000 8,095,000 8,896,000 Existing Storage & Pumping Volume Surplus Firm Pump Volume (gallons)7 90,000 (280,000) (590,000) Tank 1 1,000,000 1,000,000 1,000,000 Tank 2 250, 000 250, 000 250, 000 Tank 3 1,500 000 1,500 000 1, 500, 000 Tank 4 500, 000 500, 000 500, 000 Tank 5 2,000 000 2,000 000 2, 000, 000 Tank 6 2,000 000 2,000 000 2, 000, 000 Tank 7 2,000 000 2,000 000 2, 000, 000 Total Existing Volume Available (gallons) 9,250,000 9,250,000 9,250,000 Water Storage Mass Balance 2,138,000 1,155,000 354,000 Additional Storage None None None Recommended (gallons) 1. Additional firm pumping capacity may be recommended if the maximum day demand exceeds the existing firm pumping capacity. 2. Maximum Day Equalization Volume is the projected maximum volume depletion during the peak hours of the maximum day assuming the pumping rate into the service zone is equal to the maximum day demand rate. Typical residential dirunal curves were assumed with a peaking factor of 1.65. 3. Fire Protection storage was calcuated based on one fire of 3,500 gpm for 3 hours. 4. Reserve Volume is recommended to provide supply in event of a power outage 5. Surplus Firm Pump Volume is the difference between maximum day demand and Firm Pumping Capacity which is available to supplement fire protection for 3 hours. S:\PT\S\shpuc114094014-prelim-dsgn-rptsl_Reports12019 Comp Water Plan Update\[2019 Supply & Storag.xlsx]C-1 TStorage Page 461 of 617 Table C-3 Supply & Storage Analysis for Main Zone Dependencies Design Demand Year Pumping Capacity Analysis 2020 2030 2040 Maximum Day Demand (mgd)1 13.86 14.87 15.60 Average Day Demand (mgd) 5.00 5.37 5.63 Existing Firm Supply Capacity (mgd)2 15.79 15.79 15.79 Firm Supply and/or Interzone Transfer Capacity Mass 1.93 0.92 0.19 Balance (mgd)3 Recommended Storage Volume Maximum Day Equalization Volume (gallons)4 Reserve Storage (1/2 AD) Fire Protection Volume (gallons)5 Preliminary Recommended Total Volume (gallons) Existing Storage & Pumping Volume Surplus Firm Pump Volume (gallons)7 Tank 1 Tank 2 Tank 3 Tank 5 Tank 6 Total Existing Volume Available (gallons) Storage or Pumping Volume Mass Balance (gallons)3 Additional Storage Recommended (gallons) 2,080,000 2,230,000 2,340,000 2,502,000 2,685,000 2,816,000 630,000 630,000 630,000 5,212,000 5,545,000 5,786,000 240,000 1,000 000 250,000 1,500 000 2,000 000 2,000 000 6,750,000 110, 000 1,000,000 250,000 1,500 000 2,000 000 2,000 000 6,750,000 20, 000 1,000,000 250, 000 1,500 000 2,000 000 2,000 000 6,750,000 1,538,000 1,205,000 964,000 None None None 1. Includes Normal Zone and East Zone 2. See Table 5-1 3. A positive value represents a surplus. A negative valve represents a deficiency. 4. Maximum Day Equalization Volume is the projected maximum volume depletion during the peak hours of the maximum day assuming the pumping rate into the service zone is equal to the maximum day demand rate. Typical residential diurnal curves were assumed with a peaking factor of 1.65. 5. Fire Protection storage was calculated based on one fire of 3,500 gpm for 3 hours. 6. Surplus Firm Pump Volume is the difference between maximum day demand and Firm Pumping Capacity which is available to supplement fire protection for 3 hours. S:\PT\S\shpuc\140940\4-prelim-dsgn-rpts\_Reports\_2019 Comp Water Plan Update\[2019 Supply & Storag.xlsx]C-3 MStg Page 462 of 617 Table C-4 Supply Capacity into First High Zone Well/Supply Name Unique Well Number Normal Operational Capacity p y (gpm) Allowed Pumping Time per p Day (Hours) Daily Capacity (MGD) WeII No.12 626775 810 24 1.17 WeII No.13 674456 1,036 24 1.49 Well No.14 694904 381 24 0.55 WeII No.20 722624 1,142 24 1.64 WeII No.21 722625 1,175 24 1.69 Total 4,544 -- 6.54 Highest Yielding Well (Well No. 21) 1.69 Firm Capacity (Minus Well No. 21) 4.85 Table Notes: Source: City Records Page 463 of 617 Table C-5 Supply & Storage Analysis for 1st High Zone Dependencies Design Demand Year Pumping Capacity Analysis 2020 2030 2040 Maximum Day Demand (mgd)1 4.67 Average Day Demand (mgd) 1.69 Existing Firm Supply Capacity (mgd)2 4.85 Firm Supply and/or Interzone Transfer Capacity Mass 0.18 Balance (mgd)3 Recommended Storage Volume Maximum Day Equalization Volume (gallons)4 Reserve Storage (1/2 AD) Fire Protection Volume (gallons)5 Recommended Total Volume (gallons) Existing Storage & Pumping Volume Surplus Firm Pump Volume (gallons)6 Tank 4 Tank 7 Total Existing Volume Available (gallons) Storage or Pumping Volume Mass Balance (gallons)3 5.29 1.91 4.85 -0.43 5.79 2.09 4.85 -0.93 700,000 790,000 870,000 843,000 954,000 1,044,000 630,000 630,000 630,000 2,153, 000 2,374,000 2,544,000 20,000 (50,000) (120,000) 500,000 500,000 500,000 2,000,000 2,000,000 2,000,000 2,500,000 2,500,000 2,500,000 347,000 126,000 -44,000 1. Includes First High and both Second High Zones. 2. See Table 5-1. 3. A positive value represents a surplus. A negative valve represents a deficiency. 4. Maximum Day Equalization Volume is the projected maximum volume depletion during the peak hours of the maximum day assuming the pumping rate into the service zone is equal to the maximum day demand rate. Typical residential diurnal curves were assumed with a peaking factor of 1.65. 5. Fire Protection storage was calculated based on one fire of 3,500 gpm for 3 hours. 6. Surplus Firm Pump Volume is the difference between maximum day demand and Firm Pumping Capacity which is available to supplement fire protection for 3 hours. S:\PT\S\shpuc\140940\4-prelim-dsgn-rpts\_Reports\_2019 Comp Water Plan Update\[2019 Supply & Storag.xlsx]C-5 1 stHStg Page 464 of 617 Table C-6 Pumping Capacity into 2nd High Central Zone p Name Normal Oerational p Capacity (gpm) Daily Capacity (MGD) ( ) Valley Creek 1 1,000 1.44 Valley Creek 2 1,000 1.44 Total 2,000 2.88 Largest Pump 1.44 Firm Capacity (Largest Pump) 1.44 Table Notes: Shakopee does not have any water treatment. Source: City Records Page 465 of 617 Table C-7 Supply & Storage Analysis for 2nd High Central Zone Design Demand Year Pumping Capacity Analysis 2020 2030 2040 Maximum Day Demand (mgd)1 0.25 0.38 0.50 Average Day Demand (mgd) 0.09 0.14 0.18 Existing Firm Supply Capacity (mgd)2 1.44 1.44 1.44 Firm Supply and/or Interzone Transfer Capacity Mass 1.19 1.06 0.94 Balance (mgd)3 Recommended Storage Volume Maximum Day Equalization Volume (gallons)4 Reserve Storage (1/2 AD) Fire Protection Volume (gallons)5 Recommended Total Volume (gallons) Existing Storage & Pumping Volume Surplus Firm Pump Volume (gallons)6 No Storage 40,000 60,000 70,000 44,000 68,000 90,000 300,000 300,000 300,000 234,000 298,000 340,000 150,000 130,000 120,000 Total Existing Volume Available (gallons) Storage or Pumping Volume Mass Balance (gallons)3 0 0 0 -234,000 -298,000 -340,000 1. See Table 4-6 2. See Table 5-1. 3. A positive value represents a surplus. A negative valve represents a deficiency. 4. Maximum Day Equalization Volume is the projected maximum volume depletion during the peak hours of the maximum day assuming the pumping rate into the service zone is equal to the maximum day demand rate. Typical residential diurnal curves were assumed with a peaking factor of 1.65. 5. Fire Protection storage was calculated based on one fire of 2,500 gpm for 2 hours. 6. Surplus Firm Pump Volume is the difference between maximum day demand and Firm Pumping Capacity which is available to supplement fire protection for 3 hours. S:\PT\S\shpuc\140940\4-prelim-dsgn-rpts\_Reports\_2019 Comp Water Plan Update\[2019 Supply & Storag.xlsx]C-7 2ndHCStg Page 466 of 617 Table C-8 Pumping Capacity into 2nd High West Zone p Name Normal Oerational p Capacity (gpm) Daily Capacity (MGD) ( ) Windermere 1 1,000 1.44 Windermere 2 1,000 1.44 Total 2,000 2.88 Largest Pump 1.44 Firm Capacity (Largest Pump) 1.44 Table Notes: Source: City Records Page 467 of 617 Table C-9 Supply & Storage Analysis for 2nd High West Zone Design Demand Year Pumping Capacity Analysis 2020 2030 2040 Maximum Day Demand (mgd)1 0.75 1.85 2.87 Average Day Demand (mgd) 0.27 0.67 1.03 Existing Firm Supply Capacity (mgd)2 1.44 1.44 4.32 Firm Supply and/or Interzone Transfer Capacity Mass 0.69 -0.41 1.45 Balance (mgd)3 Recommended Storage Volume Maximum Day Equalization Volume (gallons)4 Reserve Storage (1/2 AD) Fire Protection Volume (gallons)5 Recommended Total Volume (gallons) Existing Storage & Pumping Volume Surplus Firm Pump Volume (gallons)6 No Storage 110,000 280,000 430,000 134,000 334, 000 517,000 300,000 300,000 300,000 454,000 914,000 1,065,000 90,000 (51,000) 182,000 Total Existing Volume Available (gallons) Storage or Pumping Volume Mass Balance (gallons)3 0 0 0 -454,000 -914,000 -1,065,000 1. See Table 4-6 2. Assumes addition of booster stations and supply wells 3. A positive value represents a surplus. A negative valve represents a deficiency. 4. Maximum Day Equalization Volume is the projected maximum volume depletion during the peak hours of the maximum day assuming the pumping rate into the service zone is equal to the maximum day demand rate. Typical residential diurnal curves were assumed with a peaking factor of 1.65. 5. Fire Protection storage was calculated based on one fire of 2,500 gpm for 2 hours. 6. Surplus Firm Pump Volume is the difference between maximum day demand and Firm Pumping Capacity which is available to supplement fire protection for 3 hours. S:\PT\S\shpuc\140940\4-prelim-dsgn-rpts\_Reports\_2019 Comp Water Plan Update\[2019 Supply & Storag.xlsx]C-9 2ndHWStg Page 468 of 617 Table C-10 Supply & Storage Analysis for 2nd High West + Central Zones Design Demand Year Pumping Capacity Analysis 2020 2030 2040 Maximum Day Demand (mgd)1 0.99 2.23 3.36 Average Day Demand (mgd) 0.36 0.80 1.21 Existing Firm Supply Capacity (mgd)2 1.44 2.88 5.76 Firm Supply and/or Interzone Transfer Capacity Mass 0.45 0.65 2.40 Balance (mgd)3 Recommended Storage Volume Maximum Day Equalization Volume (gallons)4 Reserve Storage (1/2 AD) Fire Protection Volume (gallons)5 Recommended Total Volume (gallons) Existing Storage & Pumping Volume Surplus Firm Pump Volume (gallons)6 No Storage 150,000 330, 000 500,000 179,000 402, 000 607,000 300,000 240, 000 240,000 569,000 891,000 1,048,000 60,000 81,000 299,000 Total Existing Volume Available (gallons) Storage or Pumping Volume Mass Balance (gallons)3 0 0 0 -569,000 -891,000 -1,048,000 1. See Table 4-6 2. Assumes addition of booster stations and supply wells 3. A positive value represents a surplus. A negative valve represents a deficiency. 4. Maximum Day Equalization Volume is the projected maximum volume depletion during the peak hours of the maximum day assuming the pumping rate into the service zone is equal to the maximum day demand rate. Typical residential diurnal curves were assumed with a peaking factor of 1.65. 5. Fire Protection storage was calculated based on one fire of 2,500 gpm for 2 hours. 6. Surplus Firm Pump Volume is the difference between maximum day demand and Firm Pumping Capacity which is available to supplement fire protection for 3 hours. S:\PT\S\shpuc\140940\4-prelim-dsgn-rpts\_Reports\_2019 Comp Water Plan Update\[2019 Supply & Storag.xlsx]C-10 2ndH W+C Stg Page 469 of 617 Table C-11 Pumping Capacity into East Zone p Name Normal Operational Capacity (gpm) Daily Capacity (MGD) ( ) River View 1 1,000 1.44 River View 2 1,000 1.44 Total 2,000 2.88 Largest Pump 1.44 Firm Capacity (Largest Pump) 1.44 Table Notes: Source: City Records Page 470 of 617 Table C-12 Supply & Storage Analysis for East Zone Design Demand Year Pumping Capacity Analysis 2020 2030 2040 Maximum Day Demand (mgd)1 0.22 0.30 0.37 Existing Firm Supply Capacity (mgd)2 1.44 1.44 1.44 Firm Supply and/or Interzone Transfer Capacity Mass 1.22 1.14 1.07 Balance (mgd)3 Recommended Storage Volume Maximum Day Equalization Volume (gallons)4 Fire Protection Volume (gallons)5 Recommended Total Volume (gallons) Existing Storage & Pumping Volume Surplus Firm Pump Volume (gallons)7 No Storage 30,000 50,000 60,000 180,000 180,000 180,000 60,000 90,000 110,000 150,000 140,000 130,000 Total Existing Volume Available (gallons) Storage or Pumping Volume Mass Balance (gallons)3 150,000 140,000 130,000 90,000 50,000 20,000 1. See Table 4-6 2. One pump offline 3. A positive value represents a surplus. A negative valve represents a deficiency. 4. Maximum Day Equalization Volume is the projected maximum volume depletion during the peak hours of the maximum day assuming the pumping rate into the service zone is equal to the maximum day demand rate. Typical residential diurnal curves were assumed with a peaking factor of 1.65. 5. Fire Protection storage was calculated based on one fire of 1,500 gpm for 2 hours. 6. Surplus Firm Pump Volume is the difference between maximum day demand and Firm Pumping Capacity which is available to supplement fire protection for 3 hours. S:\PT\S\shpuc\140940\4-prelim-dsgn-rpts\_Reports\_2019 Comp Water Plan Update\[2019 Supply & Storag.xlsx]C-12 2ndHeastStg Page 471 of 617 Page 472 of 617 Sustainable buildings, sound infrastructure, safe transportation systems, clean water, renewable energy and a balanced environment. Building a Better World for All of Us communicates a companywide commitment to act in the best interests of our clients and the world around us. We're confident in our ability to balance these requirements. 10,100000001.1 Page 473 of 617 ollml11111111 1111111ll`Illlllllli Responses to Comments on the Draft AUAR Document Jackson Township Annexation Area AUAR — Attachments February 2020 Page 474 of 617 c a) E E O V ro C N E c 0 L . 5 c Q) Q) N L a) > C- O c CO to C a) > 0) L 0 0 N N CC v L N C N L 0 a) L o ca P1 0 co c 0) U N a--, c N E 0 _0 a) > 0) co-o c 0 -▪ o -o co NJ CO C Ca 0 a--, (1) .(0 Li- o Ca CC a N D a--, a U CO N 0 rE .� Figure 5 of the AUAR provides a general plan for designated land uses within the Jackson development area. The document shows high in1 development in the TH 169 mixed use corridor and mixed use center designations in planning areas A and D. Higher intensity residential u LE C N Q) c Q) a--+ co i--+ V) C .(0 Q a--+ X }' N ca C v E U 0 -o a) 1— od N -o co rn co 0 a--+ C 0 U 0 C 0 17, 0 a) N L Q) a--, C 0) a--+ C 0 L co c co c U c co m o co Q) L fa to c c co 0 c 73 cu a--, 0) o L 0 o . � L Q) 0 V) C 0 N U Ca a) CD CD 0 0 CO V) 0 U a) s L 0 U a) L C 0 > o 0 . > a) L 0 0 c 0 0 U co U co L a) 0 o an c N 0 0 a--+ o Ca s aA LE N Ca CU strongly disfavor the previously developed medium density residential projects in the TH 169 corridor within the City of Shakopee. The Toy the Jackson development area. This subject must be addressed. Section 17 of the AUAR contains the discussion of stormwater management. This critical element of the AUAR is wholly inadequate. This s fails to provide any analysis of a stormwater management system, fails to consider the potential urbanization that warrant further analysis - • a) L . 5 0 a) L N N . N Ca c co c 0 co E 0 c L 0) -I--, L 4- i CO 0) a--, 0) 0 E 0 Study Area. Critically absent to these identified mitigation efforts are timing and sources of funding for the identified mitigation measures 0 7 L 0 o bp c 0 Ca co Q) L a a--+ C a) E 0 0 a) > a) 0 c 0 0 U co 0) C (n c 0 +_, CO U 0 c CO 0 C 0 U a) O L a) c Table 15 identifies the Intersection Capacity Analysis at critical TH141, CR 48, CR69 and CR 15. Most of these critical intersections are forecasted to operate at levels of services D, E, and F under the "ma build" assumptions. These designations identify congested conditions. Item 30, Summary of Issues: this section needs to discuss Sensitive Resources in particular the cultural resources. There are a number of resources identified within the study area including a burial mound site that will need further coordination. c O efj N U Ca L 0) o co J Water Quality Stormwater 4- 0 CC U 4- CO L U 4- CO L a dl N r-1 a Commenter C 0 V) U CB 0 s 0 i 0 1— c 0 N U Ca 0 s 0 c 0 1— C 0 N U ca 0 LE 0 i 0 i— c 0 o CO 0 LE c 0 1— c 0 o CO 0 LE 0 c 0 1— c 0 0 U CO Q s N i 0 1— a~ a) E E 0 V • co L_ co 0 ca E co Li- vi U L 0 N N L_ -0 • = +' a) c LE +' U co E 73 c d) E 0 . > c a) a) N L_ > co 0) NiCU . E . c . E co -a v) a) CO N SI CO 0 E 0 . (0 a--+ . Fa E 0 CD . CU 0 i 0 CO 0 CO c- n c 0 H 0 v) U co receipt of applications for specific development projects within the Study Area. U 0 O 0 V) E cu +' a)L O L cu d) s .= X CO E -a ca O O N .= O L O O 0 0 L cu 0 0 J CD a--+ 0 .03 CU cm a) 0.0 0 U N 0 cO 0 cm C6 L s H mitigation strategies. al Q > N o s (N a--+ S ) .N - - N N a--+ U >. CO N Q _c E ' * 0 CO 0 CU U i 0 N CD CU 0 0 . N N U co a) co 0 CU d) C co L_ co -o a--+ N s C LE C CU V) a) U L 0 v) 0) co 4) s ( 0 CU "U a) to co c co 0 (0 c 0 0 -o = U c 0 co bA E i a--+ -o 0 V▪ ) a) i 0 —co C CO U a co s 1— For development within the 2040 planning period, the City expects to prepare a comprehensive plan amendment. That amendment shoul explicitly discuss revision to the communitywide forecast and TAZ forecast allocations, and the Council can consider the request. Q m ri% 0 To 0 c 0 a) -a co a) U 0 L 0 _0 a) U 0 CO TO +' 0 c CO . 0 i a) E E 0 ▪ 0 0 0 0 2 cn oi co V) E c m r-I cu . 0 cc cu Q s I— These results far exceed Metropolitan Council's 2040 forecast for this area. The City explains: "For the purposes of the AUAR, the analysis s_ s LE 0) c6 Q D CD LE 0- ) N To O U . E c 0 U d) O . 0 tiA CD N O (0 O N I- .7) O. N U 0 E +' O c U E r Q O O N > -o d) co 73 O U 0 CD N N '4 0 +, -a c a) • • a) +' = (n • 0 co +' The City of Shakopee's 2040 Plan was authorized by the Metropolitan Council on October 23, 2019 and is awaiting final adoption by the Ci Council. As the Draft AUAR mentions, the build -out scenario is consistent with the direction of the 2040 Plan. However, if the City decided reflect the change in land use guiding based on the AUAR. It should be noted that subdistrict A also includes a Mixed -Use Ol CD 00 co c 0 . i V▪ ) la 0 U co a) 0 Ln CO -o O -a O CI)Q O c Q co a) CL -I-1 N O NI 4- .) U d) .c co i co CU . 0 0 CU Q s I— CU c 0 N U LE N U CO N c 0 0 Q 4.) V) C C▪ OLE 00 . > co co CU ID U cn a) L▪ U V▪ ) tn > 0 a) i 0 2 cti CO 2040 Planned Land Use, and it also includes a small Mixed Residential area in the middle. A comprehensive plan amendment to the 2040 I cC Q D Q cu CU cn c0 CIO 00 N CO 0 00 CO U +-+ U a) L 0 CO V) CU d) c C"1 co E capacity in MCES Interceptor 9206. The TAZ allocation of the 2040 forecast was included in the City's 2040 Comprehensive Plan (Plan), finalized in 2019. The eventual develop will affect the TAZ forecast allocation for the area, and potentially citywide forecast. Specifically: A) The AUAR discuses 400% more comm c 0 a-+ u a) V) Q Q Q Q U COCZ Project Magnitude a-1 L- -CO D co te ) a CI) +' to CZ) al Q Q Q N 0) 01 00 r-I Commenter C 0 tn U Ca Q LE 1) c 0 1— C 0 1) U CO Q _ LE c 0 1— c 0 0 U CO Q LE V) c 0 1— c 0 0 U CO Q s v) c 0 1— Met Council Met Council Met Council Met Council Met Council c 0) E E V N U `n a) a)te--+ o) a) C co Q v 0 cu s= Q) cJ) L _ Cl.) O can +_+CU a) -0 a) co O 0) 0 - O +� a) U a) S- C -C 0 0 U N O •5 c -0 CO (0 0- 0 CU z Ci- CU a� 5 U Q }+ 0 CO U L (6 O � N - O -0 U N i i a--+ +-+ V) C O 0 U V) ict (0 N a✓ N a) CU 0 CU U 0 U 0 z 0 CO V) a) a) 0 s cn submitted until between six months and a year prior to actually constructing the well. DNR would use the most up to date legal and geolo information available to assess the application. Water Appropriations (page 3): As a reminder, if population and commercial activity in the annexation area grow, more water would be 0 LE N CU (1) O � O � O •� v c s= 0.0 +J CO0 CU (0 Cam--+ a) a) J (a W z a) a) C O .> 0 W (/ CU W z te--+ a) CO Q E 0 0 Lco CU (a cam/) CO a) L 0 s= a) a) 0 U N co V) (0 Table 4: Table 4 may shows industrial land use in Area D. Area D includes Natural below the table. Table 3: Please include an amendment of your shoreland ordinance, with approval by DNR. The shoreland ordinance will need to be amen because the expansion area includes two Natural Environment Lakes. landscape irrigation, but DNR recommends that the City of Shakopee consider stormwater use as a means of protecting Gifford and Nysse from pollution. volumes that exceed 10,000 gallons per day, or one million gallons per year, for the construction of roadways and their associated storm v facilities in the AUAR. DNR Water Appropriations Permit is needed if construction of new buildings, the installation of utilities, or the grading of the sites require dewatering of ground water and surface water in volumes that exceed 10,000 gallons per day, or one million gallons per year. This include water diversion in the same volumes. E te-+ .- ate) cn 0) CO S- S- 0 cu 0) E s J V) '0 O CO s0 0 a) To *U 0 cu O N N col CO Ci- CU 0 (0 L- V) a) N N z U 0 LE a) s0 0 N CU J CU N N z U 73 0 LE • a) L L U No comment 0 w ate--+ 0 0 a) CU 73 0 co 00 73 a—, v Q O r0 0 cp +-, co co cri L L C a) C O a � � L O + 0 }, C + V) Q) tbA a 7 N a) a � -C cn - CO •U NCU s= CO z a L (1 +_C-+ 0 ate+ N 0 c < 0 'a Q 0) a 4CO U + 0 s (1) a) + N + s a) O + (0 + +a = n 0 i N - c CO .0 a) C _C CO a� -0 � d NCU 0- C Q.) 0 0 s? -0 +� N N 0) Q ate--+ O > 0 vCU a) X a) a) s= a) 5- 0 (0 •� L L (a >� U N a) L_ a e z 4- a + Water Use Water Use 0 Q v v) 0 Permits and Approval Required O Q 1) 0 O Q v 0 a) V) 73 J z Cr) r-I m r-I tD CT) 00 N r-I tD C3) z Q Commenter z 0 z 0 z 0 2 z 0 cc z 0 cc z 0 cc z 0 oc z 0 2 z 0 0 0 U CL 4, a) E E O V Design water flow projections should be included for average daily flow and peak flow. In accordance with Minn. R. 4410.4300, subp. 18 A. an EAW may be required for sewage collection system that increase design average dz flow by 1 million gallons or more. These potential projects should be identified and the need for an EAW mentioned. The locations, the capacity and the capability of the wastewater treatment plant that will serve the area should be discussed. Questions regarding wastewater requirements should be directed to Roberta Getman at 507-206-2629 or Roberta.Getman@state.mn.us The table on page 301-304, under the mitigation should include mitigation for impacted wetlands. Questions regarding wetlands or the 3C Water Quality Certification process should be directed to Jim Brist at 651-757-2245 or Jim.Brist@state.mn.us The Draft AUAR does not identify that the Minnesota River is impaired for turbidity and other construction -related impairments. Because river is listed as impaired, areas that drain to the river will require additional best management practices during construction as required CSW Permit. EL 0 O CC3 _C N 0 >. -I-, Z ate., V) c4= ate.) v CO a--, N 4A cu O -I-1 5- V) C Na) 5- -I-, - CO CO a--+ W CU U _ -0 < co c/) O Q D c _0 N O N z -a a) i..= CO N }' -0 C)0 CUCU ? CU cn LE = F- • < - U v c CO N co N V) C > 5- 0 .Z, c6 CD CD U -I-1 L = E Uto N c� N 5- W CO CD U D i Q V) CO 5- co N - c .o d- W O •E Q 4 J 0N � Q c/) N 0 < -0 U O >. U Q N U Ci- -0 Vi N N N O ID c 0) a--, U = N = a.., a-+ O O Li D N � N N •-C 4, 2 o When making an application for wetland impacts for a proposed project, the applicant needs to include all impacts to surface waters, eve' those waters have been determined to be non -jurisdictional by the USACE. The City is strongly encouraged to incorporate Better Site Design and Green Infrastructure practices into the site design to reduce runoff; constructing narrower streets, infiltration trenches in parking lots, pervious pavements, and other practices found in Minnesota's Stormy; Manual. Questions regarding CSW Permit requirements should be directed to Roberta Getman at 507-206-2629 or Roberta.Getman@state.mn.us W CO 4--, CL CU U U (0 c D vi To ro ro a) a--, 5- 0 N O 2 c6 E cu > co co c O .a) C cc O U c s_ N N •tn � D 01 CU C O c6 00 cU Cll N 0) Q N O N U = 0 N E O V) V) CO N 5- 0 CO 13 of the 19 intersectil c CO v 0 CO U N O -5 0 CIO 0 - O CNI 0 0 CO CO N Q hA (Z) 0 CD N 0 O based on the maximum build out scenario. Mitigation measures were defined for each of the intersections with unacceptable LOS. Interse capacity analysis was rerun with the assumption that the improvements were made and the results indicate that all intersection were ope with an overall acceptable LOS. This City of Shakopee must ensure that the improvements planned are actually implemented to maintain acceptable LOS within the area impacted by development. Questions regarding traffic should be directed to Mehjabeen Raham at 651-75; or Mehjabeen.Rahman@state.mn.us Consider replacing with adopted 2040 County Land Use Plan map c 0 47, u a) Water Quality Wastewater Water Quality Wastewater Water Use c cc Physical Impacts L CU a--, CO 0 Resources U CO IL- 00 r-I CO r-I Commenter Scott County 4, c E E 0 V an environmental review is proposed for this AUAR study are but still remains in Jackson Township and thus under County zoning and plat Table 9 - "multiple activities" should not be a site type "Project Location" - include Scott WMO along the Lower Minn watershed section "Physical Impacts on Water Resources" - include Scott WMO in section describing which watershed districts the study area falls within. CH 73 and CH 77 are potential City collector roadways by 2040. > c O co = U v c E o co - aA v, o E az a) = 0 cu -C • V▪ ) V) CO C O a) U E 4J = CO U - 0 4J -0 v ✓ CC Q L co Q c 3 O 17a -0 a) a, 00 4, C CO O a- , -C a, V) C 73 C o O a ' E ago 0 • OD 4J C o • •� 7 -0 a▪ ) x 73 CO C CO a▪ ) • N 0 = a) a) ' > • o L - o U -C • N 4--+ (▪ - CD a--+ a) co x • U N CU 0 Q 0 Q a-, CO ta.p > C O • CO U Q CD (n H over -predicted from assumptions on a number of factors could change the results. "Water Infrastructure, 1st Paragraph" - consider referencing a map or providing more detail as to where 1st and 2nd high pressures zones • 73 C▪ O 0 The future mitigation needs at the end of the AUAR for only the 2040 model scenario should be used for mitigation purposes. This 20-yeal forecast can always be updated when the AUAR is updated in the future to determine additional intersection mitigation needs. 0 u N Traffic Memo Permits and Approval Required Geologic Hazards Conditions Project Location Physical Impacts S- COCU 4-1 0 Resources Traffic Memo U co Mitigation Plan 00 r-I N LL 00 LL N VD Commenter Scott County Scott County Scott County Scott County Scott County Scott County Scott County Scott County Scott County Scott County Scott County 4, CD E E u Last paragraph of Section 19 - Were other agencies contacted for environmental concern questions? It looks as though only MPCA's "what my neighborhood" was utilized. CH 78 is considered a future principle arterial. Roundabouts are not considered a long term solution for principle arterials. Please note that this comment letter does not address the requirements of Section 106 of the National Historic Preservation Act of 1966 a 36tFR § 800. If this project is considered for federal financial assistance, or requires a federal permit or license, then review and consultati, O +� N C Q U N 0 N O C O >% Ca > o v v 0 -0 ._ /R A 1 _ OD -I-1 CD_ ca = +, = +, a)N +� i O N cn ca _c N a) - 0 0 0 I N a) N + a = a_ - CU v O CD CD c.ri U Ca CL _ O � co 0 N a.., L N E O v a) O U' c6 E U a co ° t �� s_ �, 4) C6 C C6 >, O _O ~ > - CO . - O N v XO O +�1-, c ) 2 �^ }, c N 7.9i c N E N ca 2 — > 4 , 't�A •_cu U N N - a z CO cn • -5 - o 0 0 '� >, > L can) >. O +-+ co C - CO C CU N CO z +�CO N Q CU v N c0 CU CIDt N a) v L= cn - -I-,— — p O +6 CU La COCO CU .— _ > - N w 0 TO N — — Q N p Q>C -C CDC _C ca O U a) •— N O O8 N >� p � >� CO CO - TS _c oN }' '— 2 N v U CUN — — U �• -- CO -I—, p �' Ca 'taA O N — Q C C6 z N p Ca CU E c, O C6 O V CO • i N U O a--+ co 4- i co - tn Q i Ca N p >, N _ c6 -I , n•t N N N -0 a--, f6 N 5-+-+ O CI) _ O a) O CU Q U 0 .� i 0 OA _ .O C CU • i Q O +, CO C CU CU a) - -C CO CZ C p N 0 N CU O ) 0 x iCU (0 CO = N C6 CO i > +-+ -0 O Q a) C a) UCU N LO N a) O O O N O N O— undisturbed portions of the right-of-way. c .O 47, u CU N Geologic Hazards Conditions Traffic Memo a) > •.7) a) V') Resources 4) > F( ) d) V) Resources 4) > •.(7) d) V) Resources U- Commenter Scott County Scott County 0 2 (1) 0 2 N 0 2 V) E , r 3 December 5, 2019 City of Shakopee Mark Noble, Senior Planner 485 Gorman Street Shakopee, MN 55379 RE: Jackson Township AUAR Dear Mr. Noble, The Minnesota Department of Natural Resources (DNR) has reviewed the Draft Alternative Urban Areawide Review (AUAR) for Jackson Township. DNR recognizes that the comment period has passed and apologizes for the late response. DNR appreciates your consideration regarding matters for which the DNR has regulatory responsibility or other interests and offers the following comments. 1. Water Appropriations (page 3): As a reminder, if population and commercial activity in the annexation area grow, more water would be required. If so, the City of Shakopee may need to amend DNR Water Appropriation Permit 1980-6205 to authorize greatly increased use of water. 2. Dewatering (page 4): Large areas of the AUAR area consist of wetlands, which are indicators of shallow ground water levels. As a reminder, a DNR Water Appropriations Permit is needed if construction of new buildings, the installation of utilities, or the grading of the sites requires dewatering of ground water and surface water in volumes that exceed 10,000 gallons per day, or one million gallons per year. This includes water diversion in the same volumes. (page 5) A DNR Water Appropriation Permit will be required for dewatering of groundwater, surface water, and pond water in volumes that exceed 10,000 gallons per day, or one million gallons per year, for the construction of roadways and their associated storm water facilities in the AUAR. 3. Water Use (page 16): The City of Shakopee will need to submit a "Well Construction - Preliminary Assessment" for proposed well #24 to the DNR. The application should be submitted to the DNR using the Minnesota Permitting and Reporting System (MPARS). The application should not be submitted until between six months and a year prior to actually constructing the well. DNR would use the most up to date legal and geologic information availablwe to assess the application. 4. Storm Water Runoff (page 18): A DNR Water Appropriation Permit is not required for the use of water from constructed storm water facilities for landscape irrigation, but DNR recommends that the City of Shakopee consider storm water use as a means of protecting Gifford and Nyssen Lake from pollution. 5. Water Supply: The City of Shakopee would need to construct two dedicated water level observation wells that are completed in the Jordan Aquifer due to concerns over the sustainability of the use of the Jordan Aquifer. Please plan to construct these observation wells at the same time the City of Shakopee Installation No. 24 is constructed. You may contact the DNR for advice on where to locate these water level observation wells. 6. Table 3: Please include an amendment of your shoreland ordinance, with approval by DNR. The shoreland ordinance will need to be amended because the expansion area includes two Natural Environment Lakes. 7. Table 4: Table 4 may shows industrial land use in area D. Area D includes Natural Enviroment (NE) Lakes and areas within 1,000 feet of these lakes are considered shoreland. Industrial Uses are not compatible with NE Lakes Shoreland. Please amend this by noting the issue within or below the table. Minnesota Department of Natural Resources • Ecological and Water Resources '500 Lafayette Road, St. Paul, MN 55155 Page 481 of 617 2 8. Page 10: The official name for basin 70-116 is Strunks Lake. The items are correctly addressed in Item 14, however, it should be made clear that "Nyssens" refers to Strunks Lake. Therefore, in the second paragraph beginning with "Scott County zoning...," please correct the following: Current: "(this would include Nyssens Lake)" Should be: (this would include Nyssens/Strunks, and Gifford Lakes). For questions regarding comments 1-5 or when an appropriations permit would be needed for this project, please contact Joe Richter (DNR appropriations hydrologist, oc iiii liii IIII: for le I110 Il0 US). During permitting review, the DNR may offer additional comments for minimizing impacts. On behalf of the DNR, thank you for consideration of these comments. Sincerely, oftidgitaiok-ow., Cynthia Novak -Krebs Environmental Review Planner Minnesota Department of Natural Resources • Ecological and Water Resources 1200 Warner Road, St. Paul, MN 55106 Page 482 of 617 From: Mark Noble To: Stephanie Fa!kers; Joseph Widing Subject: FW: MnDOT Review #AUAR19-006 Jackson Township Draft AUAR Date: Thursday, November 14, 2019 9:10:47 AM Attachments: image001.png image002.png IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Fyi. I did send a short email response to Cameron. Mark Noble Senior Planner, Planning Division 485 Gorman St., Shakopee MN 55379 (9 5 2) 2 3 3 -9 348 ainsabia_mahmakc2Pee N , ov wShakopee„ /I N . gov APA From: Muhic, P Cameron (DOT) <cameron.muhic@state.mn.us> Sent: Wednesday, November 13, 2019 4:45 PM To: Mark Noble <MNoble@ShakopeeMN.gov> Cc: Shekur, Hailu (DOT) <hailu.shekur@state.mn.us>; Craig, E (DOT) <buck.craig@state.mn.us>; Parzyck, Rebecca (DOT) <rebecca.parzyck@state.mn.us>; Ramic, Almin (DOT) <almin.ramic@state.mn.us>; Langenbach, Diane (DOT) <diane.langenbach@state.mn.us>; Schowalter, Lance (DOT) <lance.schowalter@state.mn.us>; Tompkins, John (DOT) <john.tompkins@state.mn.us>; Dierberger, Jeffrey (DOT)<jeffrey.dierberger@state.mn.us>; Sherman, Tod (DOT) <tod.sherman@state.mn.us>; Kratz, David (DOT) <David.Kratz@state.mn.us>; Elvin, David (DOT) <David.Elvin@state.mn.us>; Wiltgen, Jennifer (DOT) <jennifer.wiltgen@state.mn.us>; russell.owen@metc.state.mn.us Subject: MnDOT Review #AUAR19-006 Jackson Township Draft AUAR Cameron Muhic Senior Planner - Multimodal Planning MnDOT Metro District 651-234-7797 iron „„ u hiii J„ f1 t t t „ m n „. u Page 483 of 617 n� MUNNESOTA POLLUTION CO NT RO n AG E N K.Y smLafayette Road North / St. Paul, Minnesota 55155-4/94 | es/zna*soo 800-657-3864 | Use your preferred relay service | /nfo.pca@state.mnus | Equal Opportunity Employer November 25.,2019 Mark Noble Senior Planner City ofShakopee 485Gorman Street Shakopee, MN 55379 Re: Jackson Township Draft Alternative Urban AreawideReview Dear Mark Noble: Thank you for the opportunity toreview and comment onthe Draft Alternative Urban AreavvkJeReview (AUAR) for the Jackson Township p ject (Project) in the city of Shakopee, Scott County Minnesota. The Project consists of a mixed -use development as planned in the city"s 2030-2040 Comprehensive Plans. Regarding matters for which the Minnesota Pollution Control Agency (MPCA) has regulatory responsibility orother interests, the MPCA staff has the following comments for your consideration. General Comment Please note that the Draft AUAR was completed using an outdated version of the EAW form. Otem 13V * Please note that for the MPCACVVASection 40lWater Quality Certification, the MP[Auses the definition of"Waters ofthe State" as defined inMinn. Stat.ch. ll5.Ol,subd22.todetermine what waters are regulated bythe MPC4.This definition isbroader than the definition of"Waters ofthe U.S."used bythe U.S.Army Corps ofEngineers (U5ACE).Some waters that are not regulated bythe USA[Eare regulated bythe MP[A.When making anapplication for wetland impacts for aproposed project, the applicant needs to include all impacts to all surface waters, even if those waters have been determined tobenon-jurisdictional bythe USACE. * The table on page 301-304., under the mitigation should include mitigation for impacted wetlands. Questions regarding wetlands or the 401 Water Quality Certification process should be directed to Jim BristatGSl'7S7'2245or ~_ ��� • The study area for the new development is bordered by the Minnesota River. The Draft AUAR states that the Cib/sexisting stomnwaterinfrastructure will be extended tOthe new development areas and will also utilize ditches to move stornnvvater and use detention ponds, either new orconverted existing ponds and wetlands. However, itisimportant tonote that the existing wetlands may not be used to treat stormwater unless they have undergone mitigation. Also, the National Pollutant Discharge Elimination System/State Disposal System (NPDES/SDS) General ConstructionStonnweter permit (CSW Permit) requires volume reduction via use of infiltration or other methods, such as water harvest and reuse, to retain the required water quality volume rather than retention ponds that drain stornnvvatertoarea surface waters. Retention ponds should be used only if infiltration is prohibited for one of the reasons specified in the CSW Permit. Testing will be required to determine whether storrnvvatermay beinfiltrated. • The Draft AUARdoes not identify that the Minnesota River isimpaired for turbidity and other construction -related impairments. Because the river islisted asimpaired, areas that drain tothe river will require additional best management practices (BMPs) during construction as required in the CSVVPermit. m The City isstrongly encouraged tnincorporate and Green Infrastrudure, practices .. .......... into the site design to reduce runoff; such as constructing narrower streets, infiltration trenches in Page 484 of 617 Page 2 November 25,2019 parking lots, pervious pavements, and other practices found inMinnesota's StommvvaterManual. Questions regarding CSW Permit requirements should be directed to Roberta Getman at5D7'2O6' 2629 orRot�'rDn'u� Water Wa,stewater �,,Atem18 Design wastewater flow projects shou|dbeinc|udedforaveragedai|yflovvandpeakflovv The total number of each development type and the design flow per unit should be itemized for each sewer district. Table 6 is a good summary of the unit types. If different per unit design flows are used for the same land use type, those should also belisted. |naccordance with Minn. R.44lO,43OO subp.l8 A.anEAVVmay berequired for sewage collection systems that increase design average daily flow by 1 million gallons or more. These potential projects should be identified and the need for an EAW mentioned. The locations., the capacity, and capability of the wastewater treatment plant that will serve the area should be discussed. Questions regarding wastewater requirements should bedirected to Roberta Getman at5O7'2O6'2629 or an@5tateJnm.us~ Trmff ic,(11tem -_, 2 , 11 Traffic forecasts from the 2040 Comprehensive Plan were used in the Regional Travel Demand Model for the traffic analysis. Unacceptable level ofservice /UJS\during peak hours were found (n0ofthe l9 intersections based on2D4Ogrowth forecasts, and 13ofthe lDintersections based onthe maximum build out scenario. Mitigation measures were defined for each ofthe intersections with anunacceptable LOS. Intersection capacity analysis was rerun with the assumption that the improvements were made and the results indicate that all intersections were operating with an overall acceptable LOS. The city of Shakopee must ensure that the improvements planned are actually implemented to maintain acceptable LOS within the area impacted by development. Questions regarding traffic should be directed toMeh'ebeenRahametG5l-757'2l9lor . We appreciate the opportunity to review this Project. Please provide your specific responses to our comments and notice of decision on the need for an Environmental Impact Statement. Please be aware that this letter does not constitute approval bvthe MPCAofany orall elements ofthe Project for the purpose of pending or future permit action(s) by the MPCA. Ultimately, it is the responsibility of the Project proposer to secure any required permits and to comply with any requisite permit conditions. If you have any questions concerning our review of this Draft AUAR, please contact me by email at Ka,ren.kro,(nar@sLa -ron",, or by telephone at 651-757-2508. KarenKronnar Project Manager Environmental Review Unit Resource Management and Assistance Division KK:bt cc: Dan Card, MP[A,St. Paul ]inn Brist, K4PCA, St. Paul Roberta Getman, MPCA,Rochester Dave Sahli, MPCA,St. Paul MeNsbeenRahman,MPCA,St. Paul Suzanne Hanson, MPCA,St. Paul Page 485 of 617 Kutak Rock UP 60 South Sixth Street, Suite 3400, Minneapolis, MN 55402-4018 office 612.334.5000 Timothy J. Keane 612,334.5015 tirnothy.keane@kutakrock,com December 6, 2019 Michael Kerski Planning Director City of Shakopee 485 Gorman Street Shak pee, MN 55379 Re: City of Shakopee Alternative UrbanArea Review (A TAR Jackson Township Comments Dear Micha 1: This letter is to serve as the response ofJackson Township (the Township) to the City of Shakopee Alternative Urban Area Review (AUAR). Thank you for meeting with Township officials on November 15 and for extending the 30-day comment period to December 6, 2019. The City of Shakopee as the responsible g vemmental unit (RGU) has prepared the Jackson T wnship Development Area Draft AUAR for an area within Jackson Towns), p The Jackson Township AUAR was prepared by the City of Shakopee as an alternative envir mental review to consider the impacts for future development in the Jackson Township Study Area. The AUAR is governed by the rules of the Minnesota Environmental Quality Board (1-31) ) and Minnesota ules Part 4410.3610. The draft AUAR considers two development scenarios. The first contemplates a development consistent with the previously adopted 2030 Comprehensive Plan for Scott County. e second is a full build scenario as proposed by the City of Shakopee 2040 Comprehensive Plan Update. This letter is the response to the draft AUAR and official comments on behalf of the Township. Minnesota Rules Part 4410,3610 Subp. 5.B provides guidance for the subject of comments: Comments may address the accuracy and completeness of the information provided in the draft analysis and draft mitigation plan, potential impacts that warrant further analysis, further information that may be required in order to secure permits for specific projects in the future, mitigation measures or procedures necessary to prevent significant environmental impacts within the area when actual development occurs, and the need to analyze additional development scenarios as required by this part. 4835-2325-7518,1 Page 486 of 617 TAK City of Shakopee December 6, 2019 Page 2 1. LAND USE ASSUMPTIONS AND ICATIONS. Figure 5 of the AUAR provides the general plan for designated land uses within the Jackson development area. The document shows high intensity development in the TH 169 mixed use corridor and mixed use center designations in planning areas A and D. Higher intensity residential uses are identified in planning areas B and C in and around the intersection of County oads 69 and 78. The document explains that densities in this area could be as high as 6 to 30 dwelling units per acre. Jackson is previously on record with the city of Shakopee that the Jackson Supervisors strongly disfavor the previously developed medium density residential projects in the TH169 corridor within the City of Shakopee. The Township has previously made clear that the monotonous, cookie cutter, uninspired design of these projects within Shakopee are not acceptable within the Jackson development areas subject must be addressed. 2. STO M WAT R Section 17 of the AUAR co tains the discussion of stormwater management. This critical elei ent of the AUAR is wholly inadequate. This section fails to provide any analysis of a stormwater manageme it system, faits to consider the potential impacts of urbanization that warrant further analysis, and fails to adhere mitigation measures necessary to prevent significant enviro iental impacts in the Study Area. The stormwater analysis of the Study Area should be based upon the latest NOAA Atlas 14 precipitation frequency estimates. The stormwater element of the AUAR is not complete and further information/analysis is required. 3. TRAMP° TATION Table 15 identifies the Intersection Capacity Analysis at critical intersections and locations in the Jackson Development Area along corridors T 141, CR78, CR69 and C 15. Most of these critical intersections are forecast to operate at levels of service D, E and F under the "maximum build" assumptions. These designations identify congested conditions. Table 16. The traffic analysis identifies mitigation measures for recommended roadway improvements to support the development of the AUAR Study Area. Critically absent to these identified rnitigation efforts are timing and sources of funding for the identified mitigation measures. The ALTAR also fails to analyze additional development scenarios as required under the Rules to prevent significant adverse environmental impacts. 4. ENVIORNL ENTAL REVIEW/ANALYSIS The pu lose of an AUAR document is to provide an analysis of the environmental impacts in a proposed development scenario. The level of effort of an AUAR is in between an EAW and EIS. 4835-2325-7518.1 Page 487 of 617 KUTAK City of Shakopee December 6, 2019 Page 3 The prepared document appears to have less information than an EA . Areas that are specifically identified as insufficient include: There is inconsistency within the text portion of the document in providing mitigatio strategies for each of the items. Some items receive a fuli discussion including mitigation while others are identificati sn only. o The transportation section goes into detail on the LOS of intersections for no -build, 2040 & max build, however, other items do not discuss mitigation strategies. • Some items only identify the resources within the study area, similar to an environme tal screening document. Items that are only identified include: geologic hazard & soil conditions (bedrock, geologic hazards, soil conditions, contaminated properties), se sitive resources (cultural resources, farmland, parkland) o Item 30, Summary of issues: this section needs to discuss Sensitive Resources in particular the cultural resources. There are a number of resources identified within the study area including a burial mou d site that will need further coordination. o The document provides a table in the appendices that provides the resource type, summary of impacts, mitigation, and responsible party. his table needs to be updated to minimally include physical impacts to water resources, erosio sedimentation, and sensitive resources. o Any potential resources identified within the study area need to have a discussion of those resources and how the impacts will be resolved or mitigated. he applicant also needs to include if the mitigation will include coordination with any age cies and how they will review the plans. Jackson Township has a strong desire to maintain compatible land uses and minimize the adverse environmental impacts within the Study Area. Consistent with Minnesota Rules 4410.3610 Subp. 5.b, the Township states that they wish to be notified in a timely manner by the RG upon receipt of applications for specific development projects within the Study Area. Sincerely, Turothy J. Ke cc: Andrew udde, PE, Jackson T wn Engineer Rose Menke, Jackson City Clerk Tom Weckma Jackson toard Chair Jackson Town B. ard Supervisors WINIMINNIMM NOMON0101. 48352325-751 NI Page 488 of 617 I In II 1 11111 11 I J11111111110 1,00111 ',00 111111111 vember 26, 2019 rk Nrjble, Senior Planner City of Shakopee 485 Gorman St. Shakopee N 55379 R . Sha R v ( UA 'R !Metropolitan Council Review File No. 22373-1 etropohtan Council District o. 4, Deb Barber Dear Mr oble: • etro ofitan Council staff co pleted its re1e of the Jackson To nship Development Area Draft Alternative Urban Areawide Revie\ (AUAR) to determine its accurcy and completeness ddressing regional concerns. Staff concludes that the AUAR is cornpFete and accurate with respect t regional concerns an does not raise major issues of consistency with Council p Holes. However, staff offers the folio ing comments for your consideration: oi11111 111 ste tr (1":?( er Ja roge,,rjanzig@, etc. state. mn, us) hen interceptor (9206) as constructe n 1995, a cost sharing qgreement was entered into bet een the Metropohtan Council and the City co &in ,,:dditional trunk se er capacity costs for the City. In acc 'rdance with the agreement„ the City must purchase additional capacity in the interceptor, after flows within the interceptor, at Towntine Avenue, re ch 3 cubic feet per second peak flow, or 571,000 gallons per ay (gpd) averaged. The AUAR, reflects the proposed development of an Orderly nnexation Area (OAA) that will tri ger the purchase of additional capacity in MCES Interceptor 9206. 1,1 11, F, I I III III 01,1 I I 1 1 I 1 r csts (Todd Graha 651-602-1322) The MAR, describes 1, J3 housing units and 9.9 MUUon sq. ft. of commercial, industrial, and office floorspace added on a subtotal of 1,364 acres, These results far exceed Jetropotan Councs 2040 forecast for this area, The City explains: For the purposes of the ALJAR, the analysis assumed the full build of each (develop lent scen rio. Therefore, the resulting socio-economic totals utilized within the AUAR are higher than those assumed within the 2030 and 2040 Coilprehensive Plans," A TAZ allocation of the 2040 forecast as include,d in the City's 2040 Compre ensive Plan (Plan), finalized 2019. The eventual Ueveopment will affect the TAZ forecast allocation for this area, and potentially the citywide forecast. Specifically: 0 The AUAR discusses 400% more commercialjndustrial, and officefloorspace (9.7 million sq. ft.) in subarea D (TAZ 2116 and subareas A and B (TAZ 2177) than has previously been discussed. The Cit s earlier T Z forecast ',goo- tion assigns 202 -2040 employment growth of 2081 jobs to these combined subareas (zones). 0 The AUAR discusses 900',/ more housing (747 units) in subarea C (TAZ 21 0) and subareas E and G Z 2176) than has previously been discussed. The 11M 1111111 .1 1 I I 1 1 1 di El Ln' 111111 11 11I11 11111111111111 114111 11111110,11 ,11111111 nn° 0000 111111111111111 1111111111111 01-110010111 „III,' III li0001011111111111111111111111111111 11111111111111111111111111i10111 1110010111111010101010101010101010101010101010101010101010101111111111111111 111! JL11( 1J1 N 0 City's earlier TAZ forecast allocation assigns 2020-2040 households growth of 72 households to these combined subareas (zones). For development within the 2040 planning period, the City expects to prepare a comprehensive plan amendment. That amendment should explicitly discuss revision of the communitywide forecast and TAZ forecast allocations, and the Council can consider the request. Land Use (Raya Esmaeili, 651-602-1616) The City of Shakopee's 2040 Plan was authorized by the Metropolitan Council on October 23, 2019 and is awaiting final adoption by the City Council. As the Draft AUAR mentions, the build -out scenario is consistent with the direction of the 2040 Plan. However, if the City decides to move forward with the No Build scenario, as noted under item 26, a comprehensive plan amendment to the 2040 Plan will be necessary to reflect the change in land use guiding based on the AUAR. The AUAR describes the proposed land uses of each subdistrict on page 9. It should be noted that subdistrict A also includes a Mixed -Use Center area in the City's 2040 Planned Land Use. Moreover, subdistrict E is described as having a thin strip of open space -,-which is not include-d in the 2040 Planned -Lan-d-Use; and it also include-s a small Mixed Residential area in the middle. A comprehensive plan amendment to the 2040 Plan may be necessary to reflect changes in land use guiding based on the AUAR. The Council wilt not take formal action on the AUAR. if you have any questions or need further information, please contact Raya Esmaeili, Principal Reviewer, at 651-602-1616. Sincerely, Angela R. Torres, AICP, Manager Local Planning Assistance CC: Tod Sherman, Development Reviews Coordinator, MnDOT - Metro Division Deb Barber, Metropolitan Council District No. 4 Judy Sventek, Water Resources Manager Raya Esmaeili, Sector Representative/Principal Reviewer/Reviews Coordinator ANsharecf1ComrnDeALPACommunities1ShakopeelLettersShakopee 2019 Jackson Twp Draft AUAR 22373-1.doex Page 490 of 617 tt December 4, 2019 Mark Noble Senior Planner City of Shakopee 485 Gorman Street Shakopee, MN 55379 SCOTT COUNTY PLANNING & RESOURCE MANAGEMENT Planning Department (952)O1 496 8475 � Fax ( 52)6-8496 •Web www.co.scott.mn.us 49 200 FOURTH AVENUE WEST • SHAKOPEE, MN 55379-1220 RE: DRAFT Jackson Township Development Area AUAR Dear Mr. Noble, Thank you for the opportunity to review and comment on the draft Jackson Township Development Area Alternative Urban Areawide Review (AUAR). Staff from Scott County's planning, zoning, highway, environmental health, and parks departments have completed a review of the draft AUAR and provide the following comments: • Page 2, "Project Location" - include Scott WMO along with Lower Minn in watershed section • Page 4, "Water Infrastructure, 1st paragraph" — consider referencing a map or providing more detail as to where 1st and 2nd high pressure zones are located. • Page 7, "Permits and Approval Required" — add Scott County as a permitting unit of government for permits needed to access County roadways. Furthermore, add Scott County as a permitting unit of government (grading, subdivision, rezoning, building permit) if a major project triggering an environmental review is proposed for this AUAR study area but still remains in Jackson Township and thus under County zoning and platting authority. • Page 15, "Physical Impacts on Water Resources" - include Scott WMO in section describing which watershed districts the study area falls within. • Page 16, "Water Use" - Was this projected future water usage modeled to determine impacts to the aquifer? (Including the new impervious areas)? ■ Page 19, "Water Quality -Wastewater, Table 7" - There is no comment on whether or not the existing treatment plant can handle the flow projections. • Page 24, Table 9 —"multiple activities" should not be a site type • Page 27, last paragraph of Section 19 — Were other agencies contacted for environmental concern questions? It looks as though only MPCA's "what's in my neighborhood" was utilized. • Page 28, "Traffic" — should this AUAR include a discussion on the preferred alternative C-2 Corridor in the TH 41 Minnesota River Crossing FEIS completed in 2015 and discuss how future land use decisions in this study area will need to consider how this corridor will be preserved in the Tong -term? ■ Figure 4a, consider replacing with adopted 2040 county land use plan map ■ Figure 6, certain parcels appear to be missing a county zoning designation ■ Page 7 of Transportation Analysis — We agree the CH 69 and chaparral/loth Avenue full accesses are not in conformance with the County's access spacing for Arterial Roadways. However, minimum full access spacing for public streets on Country arterial roads is 1/4 Mile spacing; not 1/8 Mile spacing as mentioned. Page 1 Page 491 of 617 ..00466 SCOTT COUNTY PLANNING & RESOURCE MANAGEMENT Planning Department GOVERNMENT CENTER 114 • 200 FOURTH AVENUE WEST • SHAKOPEE, MN 55379-1220 (952) 496-8475 •Fax (952 496-8496 •Web www.co.scott.mn.us ■ The County appreciates the City's review of a max build -out scenario and showing potential issue areas that could show up over time. However, this planning tool/exercise should not be used in determining mitigation needs at the end of the AUAR document as these mitigations can be over -predicted from assumptions and a number of factors could change the results. • The future mitigation needs at the end of the AUAR for only the 2040 model scenario should be used for mitigation purposes. This 20-year forecast can always be updated when the AUAR is updated in the future to determine additional intersection mitigation needs. • The proposed mitigations for intersection should be Tess specific on the type of intersection needs for implementation. Over time the appropriate solution will be determined on a project or development level basis. The future responsible party should also include developers and the City on road infrastructure needs as these improvements may be development -driven or City requested. ■ CH 73 and CH 77 are potential City collector roadways by 2040. ■ CH 78 is considered a future principal arterial. Roundabouts are not considered a long term solution for principal arterials. • The intersection of CH 15 and CH 16 is currently constructed for future signalization. The proposed AUAR mitigation has a signal or roundabout. A roundabout solution would not be supported at this intersection. If you have any questions about the County's review, please contact me at 952-496-8654 or bdavis©co.scott.mn. us. Sincerely, rad Davis, AICP Planning Manager Cc: Jackson Town Clerk and Board Members (via email) Page 2 Page 492 of 617 11111111111111111 11 IIIIII111111111111hil 11 1 #11 10M ATE HISI December 3, 2019 Mark Noble City of Shakopee 485 Gorman Street Shakopee, MN 55379 IC ESE VATI RE: Jackson Township Draft Alternative Urban Area Review and Mitigation Plan Shakopee, Scott County SHPO Number: 2020-0287 Dear Mr. Noble: Thank you for providing this office with a copy of the Draft AUAR for the Jackson Township Development/Annexation Area. There are several known archaeological sites in the development area, therefore, due to the nature and location of the proposed project, we recommend that a Phase I archaeological survey be completed prior to development activities. The survey must meet the requirements of the Secretary of the Interior's Standards for Identification and Evaluation, and should include an evaluation of National Register eligibility for any properties that are identified. For a list of consultants who have expressed an interest in undertaking such surveys, please visit the website preservationdirectory.mnhs.org, and select "Archaeologists" in the "Search by Specialties" box. We will reconsider the need for survey if the project area can be documented as previously surveyed or disturbed. Any previous survey work must meet contemporary standards. Note: plowed areas and right-of-way are not automatically considered disturbed. Archaeological sites can remain intact beneath the plow zone and in undisturbed portions of the right-of-way. As stated in the AUAR, the Strunk-Nyssen House, which is listed in the National Register of Historic Places (NRHP) and the Strunk-Nyssen Brewery Complex Ruins, which has previously been determined eligible for listing in the NRHP are also located within the development area. Impacts to these historic properties should be avoided by development activities. Please note that this comment letter does not address the requirements of -Section 106 of the National Historic Preservation Act of 1966 and 36 CFR § 800. If this prbject is considered for federal financial assistance, or requires a federal permit or license, then review and consultation with our office will need to be initiated by the lead federal agency. Be advised that comments and recommendations provided by our office for this state -level review may differ from findings and determinations made by the federal agency as part of review and consultation under Section 106. If you have any questions regarding our review of this project, please contact our Environmental Review Program at (651) 201-3285. Sincerely, Sarah J. Beimers Environmental Review Program Manager E S•TA STATE T C Pu ESE •V SlInerburn e Atitr in Oost rat ;on g 2 3 Saint Pau Int on t„„!!" via ". on is hp mons h o ''''")statrn„n. u ti.o...plage,(403.34,6 t:47ER- 10,1 nesoot a 55155 1- 2 2 7 ollml11111111 ffffff.1111lllllli Mitigation Plan Jackson Township Annexation Area AUAR — Attachments February 2020 Page 494 of 617 This Mitigation Plan has been prepared as part of the AUAR for the Jackson Township completed for the City of Shakopee to review the potential comprehensive impacts from the development of the City's Orderly Annexation Area in Jackson Township. The AUAR identified the impacts anticipated to result from the development planned within the Envision Shakopee 2040 Comprehensive Plan. The mitigation plan identifies the steps to be taken by the City and/or other responsible parties to avoid or minimize environmental impacts and to mitigate for unavoidable impacts. This mitigation plan was prepared in accordance with the Minnesota Environmental Quality Board's Environmental Review Program, Minnesota Rules 4410.3610. This plan addresses the mitigation methods to be implemented for impacts that could result from the study area development scenario examined in the AUAR. The AUAR determined that impacts related to traffic, surface water, ecologically sensitive resources, utility infrastructure, and potential environmental hazards could result from the proposed development. The section below summarizes the impacts and the specific mitigation measures to be implemented to avoid, minimize or compensate for these impacts. A table is included that identifies the potential impacts, proposed mitigation efforts, and responsible parties. The responsibility for ensuring the implementation of many of the mitigation methods identified in this plan will lie with the City of Shakopee. In these cases, the City's review and approval of developer's preliminary and final subdivision plans and preliminary and final planned development amendments; land disturbance and erosion control plan and permit reviews; and other approvals required for each phase and component of development will serve as the step where measures to avoid impacts and/or specific mitigation plans and requirements are identified and reviewed. City approval of development plans will be dependent upon reaching agreements with the developer(s) regarding plan elements to reduce environmental impacts, mitigation to be preformed for unavoidable impacts, and financial and regulatory assurances that the mitigation plans will be implemented. In addition, the City will inspect the development as it is constructed, or will, through other means ascertain that the prescribed measures are implemented. However, developers are ultimately responsible for implementing mitigation measures in accordance with plan review and permit requirements. Agencies other than the City of Shakopee also have authority for determining compliance with the regulations within their jurisdiction as part of the approval and permitting requirements. These agencies include, among others: Scott County; Metropolitan Council; Lower Minnesota River Watershed District, Scott Watershed Management Organization; the Minnesota Pollution Control Agency (MPCA); the Minnesota Department of Transportation (MnDOT) and the Minnesota Department of Health. The AUAR Jackson Township Annexation Area Alternative Urban Areawide Review 1 February 2020 Page 495 of 617 and this mitigation plan list permits and approvals required by these and other governmental regulatory agencies. Responsibility for obtaining all required permits and approvals and for providing mitigation required as part of those approvals lies with the developer(s). The following italicized text is from the Environmental Quality Board document, Recommended Content and Format Alternative Urban Areawide Review Documents. Mitigation Plan. The draft and final AUAR documents must include an explicit mitigation plan. It must be understood that the mitigation plan is a commitment by the RGU to prevent potentially significant impacts from occurring from specific projects. It is more than just a list of ways to reduce impacts —it must include information about how the mitigation will be applied and assurance that it will. Otherwise, the AUAR may not be adequate and/or specific projects may lose their exemption from the individual review. The RGU's final action on the AUAR must specifically adopt the mitigation plan; therefore, the plan has a "political" as well as a technical dimension. Based upon the mitigation plan guidelines summarized above, the following table identifies the resource area, anticipated impact, mitigation action, and responsible party. Jackson Township Annexation Area Alternative Urban Areawide Review 2 February 2020 Page 496 of 617 111111111111111111111111111111111111111 ;;llllllllllllllllllllllllllllllllllll Plllllllllllllllllllllllllllllllllll 4+01 Illllllllllllllllllllllllllllllllliiiil 0111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII uuuuuuuuuuuuuuuuuiiii 'rllllllllllllllllllllllllllllllllllllt �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrliil uuuuuuuuuuuuuuuuuuu rlllllllllllllllllllllllllllllllllllll' ='llllllllllllllllllllllllllllllllllll% lll2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ''� lllllllllllllllllllllllllllllllllllll �IIIIIIII llllllllllllllllllllllllllllllllllllb UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! 1. �,� iaaaaaaaaaaaaaaaaaa� rrrlllllp, ') 1.1.1)))))))))))))))))))11, V111111111111111111111111111111111111 di� uuuuuuuuuuuuuuuuuiiij ii,,-;,U1111111111111111111111111111111111!I 11111111111111111111111111111111111111 O Q U O 0 'c0O C < . co Q Q ca .— s Q N CU 0 +, a, > . 0 Q � s o c6 s cO N Q E Li) U < CO • • • Zoning amendments vi cuE 0 N s U O C co co co C O bA 0 s ECU V CU ': 0 O �) Q Q c O a) a--, C al a) _C E0 (1) Q c � � °) o c U o a) hi) (13 a) Q _C C O U co 0_ Q c6 v) U Development Review Q) J • DNR public waters permits will be obt -0 s CI) +J OQ O O o Q 4J O `. O +-+ E (n � O c E co La U . D +-+ Q C O N E Q O Q > DNR public waters c6 4J cu Sensitive Resources • Sensitive Resources v) CU U CO 1- 0- 4-1 a) E b0 co co E a--, CU v) • cu DC (13 CU c 2 cu +-,CU s O O ca a-, LEI O 4-, U MO 0 = i) cO a) Q C 111 C _Ca) c6 a) co a) s O � O U qA O 'CU ) c CU O C U Minnesota River Sensitive Resources • Bluff areas within Subdistrict A should a) 4J a) E C) a) cla a-+ N 4J Q U .- .O cCU U existing bluff areas. Sensitive Resources E cm E &- -I-,O o CO CU v) � -0 _O U 0 c E s +J o +J •c c a) a) a) E c E o +5 o a) a) cu'- N a)) a) cu +J . — +J LL O LL • c • 4- O cu s .CO LE 4J a) CO 4J 0 V) a) C CO c E 2 O a) coa 4-1 U ca L- Q N .E a_' U . CO D 1 CCO CD a-1 _c v)'> 0 .X 4- co v) cov) Q > . O a) i_ a C v) L) c c2 O O C C Q . 1 •— CO a) o o c .cc a c cu ( Q U a) s_ O v) .1_, ca a) c6 (/) U a) CU O E v) O 1- > Q) a) co (/) a) co > ca a� 0 CU c c co U 0 0 U uJ cla a) 4- s LE Recreation Area Sensitive Resources W 0 L Q 4J aa)) E O a, a') co aJ a� a) E 4J s 4J 4J • Proposed development within close proximity of sensitive Native Plant Communities vi a--+ E a) CC) Q) (/) CD cO 0 U resources may occur. Sensitive Resources O ._ O O Q v)Q> s 2 o o o D_ F- • U • • • • • cn • • Proposed development within close proximity to MBS sites may occur. a) > (0 U 0 0 00 v, O c/) a) c c co Sensitive Resources 44101 0111111111111111111111111111111111111111 llllllllllllllllllllllllllllllll����� rYlllllllllllllllllllllllllllllllllllll uuuuuuuuuuuuuuuuuiiii rlllllllllllllllllllllllllllllllllllll' uuuuuuuuuuuuuuuuuuu rlllllllllllllllllllllllllllllllllllll' ='llllllllllllllllllllllllllllllllllll lll2 rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrn'iid 11,11,11,11,11,11,11,11,111, ''� lllllllllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! �IIIIIIII llllllllllllllllllllllllllllllllllllb UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! �,� iaaaaaaaaaaaaaaaaaa� rrrppp!! ') III))))))))))))))))))))), 11111111111111111111111111111111111111 11111111111111111111111111111111111111 i i O CD v) 4A D (1) . — O v Q) fu �O cn q- • CO -0 -a C6 0 co O C _C-0 0 CO C -C3 N .b O O vi O E ca V O CD CO N +� c co O ate-+ 2 Q) +.0 [� '— 0_ O (n Q) - � U '� .> ch N U_ Q) N + , Q) > t�A U �A a O co >' Q) ro v sc O> a--+ cnU Q Q • (a Q • La • s must be report • Tree removal must be avoided within +-, s (1) E 4--, 4--+ co cC 0 cu +-+ 0 U • species survey is required. • Tree removal must avoid the bat pupr 11i co 2 E O co O E cu CO N • Q N O Q >O U N a-+ too a.)E c '- ca O O O L +-, (0 NI— Q) -0 Q) CO 0- CO ci„)Cn 4 ' Q) Q) cn C D O = E s _cCU q- O �' b.o E >. 00 +' c >o cu LE >. a'E Q) •� a) > o E' 0 '- � a--+ Q) N E c E U E m c O _c• U • _a• Construct a 4-Lane Divided Road Construct left -turn lanes at the side-strE Construct a traffic signa Construct a traffic signal or roundabout Construct a southbound left -turn lane a Construct a traffic signal or roundabout Construct a westbound right -turn lane t 0 0 0 0 cu LE (6 O Q) E _O Q) Q) Q) 0 0 Terrace Forest. Required tree removal for infrastructure and development. s_ CU U CO v) O C t�A �CIE O CO a) CO > O -0 Ecu 03 N cu c C L +-, co cc Required tree removal for infrastructure and development. O CU U CO a--+ cn O C t�A �CLE O CO Q.) CO > > C) O -0 ECU co N cU CU L c cu cc cC = O Q § c QCO L_ co +, a) a, c E c = v) D O C 0 > 0 0 LE tIA Q) .� o -0 cb.Q, c0 (a .; +) +-, O CO C Q) —N •— C s_ CO ECUO O ) • V) QCO Q) CO co o '- s v) t1A 75 CO. c 4 • a) 0 E cn (0 L v N Q cp Q '- E 73 c N v) O s -0 O N +' a--+ (a Calcareous Fens Sensitive Resources c CU m Sensitive Resources CO U 0 0 v W N LE Sensitive Resources Q) Q 0 co 0 co Q cr) 47, co co 2 CO U 0 0 U W N LE Sensitive Resources Northern Long -Eared Bat CO U 0 0 U W a) LE Sensitive Resources Rusty Patched Bumble Bee CO U 0 0 U W a) s i.i Sensitive Resources a) aA CO 0 LL MN 41 and Rail CR 78 and Emery Way U co s_ CR 78 and CR 69 U co ri1 44101 0111111111111111111111111111111111111111 llllllllllllllllllllllllllllllll����� rYlllllllllllllllllllllllllllllllllllll uuuuuuuuuuuuuuuuuiiii rllllllllllllllllllllllllllllllllllllt �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr&ii uuuuuuuuuuuuuuuuuuu rlllllllllllllllllllllllllllllllllllll ='llllllllllllllllllllllllllllllllllll lll2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iaaaaaaaaaaaaaaaaaa �IIIIIIII llllllllllllllllllllllllllllllllllllb UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! 1. �,� iaaaaaaaaaaaaaaaaaa� rrrlllllp, ') IIIIII)))))))))) IIIIIIIIIIIIIIII))1)I,, 11111111111111111111111111111111111111 uuuuuuuuuuuuuuuuuuu. Construct a traffic signal or roundabout cu co Construct a southbound right -turn Construct left -turn lanes on all approac Construct eastbound and westbound le Construct a southbound right -turn Reconstruct Chaparral Avenue to align \ Construct a traffic signal or roundabout Construct a traffic signal or roundabout Construct a traffic signal or roundabout Construct a traffic signal or roundabout Construct a northbound and southbour Construct a traffic signal or roundabout Construct a northbound and southbour Construct a traffic signal or roundabout Construct a northbound and southbour Construct a traffic signal or roundabout Construct a traffic signal or roundabout Construct a traffic signal or roundabout CC D 4J LE 4J c N E Q N 4A .c C0 Q s 0 4J CU CO U 0 CIO c cr) N Ca a) V N 4J U 0 4- CO C6 (0 (0 0 0 CU 1) (0 N U v) E 0 V 9- CO 4—, N 1) a) E 0 wo CO• N U N 1) N s Ca Ca C) as--+ O +-+ N CO co 0 9- 0 Q.) CO CU 1— CO 4J CO E O Q co 0 Ca N Q 0 4J W be required to achieve Various construction activities will tho rloarolnnmont nrnnncorl within tho RI iild AItornntiwo CR 78 and CR 15 U CO 1— CR 78 and CR 73 CR 78 and CR 77 CR 69 and 10th Avenue/Chaparral Avenue CR 69 and Vierling Drive CR 69 and US 169 North Ram CR 69 and US 169 South Ramp North Access W 4—, U CO CC U South Access (CR 16) CR 15 and 128th Street IV 11 W V ) co CO 0 CC c cc c▪ n _- C CO 0 u) CR 15 and CR 16 Cnnctri irtinn (lrinrc Nnico �»llllllllll>1111 �uuuuuuuuuuudiii N(((IIIIIIIIIIII 1111111111 ;; llllllllllllllllllllllllllllllll "11111�illlllllllllllllllllllllllllll Eiii. . uuu 4000$111111111111111111111111111111111111111111iiiiiiiiiiiii11 011111111111111111111111111111111111111 Sri 'lllllllllllllllllllllllllllll i uuuuuuuuuuuuuiiii �tlllllllllllllllllllllllllllt iii ''lllllllllllllllllllllllllllll llllllllllllllllllllllllllll uui 11N11111111111IJJlal1111, II IIU11a111111111111a11a1111! �Illl 11111llllll1 au�uuuuuaauui. Extend trunk water main and other wat Construction of a 500,000-gallon elevat Extend city water service as developme Extend sanitary sewer service as develo 0 i • CO a--+ E a-' 4— CO L O tan CO 73 c -0 CO C CO •— cn a) co O Q) +, E Q O +- U D c6 4--+ >- -o �--+ CO v, O a) U •� Ca a) V +, O co >- 0 v, -0 CIO O c CO U s co U CO -C3 CU CU U .. i 4- > c U O E > 0 Q E CT CU CO CO 0 Q U X W L Continue to employ City policies and re, co E ca co' co CO CO -0 CU C v) 4-J s C v) Ca Q) CO >-0 > 73 n a) N `n _Ccu O +, +-, CO M CO s- cu co taA a) a) a) E 0 C) C) a) 4- 4- O CU (0 CU U 1) 5 0 Q 0 N a) 0 C) CI) E Q) Q 0_ to new areas. Q Q tbi C te.' (0 O CU s CU O CO C U Q) CU •> -o CU (0 C6 f6 U C 0- 0 aio Tu > O a, co Q) � Z c Q Q t�A C L � ate.' (0 O a) s V) CU O Ca C U CU -CU •CU > -o CO CO c6 0 O too Tu > O au co Q) Q) Z c v, co a) E 0_ 0 cu COCU tip >7 a) a) 4J Q) E 0 Tu a) 4- 4- O CU (0 CU U 1) 73 5 0 Q 0 N a) 0 C) c E Q) Q 0_ to new areas. i co 1) ttA •X a) a) E 0 Tu cu 73 CU 4- 4- O CU cO 0 U •E cu 5 0 Q 0 73 Q) 73 4-, 0 N CU 4, vi COCO 0 U .> 73 5 0 Q 0 Q) a) 0 N CU ate-+ vi CO CO L ta.0 X a) a) a) E 0 Tu a) a) 4- 4— O Q) 0 U .> 5 0 Q 0 a) 73 0 N CU ate-+ vi CO CO ate) ca O co a) Q O -0 CU (I) a) � a) a) co co a) a) •— O CO O v, co 1- 4— CO 0 Q 1- C6 Q E E 0 CO UL- a) Cts Ca 4-, CU 4-, U 9- existing facilities. ate-+ C, O te-+ •L_ co a) Q E E 0 -0 a) cn CU 0 > > a) a) co a) _ -0 O CO +� 0- 0 -C4-,4-, co ,- L— Q) 1- 4 O CO 1— Q Water Supply Infrastructure and Public v1 CU • Q) Water Supply Infrastructure and Public Water Supply Infrastructure and Public Water Supply Infrastructure and Public v1 CU U .> Q) cn Sanitary Sewer Infrastructure and Public Sanitary Sewer Infrastructure and Public Sanitary Sewer Infrastructure and Public 1- a, CO E 0 CO Of 1- CU O CO CC Infrastructure and Public Stormwater CO Cf 1— 4_ CU O c0 cc Infrastructure and Public v1 CU U .> Q) V) 0 0 0 0 E 0 Although steps have been taken to identify potential future conditions based on the best information currently available, as development plans are completed and more information becomes available, or as regulatory requirements change, environmental concerns or issues that differ from those addressed in the AUAR or Mitigation Plan may be identified. Also, new information or mitigation methods may be developed after the approval of this Plan. In these instances, the development plans would be reviewed to identified measures to avoid, minimize and mitigate for impact consistent with the new information, while maintaining the basic intent and process identified in this Plan. The City is responsible for permits/approvals and related mitigation for regulatory issues and impacts under its local jurisdiction (e.g., traffic improvements). Private developers are responsible for obtaining all permits necessary from all governmental agencies having jurisdiction over their development. Jackson Township Annexation Area Alternative Urban Areawide Review 7 February 2020 Page 501 of 617 RESOLUTION NO. R2020-036 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA AUTHORIZING THE ADOPTION OF THE ALTERNATIVE URBAN AREAWIDE REVIEW (AUAR) FOR JACKSON TOWNSHIP WHEREAS, the City of Shakopee, as the responsible governmental unit (RGU), prepared a draft AUAR and Mitigation Plan which identifies and assesses the environmental impacts and mitigation measures associated with the Jackson Township area, and distributed this plan for comments, with notice published in the EQB Monitor, consistent with Minnesota Rule 4410.3610; and WHEREAS, the City of Shakopee prepared a revised/final AUAR and Mitigation Plan which included responses to agency comments received in connection with the draft AUAR and Mitigation Plan and distributed final documents to state agencies and the Met Council; and WHEREAS, the comments received and the City's responses to these comments are included in the public record for the AUAR; and WHEREAS, no objections to the revised/final AUAR and Mitigation Plan have been received; and WHEREAS, the revised/final AUAR and Mitigation Plan is an informational document that will assist the City of Shakopee in guiding development of the subject area. NOW, THEREFORE, BE IT RESOLVED THAT the City Council of the City of Shakopee hereby adopts the revised/final AUAR and Mitigation Plan for Jackson Township. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held the day of , 2020. ATTEST: City Clerk Mayor Page 502 of 617 *4.D.4. Shakopee City Council March 17, 2020 FROM: Kyle Sobota, Senior Planner TO: Mayor and Council Members Subject: Preliminary and Final Plat of River Bluff Addition Policy/Action Requested: Approve Resolution No. R2020-038, a resolution approving the preliminary and final plat of River Bluff Addition. Recommendation: Approve the resolution as presented. Discussion: Site Information: Address: 321 First Ave W Zoning: B-3, Central Business District Property Owner: City of Shakopee EDA Site Area: 2.07 acres The City of Shakopee is proposing the preliminary and final plat of River Bluff Addition, which consolidates 9 lots for the River Bluff Apartments into one parcel. The City of Shakopee EDA has acquired three additional parcels and has vacated the alley in the middle of the block to allow for consolidation into one parcel to allow Gaughan Companies to develop the entire block with a mixed -use apartment building and rental townhomes. The purpose of this plat is purely to consolidate all of the parcels into one lot. All of the existing structures on the lot will be removed from the site. Budget Impact: N/A ATTACHMENTS: Page 503 of 617 D Location Map D Preliminary Plat Drawing D Final Plat Drawing D Building Plans and Elevations SPUC Comments D Resolution No. R2020-038 Page 504 of 617 ul' q 1,1111 I1111111, Ild ,1111111 Ilul 111,111,11 lu'liV1 I 100001II°IIIIIIIIIIp11'milIIlmIIpIIIIIIVI4V911 11V,, 1111111111' 1,111111111111111111,111111111111111 mlmuull(IIIIIIIIII III uIIII V1uuI1u1ImulII1u1U1u,V11"uII 11 II1 IIIIVVIp ImV 1111 111111111111, 1p ll Vu1 III 1I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVI1 , IYIIIII11� 11 „ IIIIII I I1 IIIII y � ilml Puill u, 0 111 oI111u11II uuuuuuuuul111uuuuuVl um Illll r IIIIIIIIIIuII uw IIII �" �llllllllulllpliullll1l�I �III1 IIm' I uuuIIIuVuIIIuu1uI u, uuululululIluVIlluuuuuiuiuuiiuuiiuuii uuiiuuiIiuIuiIiuIuiIiuIuiIiu1uiiu1ui1im1ui1i 1lii1liu1li 1ui�1i1ui1�1u11m111I1I1I1I1I1I1I1Im111111111mlllmllll 111111 11 lillll(IlllI 111plm1 uuuuuuuuuuuuuuuuumuuuuuuuuu11 9uuuuu1111110M uluu 11 VI(II i1111 all VIIVul1111i:1111! Nl11111111111111 lII II o.,,11N 11I l1111l l QII�II I Il dl nmw m uull „ o lluuuuuluuoU ��I III II ll'lll^I�Ip I�V1dl (IIIIII IMuu1 u'm uIuuV�IuuI IiIVW'�VIuI,NInIUnVNu1Il1IliIYIIlt 1lIiIIluu 1l1u° IIIII1 IIIIIIII111III 11"I 1l mV IIIIIiII111I �1 UIlW IIIV I ly‘111Imgp,p1pu1VW"uIlII'1111,1I„11Ml",,Il uuuu uI IIIVII u IIIIIIIIIIIIIII,'N;1;M1111',IIII /%°N9D4NN ulll 1 � If SiIl�MO�r �' IIIIII j`jjJ1) �W I ' f �� I II I' I 1111, 7 'n7a uuu111 1 uu11VI1Wf' I U'I1 �IIIIII��VVn�V m1 m1,u11'm'lu Il '11J '� (IIIIII II uu,,,,u,,,Igp, luuVl W�V�IPo 1 Y111 II ul Y Illu �� o �uluul Iuu � VV11V, ipl'11�IIV1 i II NI Iowa d 1 11 III I ��i1u Vulu� IIIIIIIIIIVuuuuuum[111 I M� I u 11 1111 m�1i1IIIIIIV'IIII11111U A,11i pll IImI moMuuuhNuuuuuuuluullluliiuuuliuul1 ^IIIIII 1 IVI u„1IV1IIIIII11mN�NNriifi�iiiilu�uloui 1111111ppI�IpulliiNlV° u1I,11111il11111III II UI1111111111IIIIIIIIII 1IIIIIIIIII'll all„ n utluuuull;lIIIgIIIIIIIIII ll�m1,1111111111111111,11111 tluuuutluulllllul uuuuuuulUuuuuuU�1IIIpIIIIIII11111;i;I,I �N uuuuuulM'uuuu 111IM ,1 )uuuu Io11111 � VNNNW1�1W1W1�u�luuuumN'N1W1H'IImN dV 11 111 IIIIIIIII u1VI11V IIIIIIIIIIIIIII 1u111 11' 11 all II°ili� ltllllll 111'111i1111 IVI11 IIu umVI1III I 111111111111 11111111V IIIII III III IIIVII uVH'I'Ni uluull ill) 1°°m uullllllll�llllllll,llIl I Illddlim VuU I,911111111111I II mumililllllli'I' I 1 Mum011111111111111111111111111111111111 0NI 1 (III 'uu u1 1 11111111' luul 1 uulNiilluuuuuuuuuuuuullllluul IIIIIIII u11111�111111111111111111111111 � I1,10001000000ii�iiiiiC M uuuuimluu MIII1Iiiii iiiiiil,IIIIINIIIIIIVIIIIIIIIIIIIIIIVuuuuuuuuuu11111111111111111111111111 IIIVIM9u'Nw mumm I IIII 1 °° VIIIIII (IIIIIIIIIIII WIIIIIIIIIIIIIIIII1VI' uuuu 1 III f li IIIIVI( +lu Ih 111 I G u re�Vp° I I '� 11µVl I IIIII Wu1Vu 1 II M ul IIIIII i I uu � u 1 uVlllu I lu of nu uooIIIII�d1uII111IlINNN N� �u11 W IIIVII puV1 mV11u11 (IIIPN,,11, 11111111111111111111111111 IIII'A'AN9 iliiii IIIII IIIIII I I I I I I 11111V1111IV 111111� IIIIIIIIIIII I,,,,,,,,,,,,llm111111, 00000000000000 11uV III IIIIII)u,muuummu,,,,,,PoIIIIIIVMIIIIIMIIINIIIII IIIII 11, upuuuuuuuuiu uuuuuuuuuuuuuuuuu m> muuulllilllillil11,,„111rylllllllll 111111111111111111111111111111111111111 I 1 uuul.IIIIIII II� II uuuVl u11 '11iri It �N ' pp �M�1 i�iIIIIIIIV�II 1 V ill � Vunl �p�'��� "I 11Y hwu AHV l1 11 1 II ,1 uau IIIIIIIVIu,11u11111„ 11u' IIIIi'1 NII Illullll III pNllluuum uuuuuulVu VVm )uuuuu III IIIImlli „'ulldlu, ulmmliiiuum 1 uuuuuuuuuuuumN „ lupuuulm�r ill IN 11 N,� � NIMViupliw II �>ti al l IIIIuu µI IIIIIII11110 I a 1111H1,11111111 llll llll 111,1 IIIII lu 11 lllluV I IVVI 'III I vI111111N11 uu, II 'IIIIIII, IIIIIIIIIIIIIIIIIIIIIIII�I11 IIII ��' Illlllllllllllllllllllllluu'j' IIII I u' dl uuuu m""' 1 ui41m1 'M' II I1mI, 'I�wuIIII Illluuuuumuuou IIIIIIINIIIIu ���I�1 Ill VmumuV I lllllllm,liil 11" � VIIM �IIII��u�4lll ll� tll IIuum IIIII V III 111u 11IIIIIIIIiIIIIIIIIII�jiluuolluulllllllllll uuulVll, f11,,, Vuu ul Vull Ill i ...,,, 11 II uuuiVIIIIVum o1 // P uu��NVuVl�� / u � 1 VuuVlllllllll Illllu I i uuu Nuuuuuuuu„ I, Uu„VIIIIIIII II �/i� on�l IVII '�V f� rMuu �" r 1 fir"" y II � „r!( % ' (IIIIIIIIII IIIIIuIllmul uulllll911 1 ' I IIIIII ° j �' rouuuumo II llullpllull 11111I (,IIIIII Iii 1 u,�i 111 IIIIII(,, ������ 111, „�uq� I� IIIII m �� 9 �IiNllll u IV,lluuml uulw (III � 0 � i �� rtr � r9rQ II IIIII ��IV (IIIIII, 1 1°' III 11 (IVII ,IIIIIIII III um (III pp r IIIIIIIIIIIIII a Illlll1111111'I° I IIIIII 111 III^ 1 � r��µli� 1m „IIIIIIII' III "'II ' 1 41 I11P111 Ulllll w VII( V 1 � 1 � � II ii°ii II III (IIIIII I^ III NIII � I ✓ /;)M'I�! �Ii9 U 'VW 1 "'M� III I IIIIIIIII u 1 1,,,,,Vuuuul, �I y � a 1 1 r tl1111�I 9 IIIIII' IIIIII Im,llllll IiII ll 111 luul°' 1 IIIIIIIIII^ �I "�' i I �""" /r1 �!'�6 % 1�1 IV lllllll llllllliVVl 1 1u1111111 (III ul luuVV,luV11Vl i„ upl' � ID n rri ��� �IllmI IVI / JI1 V11'lulllllll w 1 IIIIIII,IV p 11 ' Ilullli 1� a 1 A Nre r I I I 1 IIIII IIu V' Ili 111'l IIIIIIIII',' a hill III IIIII III IIIIIIIu V uuuu II I, t j�11 1 �� IIIIgI II „p,lp '"1,11,":0 91 IIIIIIIIII um1u1 ' 111'I' VV m,„w „ Ilw tlllV uu I rr I•���,' i� �„ I, uulW Il�yy I��IV,IV I II i%lw'IIV 11 II uII u111h1' (III ///„ /� 11 ,I N, IIu II II, /// t! �� 1 u u 1 VuVuuVVIIIIIINuIl111l11 w 1 IIIIII 1 V Il11II�II liuu f//% % r/ �/�� I! �� 11111,01001111111111111111111111111110lluu�"I luuuuuulil,lu �wr „u IUuuuiulluullllNN j fp f III all „I mVlll VII( ulll a IY III IIIIII I ml�"m I�IIIIIIIIIIII�III,IIIIiiiII,IIIIIIIIII W I I IIIII,��Ni tlIU'I� IV ' II°I^III�I IIIIII lllllll "' 1 IIIINI,NI1N 4 IIIIIIIII uVVV I �� m'lll VIJYmIINM UW�P 111 �,U uuulllll uuuuuuulVuu11111° u 1 1 I' V11uIlI�11II ullp" ulluVlll (III IIIIII (III V uIV%� IIIIII I„ III IIIIIVIIIIIl1111111� q ilm ulYi�( 11 1 IlilVul11u100,00uMIIIIl11II1IVu1 p " N IVI iiiliiiup1VV11"uuuNV 11°i 111 fll m"il 1 III N (III IIIII IIIIIIIII �II�I^NV III IIII p 111 uV�mlpu N 1 m11w 1u ' 10. 1 11,Pit HHHI IIIIIU,IIIIIIMIII111111111111111111111III�111MIIIIIIII00II II0II, Ilml 1IIII!IWW 4Illlllllliuuuuiul �lilum mlyll'II V°,I lllllll umu11 �i VV uN/ NVIIIWIIIiI00I,u 1 III II I'l u1 Nluu ll 91' I II III mVI 1 Illl�llllllmll ra,4re n ' NO uml�illllll I 1 1 III a 11I1u uuu �i 11111 �IIIIIIIIIIIIIIi uuuuuulluum 1 III I I I 0 III I u /r�i 9f I l IIIIIIII lu (IIIIII uuuuuuuuuuuu�lllll� I I W I III m Illlluu 1 all uIINNI d l IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IVI u u IIIIIIIIII / r 'uWYV""" r/ I IIII I�I�IIIII�V IlNlllllll/f ��//�Ird� TS .�o�s�1, uuuuuuu ICI � lllllllllllllllllllllllllllllll�.Y�'VIII��.., I��limuuu Illllllllllllllllllllum IiiIIIIIIIIP"""""" I u11 I I 1 I 111 �I IIII IIII III wb, IIIIIIIV' 1 I IIIIII lilt 1 ' II a I 11VIh' Illllltlllllllllllll uuuu "luullllll I uullVulll u 1 uY muuuu,ulVp,,, 'Uluuu 11 IIIIII 1 uVl 1 1 p yq 1 1 uu11111 II IVIIIIIIVUI 1 V 1 b 1 11' ulVullllll IIN IAA( ^IIIIVI V IViiliiiiiiimll �N"Vdo 1 u1111liiillu,,, plVllill'I11111um u1 Ii11111u11111 1, to11llllll1111111111 '� mllllll�muVluu IWum�IIIII✓@Ilil���llm II 100000r� �u�ull�lll�,l°q U �� uu 'III' V1NI Im NUNg 1!) IIIIIIIIIIII uuuuuumluuuuuum IIIIIIIIIIIIIUUIIIIIU 11111111111' "" ImIIIIIIIIIIlUV1111 ( IIIIII „'�', Ou iiiiiiiii111 uu uuVVuuuuuuu�NluuVlulll I V I I1 uu, �i � Ii1111111111 wV111 IIIII " fl N N VIIIIIIIIVIII uuu1111 I, N lllllll llllpIIIIIIII IIIpI IIpIpI11' 1 lulllll�ll 11,I r�yI/�� % /� p IIIIIII� IIII Vllllllllulllllm IIIII % ii1 ldl f III VVIIIV`iYullVlII11VVuuulmuuuuullll IIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIII III IIIII o V ul uu 1 IIII 11 f(l/�✓ a 1' Il li III (I'll NINIIII II lgg"u��IIIIII (III uu dl /rm 111'ulVlu 1 'I 11Vip'll luouilllVIII�IIIVIVIII 1111111v, uuuuuullllllllllll � V o II 'll "',(IiII IiuIIIIuIIIIIIIIIIIIVI II uII I I u IuuulV VIV9111 1 uuuuuuuuuuuuuuuuu,,,,,,,,,,,,,,,)uuuu)) a ll II IIII^IIIII m i u II I I III VII IIu II VI 1 IIIIIU 1 IN luuuuumuuuuuuuuuuuu, mump ul IN (III IIIIIIIIIIIIIIIIIVI II IIIII IV IIIIIIIIIIIIIIIIIIIIII Illllllllllllh m 1 1 MN I V IIIIIIIIII, II I (IIIIIII IIIIIIIIIIIIIIIIII Illllulllllllllllllllllllll lllllll IIII II nluuuuuulhuuuuuuuuuu 1 uu uuumW 1 III 1 rei „u1m M N 1 uuuu) I I''u 1* III 11d111Vlllilll llVVuupoh o NI Iluuullllll m Mild � all 111 1 /' 111IN1 III k� I IIIIII r� . 11 IIII111N I' j IIIIIIIIIIIIIIIIVI, lilloulillllllpp°111111 �umluulmlllluuuuuuuuuuuuu�iumV lu1 ' I � i11o1 u IIIIII„ W1illulllul 1 ll ICI m°IIII VVllliim'I°°IuuulV m°° 1u1' ml,, tluuuuuuuuuu°°°uuuN IIII I; d1 o uVm (III l 9'Ih m101111111111 p1lNuuuum I u II uuu) l i IIIIIIII' a ,III Muuuu11111 11 IIIIII 11 dl�iuIIIIVVI uu I IIu ' U I V Iluuuum aplllllllllllli I IIIIIIII 11�� IIIIII uumuu I I11111.!l1 llVlullllllu��'�1Nluuuuul �Pllllllllimuuuuuuuuumllllllldll'I Vlw m ' 1 uuupuuuli�111',,;I,k� luuuuumuuuuuuumNl �I@I11 �llllllllll�l�uuuuuuuV 'NINIIIIIIIIIIIIIIII a uuuuu uuuuuuuuul t161,,11II1uuu111 W VR' u1VVVm �u11111111 uuuuuuuuu 1VmIVVuuummm 1 p11Pu1u11 �, � � 1N 111 � n�uulllldllllll 1� Vum Vu II �VV M ���j rl ti r I NN I 1,1 mum �uuulllllllllllllIlll�llulIlpuuNIPu1N'11 1 l M lllum,,,, uuuuu oloo1 11 VIN u IIIIIIIIIIIIIIIIII Ii1111 IIIII uII11,IVll 1IIii1IIIIIIIIIIIV1IIIu111111111 uullllllll1111 II IIIIII �IIp 1� ugpu1111 (III IIuIII IIIIIIIuuuIIIII II I�uVd l 4VVl ll ll jl lll,l,, ll la I I iiVl (IIIIII IIIII IIIII I (IIIIIIIIIIIIIIIIII IIIII I ��IIII111�u�NNluldl�ill�ww°W��rlll��ll w��,��1� I� IVIIII �G, II I IIN II iVUV'IINry1Vllll II relu1I1I IIII,VuuVVVu,I u,Vlll a Vll ' ICI a I� l00000000000l00000000000000000000000000000000000000000l000 idol �p uIV u 111II111111V° gMII IfuluwVlllll gWuIIV°�°III IVII' III II111111IIIIIIIIIIII 11VY1,9 u1 IIIII I (III �'W uuV,1 uqu �I 1''INI11 i11^ m �M 1111II�IIIIdIIIIQIIII�IIIIIIIIII1II I, 01111111110 II uuMull'1,,,11,11111101110 g111111 1IIIIII, 9111111u1uu11 " 1 11, j1l II111°IIIII 1111III III III O lilulli tl JII„1'u I'Vl� ;1111,10!II u1�Np1 1 III (III IVII 1111 uull, ml� ul1IIII IIII111111111111111111111111111111111 111 11i11iI IIl1IIIlIIu ui1,� ul 1 umlluuum 1,,,,1,1,1111 n IuNNN 111111111111111 IIu I�1�Nuu u � luplu°lu„ 11 1 1 ll Mu °1p I iii111111,1o)7 IPIIPi, IIIII omu 1 VIJIII IIhl III'"Vtl 111111111 I,II 1 I u "l ul1 1 Bi V I' 111111111, �1 III m II,u;I1I1lIliiiiil1111 'VIIIIIIIIIIIVII' ullll�lII,1' Vql 1 r 'm IIIIIIIIIIIIIIIIII o1lNuuuuumuuuuu,uuuull 111, IV f �ulllllllllllllll II IIIIII IIIIIIIVV111WL °ll 11 uuuuuyl VII (IIIIIIIIIIII Vlu lm Iiiml 1111111111111111 1110 rIIIIII (IIIIIIIIIIIIIIIIII 0111,14 11111,11111 !.I 11 uuululuuuii001111111111111111111 uIIIIIII IIIIIIIIIIIIII,1Il11 1VIII1 ��j ii°illlllllll1111' 1 I �Ir'rr IIIIhIU111'1VIuIuIuIIuIuImIuIIINIIIIiIIiIIlI u1 Im„IIlISIII�ll l��uIVul V1up u,1111,111lINllluqd Vl 111II) I�i�I 101 II 1IIIuIa ,Vu1VuIVI 1� 111ull11i11111,W11ul III"l,I,,,,pV,, umllilIiil, 1 °'�I 11I1I111W1N1I1N1I1III1INIVVI�II11.1 u1VUIlINNVII m Wu'u muomumluIuIIu dlIlll�llllu NVluuuiVV 11,,1j11lmV IVllld 1 1111llll'l(IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUuuuuluuuu � � v�V' IIV0I IIIII IIIIIIIII "� uuuuuuUlll IIIIIIIIIIIII n^° IIIIIIIIIIIIIIIIIIIIII IIIIII Illuuu111111II�NIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIImIIIIIillllll'lllllll ilk �IIN�IVIIIIIII'u�''�' "" IIII"" ulm '11 �II01m uuUlllllll IIII 1V V Im JJ 1 III my' NIIu MhIIIIIIIIIIIII VII ' 1u1u Il uumOuuIIIIIIIIIIIVuui IY�� I 1 uu u I ' mIP dUm muumu IIIIIIIII NI. a 1 III � , � V uuuu,m I �pd A 111,111111111111111111111111111111111111111111111111191t Page 505 of 617 NOLL.0.0S.M. SNOISIA. 31VG mos.., 'Awn°, 1MS `....1eLlS10 Al!O 'L >pole `o,--, NOLLIOCIV H3A1,1 PROPERTY DESCRIPTION 0 co RIVER BLUFF ADDITION, SCOTT COUNTY, MN. AREA SUMMARY LAT SUMMARY PRELIMINARY o Hi& \ \ AREA SUMMARY: OVERALL PARCEL AREA - 90,000 SQ. FT. OR 2.07 ACRES ! d'H LOT SUMMARY: 1 COMMERCIAL I I I imrtti _______ N.....40000:012,00006 11.0000ii"11111Wit41111111111W00041n01"1.11111bil 111. 26116 - N ,.,.. „.., SC,C)T r STRE:ET NORTH 0 0 69 0 69 ..••••••-• 80 .;) ur Page 506 of 617 Page 507 of 617 010 0 HI 111011111111111111 111 Ilulllllllllllllll111111llllli II 00,10011111111111111 Illllllgl 0001 NI A II'WNYM1 • I n1 UNIIUI�U1 ,� u � Illllllllll �llllll�llllll illlulllllllllll N�IVIIIIII0 INI,4,0 14111011100100100iiihiot1111111111116sommaimmitimomis II. 1 Ill1111llllllllllloll IIIII"' e=. W r u "IIIIIIIIIIIIIIIIII Ipl�pVll VIA" Vlm'10 1; n0 dill I ��III _ Illlllllllouu,�„ !uuulilmumn������,,... 11III11111000000 0IIII PARKING SCHEDULE z 0 U CC) N PARKING TYPE Resident Garage Parking I IIIOII0 mnimmumnM \/ 1111111111111111111N nnnnnl uuuuunlllllllllllllllllll nn umlll Piss III 40119 7ll 1111111111111111 //IIIII% Illllllluu�l Iluullllllll��� . Uuuuow;;,,p000� u II II II III II I I I1 II➢1 1 'R) J111 J11 fiffI� I • 0111111 III IIIIIIIIIIIIIIIIIII II 111111111IWI 11111 I PM IIIIIIIIIIIIIIIIIIIIIIIIIII!N��°'�IIIIIIIIIIIIIIIIIIIIIIII ,I why p"ww^".ah uy 1 1 1 J Ji Jy 111 di I rJ 3AOO1V 3AOO1V 3AOO1V 3A031d 3AOO1V 3AO31V 3AOO1V 1IIIIIII u 10I 00000000000000 3AOO1V 3AOO1V 3AOO1V 3A031V 3A031V 3A031V 03 3A031V 1111111111111111111111111111111 3AOO1V 3AOO1V 3AOO1V 3AOO1V 3A031V 3AOO1V •- I_•I_ I MI MI MI _MI IVUIIIIUIIIIV I I i ii i 1�"VhhhNIVD'h11�1�11NI� I1IN1I1 NV11111IN�N NPR 1111111N1111N 11111V111 ll �w � l'hhI ! �� IIII1IN,0II;IIIIIIIIIII VIWIIVIWu i�N��W muiw^Ii7 VWVNN n Nm'71a'�VlDnlll I lIuIV ' "IiVUpVI�V' mVI�U!nV!lqw�w�.Nd'I w o11 � 'III I VNVN N N�N�w�w�w�w�w���Iw�I�I�I�I�I�I II IIIU WNUIIUIIIIIIIIIIIIV nll'GIVIIGI Iu lu lu lu VIVIVIlu lu IIp�10VIuV uV uV u V OIVIVIVIVIVIVIVIVIVII VI 1111111 II II I I I 11"�I��I, I��11 d III II�III1 III IIIII INII;I(;IIIII IIIIIIIIIII III111Ii�1I11I1i"' IIIIIIIII I'III�1111I111 1 IIIIIi1111IIIIi1IIilIiill�il uI�I�II�I�II�� IIIIIIIIIIIIIIIY IIIIIII� IV a 11111' pIIIIIIp11Ilo1 - V�11 III p�ll IQIQIQIQIQI IIIIIIIII � � III 1111 a III II 1 i 1111111111111111111 111 uuuuuuuuuuuuw 011 I11 11(III Ip111111111111 1 1r IRUM II GNG/(11N�1((dP1j411+7Gir 71PJdMNMYr'r 0/170 00,N0IN(00,IIN 6c 004,/ j G PPPPP�N�NI, ,,;' f'f/11/,%� ,IpA�A�1;'N�N�N'A reg mwvmwnwwsoim iim1W7) 64 Iwmuo �ilowi»iwnr>yra� If �v^,^Im7gaJ3Dra¢s9,g Nwmrvl110,0000NW0 YNUPWpdG�NdW�PWUPWpdG�Ndi rrmartmam�ran uupuvuawsaumauma� OM. �'1 tl 0 I / !' 'Y �NY,71Y 1/,Y, ,(, ,fl, 1 f(r f�f( r r arsr/rrrerrrrNi� Yrarr R�Irvh4�/c9.C�/lNNf14%M9�k✓l,�!✓/M;969.0,9dM PAIUnICWIIfNCENCENCENCENCENCN„fl¢BfNG'fUe rcmrcrcnrcrcnrcrcnrcrcnrcrcnrcrcnrcrcnrcrcrcmrcercmrcrcnrcrcnrcr N 1.10mm.111,0mNrwr/ valN f�zf 00.0000.00, �uaooNeu� IWIN1bIIlYOWHyAIIIY;III,WI}� NNI NNNNNNNNNNNNNN>d4drl;�; A19JrDYJNNI) i6D!<Jf07JrDYJM}ij UNtlDfUiOff �1}iNNrJfDliJ,,,11011,,fDfid wi�n,,iafstsoln,l,tlnl,c,t,t, (It,,tufll ruLN�(((r �pf�r�r�r�r�r�rllssl,l,t,i a� �%immsw�wus�no J N,,1��r Cf, msrsrsav ,,�- �W,yrNsn�� JGR _0 M uol�Nlnro�r��i fff,0,1601,NercNNawuaoi IIWCilI111Y01,)1111W l"N?dNN?dNN?dNN?dNN?dNN?dNN?dNiY 1,10 00,100.0,l ro IIII 111111110, 00000000000000000000000 IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIplpll;llpwgplllpllllllllllllll III�IIIllllll1 WWW Illlllllllllllllllllll luulo� �111� 111111111 Illo0111,.1u1111u1 111111111111 IIIIIIIIIIIIIIIIIIII (IIIIIII I II III IIIIIIIIIIIIIII .....0u� llll0111111111111111,1111111100!„ lllll0 "II"II"II II IIIII IIII II II II 1, I,��� W WW1WW11WWWW .............. V V ��� i..� Iry "�jll ulpuull u 1111111111111111111111111111111111111111uu / III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111� 11,111111,1111,11, ulu UWWWWWWWWWWWWWWWWWW'WWWIWIWIWIWI "" "'1 ,fn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1'11111111 vvvvvvvl 0001000010010 011 1111111111111116111111111111111 111 lull 111 ll 0Y'WY,p11A w 0;YV,110114,11� II I IoIoo II II uII�I IVI III III IIII IIII III10110 i!!d IIIIIII IIIIIIIIIIIIIII0II,lmll0ll0100IW II 111�� 1111� � au Il�u ��111' ��u111 W VV� II u111111� II111uI11uIIIIl11u111111,11,1,1111 0000000000000000000000000000000000000000000000000000000000000000100 !I I!Pll!!!II!!!II1� II!!!III III!!1I!111 �I � NI!111111111 111111111111111111111111111111111111 ���i lI��III xl � xxw IWW NV', IIIUIW'uW'0W' 1i,1111111111111 00000000000000000k .111111111111111111111111111111111111111111111 1IIIUdIIWIIWI011101UuIIUdIIWIIWI011101U'uIIU11110WI011101000110111110WIiUVdl 0 _ o M 111111IR� 'WW09UdIIWIIWI011101UullUdIIWIIWI UVlIUullUdIIWIIWI011101Ull 111111111111, IIIII Illlllllli0,00,00,00,00,00,00,00,00,111 IIIIIIIII III u�111��;1'1111 1 WWWa'� 'YI � ,1,1 �11� 1111 I1111111111 IIIIIIIUvi IW1�1,11 s_ O LL LL O a� > J Oco _CD 7 co 0 0 I Ililii11i11111111i1iii1iii1111111111 11111111 000110 01011111 ill ®® ■ ® ■ MINIUM BIM II I i-■I _, _I■I I_■17111111 imosigmiarimirpm mu 1.. llllllllllllllllll , 1 III IIIli111� I 1 .I I � Il � II IIIIIII 111111111111111111„11 111111111� 1 I� � I� � 1 �I■ iiiipllllglllllllillll— .— — II I II II III II IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIm, 111111111111111111111111 IIIII 1,1IIIII pull 111111,I11U111 -1■111IIIIIIIIIIIIIIIIIIIIIIIII 11111111km, IIIIIII1 1 Iu1111111111, 11111111111111i11, 1111111111ml1111 g k Isso ifi:0001 11 (1 (0; go" IIII111111IIIIIIIIIII1 IIWII 'J1111111uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum u Ililluuulllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIN uuuuuuuuuuuu�N'�N II I wIN1n'n n'n'NI�IN'n'llwl� III 1411,0IW'H1WWIWIWI�IWWA I III imuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuumM"""11:11 111111 Illllmuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuul uuuuu 111111111111111111111111111 1111 111111111111111111111111111 U111111 1i1MM'M'MMMMNMMMNu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuullMMMMMMV MW 1W NW I1 IIIIIIIIIIIIIIIIIIIIIIII)luuu11,111l NMN � NMN' HnINMM MNW' N�N�N�WIN�N11N'111111IWIH'111111IH'HIH'HIH'HINMIIMIIMIIW111111 oIoWIIIWI11111WWIII NIIN i 1 0000l WW IIIIINIooIII'IV' IIIII 1 IIi III��1111u11111ppp°11111I 11l uuum1111uuuu 11,11101.110,1 j11 a pN�Ul11WN111111111111 lulu uup11VIVlpllluu'„i1pu11 I I I 1 ��I IIII' IIII III '111'11 111 lira 1 IIII �' ulul 11111110 dglllllllllllllliiuw I,,p IIIMII0IIIIIIII III IIIIIII Illllllil�illll (IIIII h IIIIIIIIIIIIIII yp 11V99 a III 1 �II / IIIIIIIIIIIIIIIIIIII III" J/Jf 1 9)�I�� I h1111111uw NIIIII1100 IIuI'11I" I dm' IIIIIII"u,111' 111um1� (IIIIIII a III �uuu„11 IIIIIIIV°'iiij ll,111111 111 lu'V'N111 u1 u 1 IIV IB 111I 1 lu (IIII N II (IIIIIIIIII upV1 uu11 1 11 u1p,,,1111m IVpp,,,,,1 1IIo u� �I1Nm Ip 11 Vllllllll `111' 11 IluuuV11 M01^1M^0IVII ld IIII muNlllll u111111^Ip1l o� o � �1111 All �1 1 II�W IIII � lupo'Nhulum y �1111u IIIVIIIm 1 1lilllii°ii°111 111 1 1 11111111V u IIIII 11 1 11 1 111 1 1luuuulllllll1IIII lllllll 11111111111111 1 1 uu uuuq� ����M1V1MM'M1 V 11 l uuuuum uuuuuuuuuu M1M'M'MIIN'M'MM'M ulu 1 j1i11um ullllllllllllll I11 III 1111111611Wu�l Iu1111111 I u uu�l�u I�IN'NIN'NIN'IIYIYIYIYIYIYIYIYIYI�uuuuuuuuuuuuuuuuuuul 11IIIIIIIIIIIIIuuul III 11� II r 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 III ��IIIIIII Illllllllllllllulll IIII IIII 11 IIIIIIIIII (IIIII VI 11,1111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlilil II 1 IIII 1111111� .IIIIIII .V 11,11,111 .11iou 11111u1iuu11�o11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1, WWIWIWIIIN 1111 lllllllllllllll' II MI II 110 'i 111�I�111lillq ���111u"1�" min�Ila YI1M11^ 1 �II1� u1111„ °,Ilro 1u1�I1111� °P II /J lul°1 I �II�I(IIIII IIIM 111111Uup1 w ul lu IIIllillp111' (IIIIII muuuuulVVIV i1mI1111 u111 1111111 111 1 b✓� 11 III' 11 WWWNMMMWMWMIWNIIHWMMNu'mIWmMINuuloIMWYWMMNVNMVWWWINNM1 IIIImu1111111111111111111111111111111111111111111111111 1NMmWMHNImuuuuMuNM uuuuu�umll1l1l1l1l1l1l1l1l1111111N11MNMgMNIIIIIII1I1II' 11111111111111111 MII°°u,(IIIIIImI III 11111111111111111111111111111 I1111 IuI1tluu1uY11u1u1ui111u1'Nu1�uol1'u1u111ll1ll1l1Il11Il11Il11IlIlIlIlll1l1l1l1l1�11NMQuuuuu1iI1iU1°1ualuiiliullNhllVl1ll 11u^IuIVIUIIIIIIdupullll ll° u�uVllu luuul uIIII MWWNMMMMWWINWNh' Ii�l�i�i�i,,,;;;;; 1III11,11NhW IuIIWIIIuImmIIIIuII'I0IuaIlIIVIlINuIIIWIIuIIIIu'IIWII N �lI � IimlliIIl Ii1 iIliI (uIItlIVIIlIIlVIIl I l IIII "V°VIu�IIuuV V11u1Vu 1l'1 I1 I ,M'o1I(IIIIIIIIIIIIIIII��( 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 m11111111111111�IIN I IIIIII V ��������llllllllp�111u4IIII°� II111, i1V1iiiiii�iillVll 111111111111111111111 (uuuuuuuuuu111111IIIII,IIIII,1111111111111IIIIII°111111'IV�IIW�1111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIVIIpiIIIIIIIIIiiIIIIIIiil�lll����a,. 11 IIIII ' 111 I 111uuuull 11�11V111u1u1I1I1I1IN1I1IN1I1 N111I'1II1IVII1Ilii1' INII�IIIpI1 ;IIIII1Il(Ih1u; 1I1h11I11V1I11II1h1I1III91II1II1IIIIII11IIlI 1I161'i11 1' I,1IIII' I11I1pI11I 1;11,11111111111111111111111111II11I,11i111111111111111111111 1111111I1I11111111I1 IIII uI 1,11111(lIIuI'lIuiIiIumI1I1Ili1l;11 IIIII 11111�I 11 IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIiiimluluuuuull IIII llllllll II1000001010101000III11w!1�i141W111;I111'111I 1 lllll"11111I11I1I1I1I111111111111111111111111111 IIIIIuulllujjll 1111i1111111111 u i IIII IIIII��II I'll 11 IVII,I IIII l 61,mIP1'llilluuuuu IIIIIII�VIuV11111111 uulllllllllllllllllllllllllllllll IIII'II1111ou1111uuuuulllluuuuuuu Ili tlN 111 1, II 1,1 , N� 1ul,I�II�I11IuIIl'I�ou���llIl�'II"11unIi oIIuIu01u111g11�11�l1'iN 1w111 1 1 1°NIIIV I„ mr . nns u(uI1I1I1I11IIII 1II a^II1I 1n 1'1 u�1I�iHII1�NII, uuuup 'tl1I pI 1Iu;II1I i 11mI1��I 1lVl am@l1I� u11i1 1 IIu�1o�hm IIuuWuugaJnII 1mp111I'l .1^II.IIIIIIIIIIIIIIII11mu' l111111IIII�OIIIoNuiI IIIIIII i 1 ,udll 11;00,1°i1ouu1I uV11u11I1 II 11 11111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIII ��// uuuuuuuuluuuuuuuu llllllllllllllllllV11111111111111111 y 1111111111111111111NIINIIIIIIWI1011,1,,1111NWWIWIWIWIWIINWWNWIINIIIIIIIIIIIIIIVIIIIIIu111lllllliif IIu111111umll�;llll I iiioNA^I �,J� guuum �MMY IIIIIIIIoulh uuuum (III IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII IIIIIIIIIIIIIIIIIIII II II � IIII ,III 11 0 (IIIII IiIIIYl1VIIIIIiIIIIIIIIIIIIIIIIIIIIIIIVIl1ii111WI11 IIIII"IIi11111 11 11 III11111111 11111111 muliiiiiilllllllllllllllllllllllllllllllllllllllllllUl°II;;I�IIIIlillll'IIIIIIIIIIINI 11 011111011111111111111111111110111111111,001111111111111111111I / 11 uuuli / Ih q1 1 1 ' j111'Iu1l1 Iola tlu'u I I I' uuuuuul 111010,111111111111110110m0 11111u1l lud'I'o uu0110m0 llllllllllllllll 111,1111��p1�p11 111111 1111111111 1� 1��1111,"IIIII(""'IINW Wl q w111m11 1111111111 1WI (IIII 11IIIIIIW'wWIWWlllll"IwWW� 'IIIII �V11111 �� WIIIIIIIIIIII (IIIIIIIIII IIlllllllll NI I W11 u11�1%� o 1 uuug11III1111P1gIllulu 1`j11,"',�Jln�m�1 tllllllllllllllllll IIII III''IN1��uigllll " i1111�ju1J�'(� @(IIIIIIIIII I�� IIIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111 g11 IIIIIII II I I IIII 1111 � IIIIIIIIIIIII IIIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I'1 11,111j 1 II,IIIIIIIuuuuuuuuuuuluuuuuuuul u111 1111'Id'11NW'W�W''I^�1111111 ld 1 11�llllllluull ^u111111 111111111111111111111111111111111 IIIIIII 11111111011 IimNuuuum � IIM IIIIIIIIIIIII�IIIIIIIIII����IIIIIII�III�I�NII pllVppu"N°1R'Wlu II 0000000000lVlVlVIVIIVgI�l�lll�lll IlllllilIppllilllillilll i�liIII0u1 11111111111111111111111111111111111 III l1111111111111111111111111111111111111111111111 pii1ipjpVIVIVIVVIVIV!Viiiiii1iiliuip1uiui1p1N1l1Mjii�i.ip.ppiIllppIlIppiIiINiiNiiiuiiuiiuiiuiiu,uupululllIpllllllI1I11IIIIII1111WpI111111 I�Iplplplpl�plplplplplplNIWIIIIIIIIIIIIIIIIIIWIIpII1„III IIIIIIIIIIIIl1p1111d IIIIIII IIIIIV11, µII 11111111i11 I'i'1 .w....�,y illi III IIIII( �, IoNuuu11111g1 .��, 111 .,1�� � Juuu„IVVhV pMllllllllllllm � 1o1i1Y"1I'�bw I�Vlllllulu�m u tll i l 1 h ,10110111111,01), llll 111111111 1111111111 IIII 1111j1I1 �IIIP1 II I11111111,111 ' 111N 11 a�o1 IIII IIwmW11�� pi 11 i I 1 MINI N N1NpId1I11IiWlllllll111 1,gllll 111 ,IIIII' 11 11gi111111111�um p11lliu 1 I1 11191111 1111 1 III IIIII1 11 II ill ijjpul, 11111i1 II 11111�1 II I'll w mNu000100 1YIIIllllllll III IIIIIIIII11IIIIIIIIIIIIIIIIIIIIIlllll°1°°IIIII I1111111 IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIV IIII III IIIIpJllilllilllllllllllllllll IIV�1911iilliiilliliiiii iIIIII 1,11,1110 1111uJlll Ill lllllllllllllllllllluuu III IIII I I lllgl (IIIII Illllllllllllllhllllll uumlihllll'Illlh'Iulluuumuluuu IIII muu11111111111111111111111111111111111111111111 III 111111141111h111p1 111111111111111111111111111111 11111111111111II uuuuuullllllh uIII111111111111111111111111 III IIIIIIp11111 IIII I1111 II II IIIIIII IIIII1110101111,0110111111010 ylllliiiP°°°°u1111 IIII II IIIII lli iil IIIVIIIIIIIIIIIIIIIIIIIIIIIII lulllli dl'dl�ll'dIUIIIpIIIIIIIIUIIIppgllllll 11 IIIII I um uuuul uuuuuuuuuu uul m uuuuulll IIIIIIIIII IIIIIIIII 111111111111I uuuuuul IIII 9'iII11111111 I III1111111111111111111111 1111111111111' 11 llllllll lliiiilllll1111111111 IIIIIIIIII y111111111IIIII1IIIIIIIIIIIII 1I 1 IIIII II III I I IIIIIIIIIIIIIIIl1111111111111111111111111 I1 d Vly!ll'116961 llhl hl;11111;11111 IIII11 Il'iiiiiilllll11111111h IIIIIIIII IIII IIII IIIIIIIIIIIIIIIIIIII (IIIIIIIIII 1111 l l 111111111111 I Illlllliiili%II 11111111111 (IIIIIIIII 1 IIIIIIIIII1111111111111111111111IIIIII uul lil uu,wum 11111111111111111111111111111111111111111111111111 umumuuuu llllllll lllililuilll11111111Id'llllllllllllllll�' 1 111'"w' luullpll 1111111 11tl d111� MI pll"U ,Gl,a 1 "ry11' " I'1 ro o1u uu'1 ' 1 III 1,1I1�9� Ilpwllllll���,11 III 11111111p1'1.1110 u1u1111�1uti1 '"IIII 1UII� ' II1111IIIIII11111p 11111101 ' IV'1'11 Im11uull �111p1 Ij1IIII��II IIIm 1 11'u 1111��� 1 III 1y W I'i1 IIIIIIIIII IlVikw�""uu�moii 1u11d1 11 �I 11 (IIIIIII IIIII m IVI(, II I 1 Wum 11�� Vu�1 all 111111111111111111 U/L N��h000000WWONImfhIUNNI��ON�UINNOWONWO��IU�INhV00 I I I I I I I I I I III IdtlN1 MINNWMINI�IIMN��I�I�I��NIMINI��tlMWN�IIMN� IMIM!NMINtlIINfV! 5,51Ihntl!MMNIIIM Id! w ;,I uuull 11,11 u44lnl1lr11, mrI1mru,I111, lmr 1,11111NI 111111,11111,11111,41,4, 11 ��(O1111�iim1NMl lll IIIIIIIII�vUIIIIIIIIII r ��IIIIIIIIIIII�IIIIIIIIIIIII II I (IIIIII 1111 tlffdtllfmNll@ftlffMdfff1,ih14.11I1,11lV(Nfifuffllf11,11,11 0043 1�sm+Is111�1m �yy n 1; l In, 11 1 ' 11� Iu' ��mo 111111111111, "IIIIII uuluuuuuuuuulol,I�y„ q IUN Iu quuu„1 1IIIIIIIIII I11111IIIIIII 00000ggggggg0000ggggggr III IIII vv„� o000 0000001�� ul g000gogonll «rrm «0000Aol I yWYYY oa ollllllll° IIIIII nNl n„'11lu111; 114 NffNfdllV(Ni1tlfNf�fNINVIN01NINfdtlfilN(NOIOII4,111111,1m114 Frig rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr .00 .IIIIIIIIIIIIIIIII 11111.111111111111111111111 111111 11111111 511 volvIv1111111115v1.11 00,101,100,100 law 11uuIIIlVu'll11.11vil �lllllll 111 1111 11 1 1 d �i� R d IMnAA" dd 1(IMI(nN T SISSUSSAff I lluii I I I Iuluupl II' 111 III III IIIII1I1p1°11 1 IIIIIIIII1I 11lul;ulIll lIl II IIII II ..IIIIIIII IIIIIIIIIIII��Ilm �1 IIIIuuIuIII11�111 l�iiIllIloIIlI°oIluull1111w 1111 IIIPII11v,II 1 R I" 1111mwma00000fmhR'111"'1111 J ' P uumu ag4u u� iT� xu I, I. I11 �o I1 IN� liilU �� �' ,Iyn I � � " �n1� �oi�no u��1n� III u1u° Illlluml uuuuuuuu 11 uuuoolll I .IIIIIIIIIIIII 1 WI1 Iu91 IIIU" IIIIIIIII II „IloouwU UdI I11 1� u11'III Iid1 .IIII �p II mp®�F��I P 1111111 IIIII1111VIIuU!I / III° Ium°'��iiulllpppplwuml 11 II ul 11 lu IIV III IIIIV°III II l 1 1 rk m II 1i Ifft fittliC „Ills IU NIry11 IW VIIy�� I � nl�„ �I, � III'lll1� IIIu1111I l 111Uh � IA VI , I, 111q .,I. upUu�. ly I��„111�°I111 n wrl�Ilulw�wr1111 I�,'Iuluu111 "^w�n111 1 II�1 , I 1i �nmm„„ II.IQ�,IIVI, IIII 11111151111i 11 1111 Wu llll .IIII I'VI,Iuluu 11ill11,i'l IM i �I II1110,1 uuul�lilll°111tl lliltltlVVmi °III ;fjtl 11N1 III uuu11111I III uuuuuuuuuuuuuuuuuuuuuu I u11 �VIVIVIVIVI�'A'IIVIVIVIVIVIVI�'A'IIVIVI�'A'HIV ��1 N11tltltl111'II IIIIIIIIIIIIIIIIIIIIIIIII IVIINuu11u11 �r � fllllllllllllllllllllllllllllllllllllllllllllllllllllllil IiIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiii lilllmlllM'�INM'�Illli�llillllllllll�'NINIIiIIIIIIIIilliiiiiiiiiiiiiilllllll�IIIII�IN'MIIIIII I �' Vllllllllllll IIIIIIIIIIIIIIIIIuullil luullp°III .IIIIII IIIIIIIII mIIIII VIIIIII puuuuum a lI IIIIIIIIIIIIIII IIIu1,11,1111°' 11111111 �. IIIVIINII I I II' IIIIIIIIIIIIIIIIIII Il Jhuoullllllll 1111111111111111111 11' 11111111111111111111111111111111111111111111111111111.111111 �11�11 Ill ud1!i� I II I 1 uu U�J ll 1111iliiiiilii�pl11111 IIIg111 I I II .IIIIIIIIIIIIIIIIIII III ' v'II'"IRIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .IIIIIIIIIII111 II III IIIIIIIIIIIIIIIII 11 11 mu IIU a 11 1 ' oH'il " 111IIi N'fi11I mlllola111pI1'Vi , II IIIIIIlllm 'I" j1,1 P�YIIIWIIINry IIIIIIiil111 IIIIII IIIIIIIIIIIIII111,11 llll' li,11,11lul 1111ll,1„ illiw 4.11111111... 111 Nll111111111111111111 111111111111 IIIIIuuluuu11 IIIIIIII11011I I111111111b IIIiVVI'111liillll111111ml 11111111 V111,111111,11,1511111,1,11,1111 w1I'1o111 V11111111VNmr1um1Ulll�u d m.114 I'Iw 'I�1u1ullll1l1�il� uinl uu'IIlI' 1101" I I VIIIIII u I I 4 I V NI 1 1 0 1 m" p 1 11 1 III 1 1 IIIII�, 11 nNiIIII j1IIII�I lI1IuII luiu1 u nllI1 II1u� � 1u ll I"�'I1 I II ' I I n �1 1 " I 1 1 I " 1l ! I�I II I1 I 1 l 1 '1 a ' I INI 11II II VI II I lII u^ r VI' h IV Vl V u VI ' 1 1 �I II II 1 Iu 1 1°' 1 I u uI u 1 I uI I lI 1I 1 lu nl olu' I° 1I IuII .II IIlIIIII IIa II I IIlIl I1 oI l 1 w m I u m u 1 l lj IV'1 I I1 Iu I1 1 mI1IN V1I 1 NII lIV 1iI lII I I IV II puul�.IIIuu�IIlIVIl1IIll1IU'1III!1�I IIl!IIIIilIPIIuIIII Il�IuUltl�o.1 pU�IllIi UllIu IlIu1, 11Il0 udl�1a1pN1, 1 I1I1I1mN1I�1I �1l1 lI1m IiIl NlI V IdlIhI^�wIlui1 1 IIllI' IdInI'd mjl IlI' 11 IMo Il f 1111V1N111NII uI loY I'1IIw1IIlu1l lIi1l11l 11 I1ll11uuIm1u II II 11 m IIII IIIIII' IIII1111,1'lllllllI In11IR�uY�IIIIIII IIIIu 1a111'u1I a I111 1 1 IIII 14,111111111114 11IIIll P1I wIIIIII I IIuIINIII1I .V;1IwuImpI IN•II1VyIII 1IIIImI UmI 1" 1 1iii 11 I1,1 'lll' "II V II 14,111 I° 1,111111111,11111111,11 1lh'YI III I lII , I I I l l l l l l u „ 1 1 1 l m l l 1l j 1l l l I 1 I I IV I ' I III P Iu I IV 1IIi 'I1 I 1;IliI miI I l1I lI lII lIIll II dI mIl I 1I 1I 1IlI u1wVV1l 1 � M1I 1 I 1I III, iNVI V1 l'I1I1 Im III 11,1, 1411,1 11, u u'�'hIIaIlVl I 1 1 1 1114iII1111111 01111'1111,11Ui1j11I1C.;IIII111101ll Nitl ��1I u I I I q � '1 III 1111 awl'II �' '1wll10w1 h1 I IlIl 'II 1 1� �OIIi°'u:j; 111 wI V I 1 ' I �I II u 1 N' w 1I II" II N. I11 I�u IuI I uuuu u l l i ° 1 1 1 1 1 111 � im,1 1 l llI "I r III I � Vu PIl l �� u�� u u Iu 0 1 ' 1 1 1 ° � 1 11 n In N 1 1 I�IVIldum�I IVIiill V V l i r�i�� r,r�In IIdIm �111,1molllll°Ill w , � � 11 11, wlImou N11I Vlll Iu1I ua1 Nl1 1II? IIV��i011�In uuuliliN a N111u111155, w III�ImU 11d1 rtnI 11111111111 1111111111111111 11111111111 1111111111111111111 111111111111 IIIIII „111Illllllllllllh .IIIIIIIIIIIIIIIII Iuii1111111111111111 111111 II IIII 411111111111115 1111111111111111111111111 I111M11111111111,1 IJIIIIIIIIIIIIIIIIU'l �I'�IIIIII'�III�IIIII 111mIIImii VIIIIII IIIIIII�n i1111111 I III 111 �I �IVu1111 uuull'I'Iifluuuuulll "1111 u � Iilll uuuu IIII llllllll' III 11 `IIIIII Iu II IIIIIIIII IIIIIIIIII lino 11I,11lllllnnl"U� � w l I�Illlh�� a 11%vi IIIIIIIi� 11 I1 I w 1 II 11 %nln II�r I III 11111 111111111111111111111111111111111111 i uuullouuulll nlullllll „Ilt110111 `` �1�1111�111111111111111 III �/��,' I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIII'(i 1� r N uhuuuuuuuouuuuuuuuuuouuuuuuuouuuouuumvuul a IIII 1111I I' 111111,�111,� I C I" //�'1111111111111111ii1 1 muulu i J l Hd� IIImlouluuuul I NI Wl�I�uRu�1I�IRiRi�IRi�IRi�l�l�liliilil�p w�WWWWIIy'W h�ouuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu �11114�4�i'1N\`m4m uuuluuu' Illiii111l11 ,�n 111 11,y IIIIIIIIIIIIIIII01111111101 j' ��i11w�i1w11o'11NNNm��,u��rNrrro 111 �MIW".. 1 y�VNVIIVVImmmluiululy ��I�rrr ,,,-„ dl luillllll III" �'111111 Syr ' i %dirood6�� I lry V mnmrll�no� I111y N,m PA"N111 1 1 1111 I� I Iin�xlluG ul �q rD P V 1'i wnrrtrnuuwnl I un&1 �1�aul 111 'rlDiu UW»�I»rAU�1'�I"111 I U ryv>wrvv I ' l o> > >no�n u» ncro r it w w»lu/m�n r� Mail ynrvm�tn�innvrvirovnn' 4181 1 11 11i1Y� vvb P4" (IIIIIIIIII Ihisrviva 1 111� IIII 011 V IIIIIIIIIII"In'i I�I IIIII ^ IV IOODlllpn»ro)01 1111 IIIIII I rmrmnmmria» ovvnv rr��anv� rw!rvu lu�iilvri a%ii� u�i+viili vi Ir uiiimWiu ����Ill�lllllll, 11111000000000000°, 'aann»In»ae�r 111111111111111111111111111111111111111111111111 000000000000000000000000000000l III11�1111111111111111111uuuulllll u11N�WPV1IVullimuuulu1i1i11o1111V1i11111111vuuulluuuV111111111 1111 1111 J u1 III 11'd1111111w11 1111111111111111111111 1111111 II 11,0111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 �i//'IIIIIII ��l�r�f lloonn m I Im u I AY/ Alit uuuuuuuuuuuuuuuul ��J��y7WIli�I�y�ui�1��ID�Yf�N1 IINN� r,�umry uwlrou�uy,Nu�vryNlu u IIIIIIIIIIIIIIIIIIIIII„"I;IIIII;Iiiiii19'YI1 1 uuuuululVloloulillulll a �m 1e�e�eo J11���11 IIIIIIIIIII 1' II11 II III 1 III IIIIIIII I IIII IIII 1111 I IIIIIII yfi�M^M0M11N��AI�W�'fl�Vi�IN �r�IVIWYNiJbyNiWW1;1��1WYfUVI�'jyiWWIW ON I l 4iD V �VUu1�hW 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII et py11y��uy�11�y�y�y�yIyyJJyyJJpp IM^flMNiAfHNl�if(f'� muulivuruu � "°�"' 0 1 1111111111111111111111111111111111111111111111110 ,1 �IIIII111111111111111 � 1111��1� �II�I YYYYYNMINNINNIM�iMIMNIW Iliiiii�iiiiiiiiiiiiiiiiiiiiiiii"""'III' � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN � I11 11111� 'I ° 1 1M1MIM1V1RV1ul^IIVIIVIIViN1111 II� 11,uVluuuu 1111uuuuiMluull II 1111111111111111.1.11.1111111111111111111111111 11 11 IIIIIIIIIiI111111101,11011111I,1 „Miiu11111 NAIII 11,11 'IV muuum I1 I°mm11111111111111111111 ll 1\1\\\\NVII\I 11,4 r♦uuul IIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIN „ ,1111 m�muuuuuuuuuuuuuuuuuuuuuuuuuuu gull III III P11111111111111111111111 � 11 IiMIMiIMiIMh�liMlMilMilMilMu 1�111111111111111111111 111111111111 ����� 111111111111111 IIIIII 11 11 '(IIIIIIII I Iill II IIIIIIIlu1 I, 1,11,111,111,111,111 til %1 11111 u u l l uuu l uuuul iiiiiiil 1i1111°'11111111111111111 1 °11'111,111„1„,„„„11,1,1111,111111111111 1 111111111111111111111111111111111 uuu"" 1111 1 �1 1 dllllllluuuuuum o 1111111 1II I IIIII 1 IIIII IIIIII 11rill 101 111 N19 MOM MN mmlluNmmw�,Q'IpDVuMVuuuMm�NIIUIN Mh(>144N4N8WM1Y(�IINS�l�f04V14S410,11N' III uu u11111 11111uu�1111111'IuI�u1p11II I WIII1111°°I194p111IIIIIIIIIIiiiiluuu111111 00I WIIIII Ii111u, II 111,11, "IIINu'NII1111 lull olM IIIIIIIIIIIINIIII111011111111 NN J 1111 �1111111111111111 1 111 '411I 11111111NI��� Ib � IIIIIIIIIIIIIIII I��I'��� a 111 II1 Vu111111 1 p M11111 �I�II�II�II��II�� uuuuu1111111111 IIII II'1 1 1 1 1111 u uullluuuuuuullllllllllll 1 11 uVu111111 1 11 1 11 1111111111 11 111111111111111111111Jiiiiiiili1111111 1 1111111,' ' a 1 11 ' I u1 1 11 11Ii; Viuuud11ii111111i11°111dill19i1''I'dld'I0IIIII'd11111111111 '� 1p100I000.II1II0IINNhdd11111111111111 I1I11111 1111 1111uuuuIIIIIIIIIVI 1 1111111uuuuuuluuuuuuuVll 11 1 'i1111yi1Ih 1 11111 1luullluy 11111mNN11I11uuu1Vluliuuul uuuuuu""'uuw 11111 a uuuuuuuuuuuu 11 11111 1111111111 uuuu11o111 IIIIIIIIN 11 V 1 y111 1111111 111 uuuuu111111u uu1111 1 1111111111 1111111111 a i1111111 11 1u IIIIIIIIIIII uuluuuuuuuuuuuu�l lllllllllllull'111 uu I1IIIu1 '1111111VIIVIIIVIVIIVIIIIIIIIIIIIIVIIVIIIVIIIIVIIIIIIIIIV I NI M 111111111111111111111111111111111111 ou omwoov 11 11,11,1 IIIIIii' 114Ii1u11 111u1111'11u11111i1 i1111111V 1 1 1 11Vi1 111 p11 11 91 1 0l III rvIi�111u11Y i 11111�III�IV1 1, lul11"u1I1u11111111111 1u MI "11111°�I111 I�� 1 11 11 �1j N III 11u i1u ' u1 11IQII'1111'111 Iu 111111111 V11 111111' 11um w uVugpUl"i � V 1 1V 111111 p1h11'I"11 'u" lil'11 I'Iry1"111I '111udgm11M 111 1 I 11111 11g111iI11IdII11ju 111�W 11Iu p llulluu 11upp 111hV'uuluu i11udm 1u, II�u111V111111111tluv 111 I INIVulul ul V ulu 1 ml'111111y11i111i1j1111111'11 1iillli iV'1111 11 m1 11119VI�llVmi I 11 "111111MIIiIiI111 IIIIIi111�1111111uIVVu'1 uIIY11p1111 'I^III11� 11 11 1 1 11 I 1 uu 111 IV1� V 1u1' q1 1 'I u1' v 1 III 1u11 a 1111 1 1 11 1 u111' IJ 1 u11u 111 1 111m' 1 1u cull w 1 I�IIIVIIu "11 I 1 II 1 u111 IIIIIIII IIIIII IIVVWpu 111 1111V II11 IIII 11 III m IIII lu 1 II'11III1iid11 IIII NN W IIIII IIIIV111m1 d"IIIIIII 00(1 ^IIIIIIu' 1 ul' 111uuum u1 uuuuuuuuum uuuu uumuu11111u1u1u1u111uum 11111 u IIIIIIIII CNN gg1111 IIIIIIIIIIII III IIIIIIIIIIIII 1 0;;;;;;y;1 M111ouumNWNooiopool@II Y IIIIII1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 pllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll \ ttlIt%1)„)?1,0)1,,,, ,IIII / ,r,, .111111111u111 ���� 1111 ,,,,0000000000000 111\ N' IIIIIIiiil mlluuuuu1u1p1u1u1Mom1 m 11 u i�uFol�r�rw( 1�; 11 rrsrrerrrr� a IIIIIII ,Vu1i11 %MW IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII III l'!'10 t` IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II II � Illlwwuulmuulllllllllollollq� � �11111��11111111111111111111W�11111111111111111111111111��1WW11uV�WN� IIIII�IIWIIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII6�N II�UUIIIVIIIIIVIIIINN'� IIII 1'11�1i1 uudlll I h' IIIIIIIIIIh1 1 u11111 111111111 111111111111111m 1 1uuu11 VI u1 III Iw uuum 11Iluu'luul,l,, �io,u Nlllllllllul eufilriinilrr V 1111111111 111� 11' 1�I 11, 1 II iiI1No I^I11^^�liiiulM���II191NVIIIIIium I,Iiil111i°' 1Iu111 IIIIIII Io 1 INI"IIV�,� 111�IIIhi11111� 111uuuup�P11 IVIIIIIIIIII 11 �I d 11mInMVWVu III1111w1111111111111111111111111111�1111�111�1�11u111r1'911�II; vauer,rnxnara�xr�rtluw I ernrxrvnuwrrrrrr I ,rwRm rmrwree nnu lynlrvlronnnm p SY»r�xrr»n n4dr�y�udrRvLwJth�r>uripriEvvE�irrIIM!'7rr;9iri�T inn �runnmanio w mlvi wuuuv�r,ul lvv rnr�unru Ivlvivlvuuluulvunnrvrnwlvar, W """IIIIIIINI�Iluuuill1WI�NNiiiiIW11111111111111111111111111111111111111111 ullllllllllllllllll lllllllllllllllllll IIIIIII ^Iu1111 1111111111'I�iiiiillllllllVuuulllllluuuuullllllllllllllllllll """"' uullllllllllll llllllll�� IIIIII ImiliiiiiiiiiiiilV�iu1 uuuu�IWllllll� IIIIIII 11" 111 III1�'l ' u1 Vlllilllllllllll11111111°°'�"'''""""'u1°4111 IPIiII�VuupuIIIIIIIVu1111u 11 IIIIIII ��d�U1�1111;;11111111 IVWm 1 1 N��1 Ills �IIII,I1 I 'IIIIII" mr lllh 111 d?ui6 sm111u111u11 um 1111 II II IIIII'A�I it r� u m r Jrr DrY1l 11 yYIIYY yYI yYl7 �lyYUl ��'Iioumm 1,:1muuu 11,,,,u11uuuwum1u111uu11:111 1:111u 111:11 1g141 umlumluuul1111:1uuuu:1111:uuumuuuuuuuu:111.1N 11 1°uuulwnwuuumuuwrvnmuuouumouluuouuuouuuumuuuuluuouuuumuumuouuuouuuuuuuuuuuuuuuuuuuuuulluuuuuouuuumoluuuouuuuW'�u 11111111111111111111111111111111, uuuo�urc"m1rc"m"m"mm»"mn""im"omu"uo"1m""olluumomuuuuuuuuuuuuuuuuuuuuuuu1U11Um 1Uo1 UUuuuu11111111111111u rdPN70W0>7PNiP�Pbi�iPNiP�i�iG6iPNi?�PNiNiiPryju��iPWP>Yiu�Pl;^�OI�IIIOfI �P;�O�D�i?MO�DJ ItUIIIIIIIVIVIVIVhMIIN�IYWW�111M��tl� 11 II�VVmIuQIIIImIWrMI(WIm�V6(((�`iIM`i`�` 111 p1,i J1111i I'wu11111I'111111 I111'1111p1; I1'11I1�^ IIu11l11IIj"1'11'�1'VIIIIiIV'I1^^1 IPo h1,I110,10100N u111 1u j11i1M 11111 1um0J ul" 1ii"'111 111111111111uo °11 1 "I IIIIII "� IIIIIIII u0VI II1°II IVIIIIIllw 11I1I11 VIII° I 1 11 1 II V1V11 duM1,1Y11I11 1 N,1 YI 1IW111111 111 ,1 �tll°'lulu 1 JIII I 1111�111 11 11111 I;1''IIu,11io1111VIli�jjj111111I� will°19111Nuo1 Vw 1111 I uo 1 'I11�111 1 11111 V1 1"0W ^1I111,III I�I I" I'N11� �1 1 1'l luul'WIli1� 1Vm 11uVIIIIh1J1 I 191 a1111 o1p11 Bill 1IIII ' II dlllli � 11 uu1N I 1101u 11111J111111 IIII 1 i11 111110,.11lll11111 1 11111111011111uuuuuuuuuuuuuuuuuuuuuuu uuuuuuuuuuummmUWUVUVUUWVUWUWUUm�uVUVUUWVPIVVVVVVVVIW .... h1� 1 ��111�11 uuluululuululul11111m Wuululllllllllll lllllllllllllllllllllllllllllll611 �«m�rmr mram«rlruu" mllllll l`�T irnmmr WW�IIIUIIII�IIWI�III�IIIIIIIIIIIIIIIII�IIIVllllllllllllllllllllllllllllllllllllllpllllllllllll I uuuuum W 1uu 11"1I,11,11,11111111111111111111111111,11,11,11,11,11,11,11,11,1h1h 'IM'U111u111111111 WWI WIIIIIWNWIWIIIWWIIIIIIIIIIIIIII�NV p 11 IIIIIII 11111111 1111 '111111111111111111111111111111111111111111111111111111,, 11111111111111111111111111111 II IWIVUpuuuluuuuluuuuuuuouuuuuoouuuuuuouuuuuuuuuul „uuuuuuuuuuuuplVupuuuuu111 III 11 (IIIIIIII MIIIIIIIIIIIIIIIIIIIIII1111111 VuVoVl,,Hull,11,1tlulutlul11111u1,11,1uVo,111,,m1111�11111 IIIIIIIIIII pV1111�111111111IlupquVlllllllllVVVu11 NNN ppII1 1 0l"1111111,11111 uIII IIII 11IIIIIIIIIIul1111� 11'11'111 1 NNIm 1i11161 III III 11j1 1dl NU111I�IIIIloulluuoolllllll111111111 p111111111111111111111111111111111loll 1 00000000 oom1111 oolooloolooloolooloolooloopN 111V V muuuuuuuum�luuuuu �111111��1111111111NN118 ulVouuliuo I iiouuuio� I "�' puuuuuul uIViVIIVIIVIVI°1VVVVVV000,a„' 1001 110111119Vll 111 OI11IIIIII NI IIIIIIIIIIIIIIII 111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIII IIII111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IliPliiiillllllll IIIIIIIIIIIIIIIIIIdiiiilllllll 1111111111uII°I;p111u1111111111111u1111111 uuuuuuul111uu lluu141111111P1 IIIIPI 1111111 ll IIIIIIIIIIIIIIIIII!!IIIIII 1 III IIIIII 11,11111111111111111111 voIIIIIIIWNII���iiliiil��itlllU ulluulr°11 duhll u1 m11111191V Vg1W� Iuu„u111JIIIIyu, P "Lighting the Way — Yeste MEMORANDUM IC UT T ay, day and ! eyon TO: Shakopee Community Development Department FROM: Joseph D. Adams, Planning and Engineering Director SUBJECT: STAFF REVIEW RECORD COMMENTS for: Riverfront Bluff Apartments — Preliminary & Final Plat CASE NO: SH-099852 DATE: 2/18/2020 COMMENTS: Municipal water service is available subject to our standard terms and conditions. These include, but are not limited to: installing a lateral water main distribution system in accordance with utility policy, paying the associated inspections costs, granting any necessary easements, paying the Trunk Water Charge, and paying the Water Capacity Charge. Underground electric service is available subject to our standard terms and conditions. These include, but are not limited to: entering into an Underground Distribution Agreement, granting any necessary easements, and paying the associated fees. Street Lighting installation is available subject to our standard terms and conditions. These are contained in the current City of Shakopee Street Lighting Policy. Applicant must pay the associated fees. Applicant should contact Shakopee Public Utilities directly for specific requirements relating to their project. Note: An 8 in. watermain shall be extended around the north half of the block. The Shakopee Public Utilities Commission will reimburse the developer the portion of watermain along the east 120 ft. of the block fronting Levee Drive. It is anticipated that the 8 in. watermain that will be extended in Atwood Street will be completed as a part of the City of Shakopee Street Reconstruction Project for Levee, Atwood and Scott streets at the Shakopee Public Utilities Commission's expense. Developer must use or remove the existing water services extended to the existing properties on the block. The existing water services consist of four 1 in. water services off of the watermain in 1st Avenue and two 3/4 in water services off of the watermain in Atwood. Developer and SPU shall continue to work towards an agreement to relocate the electric distribution facilities in the vacated alley. Wm IIIII iDmiuio l o 00o m o o I o Ili I m it IIIIIIII I INIM III Im II 00 IN 0000lllool mill Imlmlmullllioluuullili oilolmlmull0000lll oioioilolmlmoiol uu III ouou Ill 0000lllDllillou o Doll to II JNNWINNNNWiWDUWODDDDINNIODIIODIINNDWI!WUdWIWMNININIUdWIWI.WVDWDWidW!WWWVDIUDWDWNINWJD;NIWINWJD;NINND0WWN90'WININWW9WNWWNN�N.DWDWDWDWDWDNdWVW;WINM1'DDDDFkN,h'DDDDDDDDDONONWWNWUNINN009.NIWWDWDWDWDWDWDNdWW"NWPDDDDDFkNAID'mID'W9N,h'DDDDININMNIWNMNMNIWNMNW9WNN�NNWWMWDNdW. �h'WWUPWINNIWWWD0D0NIWDNNI.9NINWIIIIII.NNll0D0DIMWWmDINIDWNIIIIINllOWWWWllNllNllNllJNVNDINIDWNNNIIIINWllNNNWDWWWWNWWWJNWNUNUOWWWWUWWWWWWWWIWWW➢DWWWWllNllNllmDINUNWNIWUWWWUWUWUWUNOWWWDWWWWDININNWNIWUWWWUWUWUWUWNWWIWWWOWUWWWOWUNWWWWWIWWW.NINNOlN19WWUWUWWUWWWWWNWDWNDWWNWWN�WINWDWWNWWWDW1NllNllNNIWDNllNNUWNUNU Post Office Box 470 255 Sarazin Street Shakopee, Minnesota 55379-0470 (952) 445-1988 � fax 52 5-.7767 I ..splaceI.cOr. Il ll�l Reliable Public Power Provider Page 518 of 617 RESOLUTION NO. R2020-038 A RESOLUTION OF THE CITY OF SHAKOPEE APPROVING THE PRELIMINARY AND FINAL PLAT OF RIVER BLUFF ADDITION WHEREAS, the City of Shakopee, applicant, and City of Shakopee EDA, property owner, has made application for Preliminary and Final Plat of River Bluff Addition; and WHEREAS, the property upon which the request is being made is legally described as; Lots 1 through 5 and Lots 8 through 10 inclusive, Block 7, together with that part of the vacated alley in Block 7 accruing to said lots thereof City of Shakopee, Scott County, Minnesota And Lots 6 and 7, Block 7, except the North 30 feet thereof, together with that part of the vacated alley in Block 7 accruing to said lots thereof City of Shakopee, Scott County, Minnesota And The North 30 feet of Lots 6 and 7, Block 7 City of Shakopee, Scott County, Minnesota; and WHEREAS, notice was provided and on March 5, 2020, the Planning Commission held a public hearing regarding the River Bluff Addition preliminary plat, at which it heard from city planning staff and invited members of the public to comment; and WHEREAS, the City Council reviewed the Preliminary and Final Plat on March 17, 2020. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Shakopee, Minnesota that the Preliminary and Final Plat of River Bluff Addition is hereby approved subject to the following conditions: I) The following procedural actions must be addressed/completed prior to the release of the recording of a Final Plat: A. The final plat must show the existing Highway Easement along County Highway 69. B. The lot lines at the intersections of both Atwood Street and Scott Street with County Road 69 must be adjusted to have 15' sight triangles. C. A detailed lot area drawing must be prepared showing the total plat area, the total drainage and utility easement area encompassing the 100-year high water levels of wetlands / 1 of 2 Page 519 of 617 stormwater basins, the total area of right-of-way, the total area of conservation easements and outlots, the total area of bituminous streets and the total lot area. D. Provide electronic files (AutoCAD and Portable Document Format — PDF) of the Final Plat to be recorded with the datum on the Scott County coordinate system. II) The following items need to be addressed/completed prior to approval of a grading permit, a street and utility plan and/or a building permit: A. If a trail / sidewalk easement for the existing sidewalk along County Road 69 is not recorded, a sidewalk / trail easement must be provided and recorded. B. The developer must obtain approval of the storm water management plan for this development prior to the issuance of a building permit. III) Following approval and recording of the final plat, the following conditions shall apply: A. An 8" diameter watermain shall be extended around the north half of the block. The Shakopee Public Utilities Commission will reimburse the developer for the portion of watermain along the east 120 feet of the block fronting Levee Drive. It is anticipated that the 8" watermain that will be extended in Atwood Street will be completed as part of the City of Shakopee reconstruction project for Levee Drive, Atwood Street and Scott Street at Shakopee Public Utilities Commission expense. B. The developer must use or remove the existing water services extended to the existing properties on this block. The existing water services consist of four one -inch water services off of the watermain in Atwood Street. C. The developer shall continue to work with Shakopee Public Utilities Commission toward an agreement to relocate the electric distribution facilities in the vacated alley. D. The developer is responsible for costs involved in relocating the existing Comcast Cable facilities in this plat. E. All existing driveway accesses to County Road 69 must be removed. F. All work within the Scott County right-of-way requires a County right-of-way permit. G. Ponding, berming, landscaping and signage are not permitted in Scott County right-of- way. H. City Code performance/design standard details will be reviewed for compliance at the time of any building permit application(s). Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held the day of , 2020. Attest: Lori Hensen, City Clerk Mayor of the City of Shakopee 2 of 2 Page 520 of 617 *4.D.5. Shakopee City Council March 17, 2020 FROM: Michael Kerski, Director of Planning & Development TO: Mayor and Council Members Subject: Application to AARP Community Challenge Grant Policy/Action Requested: Approve Resolution R2020-031. Recommendation: Approve Resolution R2020-031. Discussion: The Planning and Development Department is requesting to apply to the AARP Community Challenge Grant which is part of AARP's livable communities initiative. The grant is intended to sponsor projects which can be completed within a six month period and connects residents of all ages. The department is proposing to have a mural painted on the outside of a downtown building. There are several locations which are viable, and the city will obtain permission prior to the start of the project. The mural will depict downtown Shakopee's history which will tie in nicely with the cultural corridor project. The community will be invited to provide input on mural design and help with various stages of the painting of the mural. Upon completion, this mural project will create a more vibrant downtown atmosphere, build a more active community, and involve residents of all ages. Budget Impact: No match is required, so the budget is not impacted. ATTACHMENTS: D Resolution R2020 - 031 Page 521 of 617 RESOLUTION R2020-031 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA AUTHORIZING THE CITY TO SUBMIT AN AARP COMMUNITY CHALLENGE GRANT APPLICATION. WHEREAS, the City of Shakopee supports the application made to AARP Community Challenge grant. WHEREAS, the application is to obtain funding for the community involved mural painting located in downtown Shakopee, and WHEREAS, the City of Shakopee recognizes no match is required. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, if the City of Shakopee is awarded a grant by AARP, the City of Shakopee agrees to accept the grant award and may enter into an agreement with AARP for the above referenced project. The City of Shakopee will comply with all applicable laws, requirements and regulations as stated in the grant agreement. Adopted in adjourned regular session of the City Council of the City of Shakopee, Minnesota held this 17th day of March, 2020. ATTEST: Lori Hensen City Clerk William Mars Mayor of the City of Shakopee Page 522 of 617 *4.E.1. Shakopee City Council March 17, 2020 FROM: Jeff Tate, Police Chief TO: Mayor and Council Members Subject: Application to COPS Mental Health and Wellness Grant Policy/Action Requested: Adopt Resolution R2020-029. Recommendation: Adopt Resolution R2020-029. Discussion: The Police Department is applying to a COPS Mental Health and Wellness grant to seek funding for its "Check-up from the Neck -up" program. The application is requesting $12,000 which covers the annual cost of all police officers and the Victims and Community Services Coordinator to attend a one and one-half hour, one-on-one session with a licensed psychologist. Budget Impact: No match is required; therefore, the budget is not impacted. ATTACHMENTS: D Resolution R2020 - 029 Page 523 of 617 RESOLUTION R2020-029 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA AUTHORIZING THE CITY TO SUBMIT A COMMUNITY ORIENTED POLICING SERVICES (COPS) MENTAL HEALTH AND WELLNESS GRANT APPLICATION. WHEREAS, the City of Shakopee supports the application made to COPS, an office of the U.S. Department of Justice, Mental Health and Wellness grant. WHEREAS, the application is to obtain funding for the Police Department's annual mental health consultations ("Check-up from the Head - up" program), and WHEREAS, the City of Shakopee recognizes no match is required. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, if the City of Shakopee is awarded a grant by COPS, the City of Shakopee agrees to accept the grant award and may enter into an agreement with COPS for the above referenced project. The City of Shakopee will comply with all applicable laws, requirements and regulations as stated in the grant agreement. Adopted in adjourned regular session of the City Council of the City of Shakopee, Minnesota held this 17th day of March, 2020. ATTEST: Lori Hensen City Clerk William Mars Mayor of the City of Shakopee Page 524 of 617 *4.E.2. Shakopee City Council March 17, 2020 FROM: Elizabeth Carlson, Evidence Technician TO: Mayor and Council Members Subject: Authorize Disposal of Surplus Property - Bikes/Miscellaneous (F) Policy/Action Requested: The Shakopee Police Department is seeking Council approval to declare the listed property as surplus and authorize its disposal. Recommendation: Staff recommends that council declare listed property as surplus and authorize its disposal. Discussion: The Shakopee Police Department is requesting that the attached property list be declared surplus. The property has been in possession of the police department for several months and ownership cannot be determined. A list of the property was published in the Shakopee Valley News as required by City Code. Customarily, unclaimed property is sold through a public auction and bikes are auctioned at the City's Wheelies event. Property that the police department deems inappropriate for public auction is destroyed. Budget Impact: There is no impact on the police department budget. ATTACHVIENTS: D Surplus Property Page 525 of 617 Declaration of Property - March 17, 2020 Case # Item(s) 19026768 Purse 19017825 Ear buds 19025773 ;Cordless & Impact drill 19028477 Laptop 19026971 ' Bike Huffy On the Throttle Brand Michael Kors Apple DeWalt Apple Model Clutch Air pods MacBook Air 19027344 Bike Huffy Lakota 19028327 Bike Magna Outreach Color Serial # Tan White Yellow SN# 692833 Silver SN#MRX8EDH3QD AM HTC13 FA4805 Purple AL07C091573 Red N/A 19029079 Bike Husky HD 105 Yellow 19029090 Bike Mongoose Index 2.0 Orange 19029368 Bike GG Scooter bike 19029633 Bike Specialized Rockhopper 19021157 19031462 Bike Bike 19025258 Bike 15015634 4 DVD's 16004950 2 Power Unit Ballast Ballast 16024198 ' Cell phone 16024202 „.„.„,,,,,,,,,,,,,,„„„,, „„,,,„„„ 19002272 Gloves Flashlight Drone ;Computer keyboard Keyboard & mouse Battery charger Giant Next Schwinn San Andreas P.L. N extge n Apollo Apple Celsius Maglite Phantom 3 Razor Logitech Schumacher Cypress LX Blue Mountain Climber SX2000 N/A N/A N/A 5S N/A Pro Standard Ultimate MK270 N/A LED bar Alpena N/A Head phones Powerbeats2 Wireless Bolt cutters GX101430 Grey TD2088053172 Marron SNIDO N/A N/A N/A B24101013850 600 Purple Black Black HW0515 White Black I01632F01805678 N/A 16410E055CF9 N/A N/A Black ` FL4SK4R1G774 F360 36" N/A 3 smart watches Fossil Gen 3 Q Venture N/A Fitbit Nintendo Speaker 19015155 Headphones 19020642 Skateboard 19026000 Bike 19026354 19021997 Bike Television Fitbit Fitbit Charge 3 Nintendo Switch Pro N/A JBL Trekz Spitefire Next Schwinn LG Charge 4 N/A N/A Gauntlet N/A N/A N/A N/A N/A N/A Grey Black Black Black 606EM00042 15013094 Tool kit Craftsman Mechanics tool N/A N/A 15013094 Binoculars N/A N/A N/A N/A Page 526 of 617 *4.F.1. Shakopee City Council March 17, 2020 FROM: Ryan Halverson, Assistant City Engineer TO: Mayor and Council Members Subject: 2020 Sewer Service Lateral Pipe Rehabilitation Project Policy/Action Requested: Adopt Resolution R2020-024, awarding a contract in the amount of $434,570 to BLD Services, Inc., for the 2020 Sewer Service Lateral Pipe Rehabilitation Project SEWER-20- 003. Recommendation: Approve Resolution R2020-024. Discussion: The city's Capital Improvement Plan (CIP) contains the 2020 Sewer Service Lateral Pipe Rehabilitation Project SEWER-20-003 (see attached CIP summary sheet). On January 21, 2020, the City Council adopted Resolution R2020-004 approving the plans and specifications, and authorizing bidding of the project. In accordance with Minnesota Statute Section 471.347 Uniform Municipal Contracting Law, bids were solicited and opened on March 2, 2020. Two (2) bids were received and Musson Brothers, Inc., from Brookfield, WI, was the initial apparent low bidder in the amount of $425,277.50. The 2nd bid was from BLD Services, Inc., from Kenner, LA, in the amount of $434,570.00 (see the attached resolution for the bid tabulation summary). After review of the bid tabulations, it was determined that Musson Brothers, Inc., made an error on their bid proposal. The Supplementary Specifications prescribe that the lump sum line item bid for mobilization "shall not exceed 5 percent of the total bid." Musson Brothers, Inc.'s lump sum bid for mobilization is 5.64 percent of its total bid, exceeding the maximum. As a result, the Musson Brothers, Inc., bid is considered and recommended to be non -responsive and disqualified. Page 527 of 617 Therefore, the bid received from BLD Services, Inc., is considered the lowest responsive bid. This bid is competitive and consistent with past project costs. The bid amount is 13.1 percent under the engineer's estimate of $500,000. BLD Services, Inc., has the capacity and experience for the project and is deemed a responsible bidder. They are prepared to begin work this summer with an anticipated substantial completion in November 2020. Budget Impact: Based on the low bid amount, the updated total estimated project cost and funding summary is as follows: CIP Estimate Based COSTS Construction Cost Contingency Subtotal Eng/Admin/Legal Total Estimated Project Cost FUNDING Sanitary Sewer Fund Total Funding Budget $ 500,000.00 $ 50,000.00 $ 550,000.00 $ 100,000.00 $ 650,000.00 On Bid Award $ 434,570.00 $ 35,000.00 $ 469,570.00 $ 100,000.00 $ 569,570.00 $ 650,000.00 $ 569,570.00 $ 650,000.00 $ 569,570.00 The amended total project budget of $569,570 is under the original estimated 2020 CIP budget by approximately 12.4 percent and includes a contingency amount that covers any unexpected change orders, quantity adjustments and other miscellaneous expenses encountered as part of the project. This project is funded by the Sanitary Sewer Fund. ATTACHMENTS: Page 528 of 617 D Resolution R2020-024 CIP Sheet - Sewer-20-003 Page 529 of 617 RESOLUTION R2020-024 A Resolution Accepting Bids for the 2020 Sewer Lateral Pipe Rehabilitation Project SEWER-20-003 WHEREAS, pursuant to an advertisement for bids for the 2020 Sewer Service Lateral Pipe Rehabilitation, Project SEWER-20-003, bids were received, opened on March 2, 2020 and tabulated according to law, and the following bids were received complying with the advertisement: Bidder Amount MUSSON BROTHERS, INC. $425,277.50 (rejected) BLD SERVICES, INC. $434,570.00 WHEREAS, the low bid received by Musson Brothers, Inc., which was reviewed by city staff and the City Attorney and determined to be non -responsive; and WHEREAS, BLD Services, Inc., 2424 Tyler Street, Kenner, LA 70062, is the lowest responsive bidder for the 2020 Sewer Lateral Pipe Rehabilitation Project; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, THAT: 1. The bid received by Musson Brothers, Inc., for the 2020 Sewer Service Lateral Pipe Rehabilitation Project SEWER-20-003 is hereby rejected as non -responsive to the project contract specifications. 2. The appropriate City officials are hereby authorized and directed to enter into a contract with BLD Services, Inc. in the name of the City of Shakopee for the 2020 Sewer Service Lateral Pipe Rehabilitation Project according to the plans and specifications therefore approved by the City Council and on file in the office of the City Clerk. 3. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2020. Mayor of the City of Shakopee ATTEST: City Clerk Admin\City Council\2020\2020 Sewer Service Lateral Pipe Rehabilitation\Award Contract Page 530 of 617 Capital Improvement Plan City of Shakopee, Minnesota 2020 thru 2024 Project # Sewer-20-003 Project Name Sewer Service Lateral Pipe Rehabilitation Accounting Code 5872/6872 Fund Sanitary Sewer Fund Description Department Sanitary Sewer Fund Contact Public Works Director Type Maintenance Useful Life 30 Category Sanitary Sewer Priority 1 Critical for Safety/Preservati Status Active Total Project Cost: $650,000 This project constructs a new cured -in -place liner inside sanitary sewer services located along sewer mains that have been lined. Justification Sewer services in the project area vary in age, pipe material and condition. Most are approaching their life expectancy and pose a high risk of collapse or blockage. The sewer main in the project area was previously lined and the bituminous street is not in need of repair. This project continues with the rehabilitation of the City's infrastructure in the older sections of the Community. Expenditures 2020 2021 2022 2023 2024 Total Construction/Maintenance Engineering/Administration 550,000 100,000 550,000 100,000 Funding Sources Total 650,000 650,000 2020 2021 2022 2023 2024 Total Sanitary Sewer Fund 650,000 650,000 Total 650,000 650,000 Budget Impact/Other Lining of sanitary sewer service pipes from the sewer main to behind the curb and gutter significantly lowers the potential for a collapse or blockage that would require costly open excavation and repair of the street. 204 Page 531 of 617 Capital Improvement Plan City of Shakopee, Minnesota 2020 thru 2024 Project # Sewer-20-003 Project Name Sewer Service Lateral Pipe Rehabilitation y Illlllll w wwlwwllll mlll II II, II;;, °IIIIIpp, ipllllillll1111111111Vullllllllllll ullllll �y Iwm I pmumu� ill llll�llllllllllllllVllllllllyll 'I V91IV1911I' IIII II I Iwll1p IIII IuDnllllill lO,60s, M I tlW il,lllll� M V',1q 11 IIiIIiNy�III,YI�,INlpg, IIIIIIIIIII 1111111111111111 I1,„,1 u1 ulUpup191V1, II IIIryII IlI il�uuVuu. ..,.....�Iwi'I� 1'll IlglgliVilmiliV�uuui I Bull plll I Mil I II I I I illliiluillllill ihllllllllll Io�I IIIIIIIIIIIII hII IIIIIIIIIIII Ill�liiiiii' ulll�IIIIIIIII,IIIIIIII boll Illlllllldlllll I!!!I pwIIII'wwIIN°I �1111^IIIII ulllllllllllll VIIIINIiIi;;ll ;;IIII ' �II Iluilllllll West Shokopee iloOirool0000. a�yy�l I I uu 'Im iv >fooYI 41 MINI I���i II � uValll Ih 'Y PRO ' EC T LO C AT1O ,Iliiuu'I"Nul IIIII pl Illllllal, ,,I,,,IIVI'I I ullm Nlll� m IIbIIorII� III' I, I ui° w Department Sanitary Sewer Fund Contact Public Works Director UIV III I �aullll " IIII I I col 0� "' �,n"„� uulllulViN �HA� u u1 Illu' um��r"'I'11IIIIIIIIII Page 532 of 617 *4.F.2. Shakopee City Council March 17, 2020 FROM: Kirby Templin, Water Resources/Environmental Engineer TO: Mayor and Council Members Subject: Targeted Best Management Practice (BMP) Study for the Downtown Shakopee Subwatershed. Policy/Action Requested: Authorize the execution of a professional services agreement with Barr Engineering to complete a Targeted BMP Study for the Downtown Shakopee Subwatershed. Recommendation: Authorize execution of the agreement. Discussion: The Capital Improvement Plan (CIP) includes the NW Shakopee Stormwater BMP Retrofit project (see attached CIP summary Storm-22-OO1). This project is for multiple water quality improvement projects in the Downtown Shakopee Subwatershed where there is little to no water quality treatment of stormwater prior to discharging to the Minnesota River. The first phase of this CIP project includes design and construction of a stormwater treatment facility in 2020 that is located at the Scott County Government Center. A feasibility study was previously completed only to evaluate regional BMPs located at two parking lots at the government center. The CIP project also includes placeholder funds for future project phases within the downtown subwatershed area. Phase 2 includes a targeted BMP study for the remainder of the Downtown Shakopee area, which will help identify additional project opportunities that will be used for planning future CIP project phases. In addition, the targeted BMP study will provide the information needed to pursue grant opportunities to assist with funding of these projects. There are limited areas where water quality projects can be implemented within the Downtown Shakopee Subwatershed. The targeted BMP study will identify project opportunities and Page 533 of 617 evaluate feasibility, cost effectiveness and benefit to water quality. Barr Engineering and their team have the experience, technical skill, and capacity to provide the needed services and is a recommended firm as part of the city's approved consultant pool. The attached Professional Services Agreement authorizes and describes the scope and fees for their work on this plan. Barr Engineering is prepared to begin the study immediately upon approval with an expected completion of October 2020. Budget Impact: The Professional Services Agreement with Barr Engineering to complete the Targeted BMP study for the Downtown Shakopee Subwatershed is proposed to cost (not to exceed) $27,500. The City of Shakopee partnered with Lower Minnesota River Watershed District and received a $25,000 grant for this study. As part of the grant agreement, the city will provide a 10% financial match of $2,500. The city's financial match will be funded as part of the Capital Improvement Plan project Storm-22-001 (see attached CIP sheet). ATTACHMENTS: D Professional Services Agreement CIP Project Sheet -Amended Page 534 of 617 PROFESSIONAL SERVICES AGREEMENT This Agreement is made and entered into on the 17th day of March 2020, between the CITY OF SHAKOPEE, 485 Gorman Street, Shakopee, MN 55379 ("City") and Barr Engineering Co., 4300 Market Pointe Drive, Suite 200, Minneapolis, MN 55435 ("Consultant"). Preliminary Statement The purpose of this Agreement is to set forth terms and conditions for the provision of professional services by the Consultant for the City for the following described Project: Targeted BMP Study for Shakopee Downtown Subwatershed The City and Consultant agree as follows: 1. Consultant's Services. The Consultant agrees to provide professional services as described in Exhibit A, Scope of Work and any addenda thereto. The Consultant shall serve as the City's professional consultant in the specified work and shall provide consultation and advice to the City during the performance of its services. The Consultant agrees to use the City's standard specifications in any bidding documents prepared under this Agreement. The requirements of this section may be waived by the City if the City Engineer determines that they are not necessary for the successful completion of the project. A Consultant requesting a requirement to be waived must have written authorization from the City Engineer and must be incorporated into this agreement. 2. Time for Performance of Services. The Consultant will endeavor to perform the services outlined in the work program within the prescribed days from the date of the contract award. Any changes in this schedule must be approved in writing by the City. 3. Term. The term of this Agreement will be from March 17, 2020, through December 31, 2020, the date of signature by the parties notwithstanding. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the terms and conditions as herein stated. 4. Compensation for Services. City agrees to pay the Consultant for services as described in Exhibit A, attached and made a part of this Agreement, which may be amended from time to time by mutual agreement by City and Consultant. The Consultant's hourly rates must be based on the hourly rates approved by the City. Page 1 Professional Services Agreement Barr -Targeted BMP Study for Shakopee Downtown Subwatershed Page 535 of 617 The Agreement amount shall include all services to be rendered by the Consultant as part of this Agreement (including all travel, living and overhead expenses incurred by the Consultant in connection with performing the services herein) except for special services authorized in writing by the City. The amount stipulated shall be considered a "Not to Exceed" cost to the City. The Consultant must keep track of the costs billable under this contract at all times; any work in excess of the negotiated amount shall not be eligible for payment unless preapproved. The Consultant must notify the City if the Consultant anticipates that the negotiated amount might be exceeded, in order to determine whether or not the City is prepared to increase the compensation. This notification and approval must occur in advance of the work occurring to be considered for compensation. 5. Payment of Fees. The Consultant must submit itemized bills for services provided to the City on a monthly basis. The monthly billing must summarize the progress of the project as certified by the Consultant. For work reimbursed on an hourly basis, the Consultant must indicate for each employee, his or her classification, the number of hours worked, rate of pay for each employee, a computation of amounts due for each employee, the total amount due, the original contracted amount, the current requested amount, and the total amount. Consultant must verify all statements submitted for payment in compliance with Minnesota Statutes Sections 471.38 and 471.931. For reimbursable expenses, the Consultant must provide such documentation as reasonably required by the City. Consultant bills submitted will be paid in the same manner as other claims made to the City. 6. Audit Disclosure. The Consultant must allow the City or its duly authorized agents reasonable access to such of the Consultant's books and records as are pertinent to all services provided under this Agreement. Any reports, information, data, etc. given to, or prepared or assembled by the Consultant under this Agreement which the City requests to be kept confidential must not be made available to any individual or organization without the City's prior written approval. All finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs, and reports prepared by the Consultant will become the property of the City upon termination of this Agreement, but Consultant may retain copies of such documents as records of the services provided and may reuse standard portions of such documents in the normal course of its business. 7. Termination. Termination for Cause. This Agreement may be terminated by City by seven day's written notice to Consultant delivered to the address written above. Page 2 Professional Services Agreement Barr -Targeted BMP Study for Shakopee Downtown Subwatershed Page 536 of 617 Upon termination under this provision, the Consultant will be paid for services rendered and reimbursable expenses until the effective date of termination. If, through any cause (except those reasonably beyond Consultant's control), the Consultant shall fail to fulfill in timely and proper manner its obligations under this Contract, or if the Consultant shall violate any of the covenants, agreements, or stipulation of this Contract, the City shall thereupon have the right to terminate this Contract by giving written notice to the Consultant of such termination and specifying the effective date thereof, at least five (5) days before the effective date of termination. In that event the Consultant shall have sixty (60) days to furnish all finished or unfinished documents, computer programs, data, studies, surveys, drawings, maps, models, photographs, and reports or other material prepared by the Consultant under this Contract, which shall, at the option of the City, become its property, and the Consultant shall be entitled to receive just, equitable compensation for any satisfactory work completed on such documents and other materials prior to the effective date of termination. Notwithstanding the above, the Consultant shall not be relieved of liability to the City for damages sustained by the City by virtue of any breach of the Contract by the Consultant, and the City may withhold any payments to the Consultant for the purpose of setoff until such time as the exact amount of damages due the City from the Consultant is determined. In the event this Contract is terminated for cause, then the City may take over and complete the work, by contract or otherwise, and the Consultant and its sureties shall be liable to the City for any costs over the amount of this contract thereby occasioned by the City. In any such case the City may take possession of, and utilize in completing the work, such materials, appliances and structures as may be on the work site and are necessary for completion of the work. The foregoing provisions are in addition to, and not in limitation of, any other rights which the City may have. Termination Not For Cause. The City may terminate this Contract at any time, with or without cause, by giving written notice to the Consultant of such termination and specifying the effective date thereof, at least fifteen (15) days before the effective date of such termination. In that event, the Consultant shall have sixty (60) days to furnish all finished or unfinished documents, computer programs, data, studies, surveys, drawings, maps, models, photographs, and reports or other material prepared by the Consultant under this Contract, which shall, at the option of the City, become its property. If the Contract is terminated by the City as provided in this paragraph, the Consultant will be paid an amount which bears the same ratio to the total compensation as the services actually performed bear to the total Page 3 Professional Services Agreement Barr -Targeted BMP Study for Shakopee Downtown Subwatershed Page 537 of 617 services of the Consultant covered by this Contract, less payments or compensation previously made. 8. Subcontractor. The Consultant must not enter into subcontracts for any of the services provided for in this Agreement without the express written consent of the City. 9. Independent Contractor. At all times and for all purposes hereunder, the Consultant is an independent contractor and not an employee of the City. No statement herein shall be construed so as to find the Consultant an employee of the City. 10. Assignment. Neither party will assign this Agreement, nor any interest arising herein, without the written consent of the other party. 11. Services not Provided for. No claim for services furnished by the Consultant not specifically provided for herein will be honored by the City. 12. Severability. The provisions of this Agreement are severable. If any portion hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such decision will not affect the remaining provisions of the Agreement. 13. Entire Agreement. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement will be valid only when expressed in writing and duly signed by the parties unless otherwise provided herein. 14. Compliance with Laws and Regulations. In providing services hereunder, the Consultant must abide by all statutes, ordinances, rules and regulations pertaining to the provision of services to be provided. Any violation will constitute a material breach of this Agreement and entitle the City to immediately terminate this Agreement. 15. Equal Opportunity. During the performance of this contract, the Consultant must not discriminate against any employee or applicant for employment because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, disability, or age. The Consultant must post in places available to employees and applicants for employment, notices setting forth the Page 4 Professional Services Agreement Barr -Targeted BMP Study for Shakopee Downtown Subwatershed Page 538 of 617 provisions of this non-discrimination clause and stating that all qualified applicants will receive consideration for employment. The Consultant must incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. 16. Waiver. Any waiver by either party of a breach of any provisions of this Agreement will not affect, in any respect, the validity of the remainder of this Agreement. 17. Liability and Indemnity. The Consultant must indemnify and hold harmless the City, its employees and agents, for all claims, damages, losses, and expenses, including, but not limited to, attorney's fees, which they may suffer or for which they may be held liable, as a result of, and to the extent of, the negligent or wrongful acts of the Consultant, his employees, or anyone else for whom he is legally responsible in the performance of this Agreement. The Consultant assumes full responsibility for relations with its subcontractors, and must hold the City harmless and must defend and indemnify the City, its employees and agents, for any claims, damages, losses, and expenses in any manner caused by such subcontractors, arising out of or connected with this contract. 18. Insurance. During the term of this Agreement, Consultant must procure and maintain during the life of this Contract, and provide the City with a certificate of insurance showing, the following coverage for each occurrence and in aggregate: A. Comprehensive General Liability Insurance, including Broad Form Property Damage, Completed Operations and Contractual Liability for limits not less than $1,500,000 each occurrence for damages of bodily injury or death to one or more persons and $1,500,000 each occurrence for damage to or destruction of property. B. Insurance coverage for Special Hazards, including but not limited to explosion hazard, collapse hazard, underground property damage hazard, (commonly known as XCU). C. Comprehensive Automobile Liability Insurance, in an amount not less than $1,500,000 for each occurrence. Coverage shall include all owned autos, non -owned autos, and hired autos. D. Errors and Omissions Insurance against errors and omissions resulting from the performance of Consultant's work under this Agreement. Said coverage shall be in an amount not less than $2,000,000. Page 5 Professional Services Agreement Barr -Targeted BMP Study for Shakopee Downtown Subwatershed Page 539 of 617 E. Workmen's Compensation insurance for all its employees as required by the Minnesota Worker's Compensation Act. F. The City of Shakopee must be named as "ADDITIONALLY INSURED" on the insurance described in paragraphs A, B, and C, and must receive notice ten (10) days prior to the cancellation or expiration any of the specified insurance. If the deductible provisions of the Consultant's coverage or any subcontractor's coverage is questioned by the City, the Consultant shall provide the City, upon request, "Proof of Assets". This policy must provide, as between the City and the Consultant, that the Consultant's coverage shall be the primary coverage in the event of a loss. If the Consultant is providing either architectural or engineering services, the Consultant must also maintain during the term of this Agreement a professional liability insurance policy with the same limits as for general liability. A certificate of insurance on the City's approved form which verifies the existence of these insurance coverages must be provided to the City before work under this Agreement is begun. 19. Governing Law. This Agreement will be controlled by the laws of the State of Minnesota. 20. Whole Agreement. This Agreement embodies the entire agreement between the parties including all prior understanding and agreements, and may not be modified except in writing signed by all parties. Executed as of the day and year first written above. CITY OF SHAKOPEE BARR ENGINEERING CO. By: By: Bill Mars, Mayor Date: Its: By: William H. Reynolds, City Administrator Date: Date: Page 6 Professional Services Agreement Barr -Targeted BMP Study for Shakopee Downtown Subwatershed Page 540 of 617 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111 111111111111111111111 11111111111111111111111 mill mill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII resourceful. naturally., engineering and environmental consultants February 19, 2020 ATTACHMENT A Kirby Templin Water Resources/ Environmental Engineer City of Shakopee 485 Gorman St Shakopee, MN 55379 Re: Agreement for Feasibility Assessment of Possible Downtown BMPs Dear Mr. Templin: Thank you for requesting our proposal to perform a feasibility assessment of possible BMPs for the Shakopee Downtown Area. We have prepared this proposal in the form of an agreement so this, or an edited version, can be easily processed under our current professional services agreement (PSA) with the City of Shakopee. We will do our best to justify your expression of confidence in us. This letter, together with our PSA between the City of Shakopee (Client) and Barr Engineering Co. (Barr) sets forth the agreement for preparing a feasibility assessment of possible BMPs in the Shakopee Downtown Area (BMP Feasibility Assessment). This feasibility assessment is to be consistent with the attached "Pass Through Agreement between the City of Shakopee and the Lower Minnesota River Watershed District (LMRWD).The area to be analyzed is shown on attached Figure 9-G. Project Scope The scope of professional consulting services we will provide will include: 1. Attending a project kickoff meeting. 2. Obtaining from the City the stormsewer data, computer models, historic air photos and other pertinent information it has for the downtown area. 3. Reviewing the City's current hydraulic and hydrologic stormsewer model. This review will include performing sufficient detailed QAQC to determine if the model and the GIS information developed for it can be used for the BMP Feasibility Assessment. Barr Engineering Co. 4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com Page 541 of 617 Kirby Templin Agreement for Feasibility Assessment of Possible Downtown BMPs ATTACHMENT A February 19, 2020 Page 2 4. Collaborating with City staff on identifying possible BMP locations. Areas when there is current open space, parking lots, vacant structures or possible redevelopment sites will be of prime focus. The collaboration will also include possible rainwater garden sites that might be developed during roadway improvement projects. 5. Preparing a water quality model of the Downtown Area and analyze the impact of possible BMPs such as regional filtration or infiltration BMPs; rainwater gardens; or other institutional watershed management activities such as street sweeping. The modeling methodology will either be (a) the GIS-Based Water Quality model, an asset management and water quality modeling approach developed by Barr or (b) P8, an urban catchment model commonly used in Minnesota and other Midwestern states. During our kickoff meeting we will discuss the pros and cons of each modeling methodology and based on the discussion and information we provide; you can choose the modeling methodology you would like us to use. For this agreement we assume we will be analyzing up to 15 BMP locations with an assumed BMP in each location. Knowing the City typically prefers regional or broader reaching treatment than what can be done on one property for that one property, we will be looking for BMP locations that meet that desire. 6. Preparing reconnaissance -level opinions of cost for BMPs analyzed. 7. Preparing the draft of Downtown BMP Feasibility Assessment Report. The report will summarize the work performed; BMPs analyzed, their individual water quality impact and cost, and their collective impacts. Permitting considerations will also be described for BMPs that will likely require permitting. 8. Incorporating the City's suggested edits to the draft Feasibility Assessment Report, finalizing report and providing the City with 2 hard copies and an electronic file of the report. 9. Assisting the City in its reporting to BWSR in its e-Link system. 10. Attending up to two collaboration meetings and up to one meeting with the LMRWD to discuss the Feasibility Assessment Report. This Agreement will be effective for the duration of the services or until April 1, 2021, whichever comes first, unless terminated earlier by either you or us. We will commence work upon receipt of a copy of this agreement signed by City's authorized signatory. The estimated schedule for the services is to complete the draft feasibility report by July 1, 2020 and the final report by October 1, 2020 assuming timely feedback from the reviewing parties. We will inform you of our progress by telephone, email, or in person approximately every two weeks. G:\SMK\Shakopee\Downtown BMP Contract\AttachA_Agreement_Feasibility Assessmnt Dwntwn BMPs_02-19-2020_v2.docx Page 542 of 617 Kirby Templin Agreement for Feasibility Assessment of Possible Downtown BMPs ATTACHMENT A February 19, 2020 Page 3 For the services provided, you will pay us according to the PSA. We will bill you on a time and expenses basis approximately monthly. The cost of the services will not exceed $27,500 without prior approval by you. Attached is a spreadsheet with the anticipated itemized breakdown. We understand you have the authority to direct us. We will direct communications to you at: Kirby Templin Water Resources/ Environmental Engineer City of Shakopee 485 Gorman St Shakopee, MN 55379 Direction should be provided to me or my designate at : Barr Engineering Co. 4300 MarketPointe Dr Minneapolis, MN 55435. If you have any questions or suggested edits for this document, please let me know and I will be happy to modify it to your and our satisfaction. Sincerely, BARR ENGINEERING CO. Steven M. Klein Its Vice President Attachments Figure 9-G: Downtown Subwatershed Pass Through Agreement between City of Shakopee and LMRWD Spreadsheet of Anticipated Costs G:\SMK\Shakopee\Downtown BMP Contract\AttachA_Agreement_Feasibility Assessmnt Dwntwn BMPs_02-19-2020_v2.docx Page 543 of 617 Capital Improvement Plan City of Shakopee, Minnesota 2020 thru 2024 Project # Project Name Storm-22-001 Shakopee Storm Water BMP Retrofit Accounting Code 5873/6873 Fund Surface Water Fund Description Department Storm Drainage Fund Contact Public Works Director Type Improvement Useful Life Category Storm Sewer/Drainage Priority 3 Less Important/Future Consi Status Active Total Project Cost: S2,010,000 Stormwater projects focused on providing water quality treatment to untreated stormwater runoff that is routed directly to the Minnesota River. Feasibility study is to be completed to identify best project locations. Potential locations include Market Street, County Road 17, Fuller Street, and Adams Street. Justification This project will provide water quality benefits by reducing sediment and phosphorus to help meet water quality goals and NPDES MS4 requirements. Expenditures 2020 2021 2022 2023 2024 Total Improvements Engineering/Administration 350,000 100,000 1,450,000 110,000 1,800,000 210,000 Funding Sources Total 450,000 1,560,000 2,010,000 2020 2021 2022 2023 2024 Total Grants Storm Drainage Fund 100,000 350,000 1,560,000 100,000 1,910,000 Total 450,000 Budget Impact/Other 1,560,000 2,010,000 MPCA & EPA Standards requiring additional Pollution Prevention devices has not been mandated. POSSIBLE GRANT OPPORTUNITY This may be mandated in the future. We are completing a feasibility study and identify project options and cost estimates in 2019. Will be able to use study to update costs in 2020 CIP. 242 Page 544 of 617 *4.F.3. Shakopee City Council March 17, 2020 FROM: Steve Lillehaug, City Engineer/Public Works Director TO: Mayor and Council Members Subject: Scott County Traffic Management System Operation, Maintenance and Repair Cooperative Agreement Policy/Action Requested: Approve the authorization to enter into a Cooperative Agreement with Scott County for the Traffic Management System operation, maintenance and repair. Recommendation: Approval of the agreement. Discussion: Scott County recently constructed a Traffic Management System (TMS) at key locations along regional roadways to provide dynamic wayfinding guidance to assist with the management of traffic as part of major events at Canterbury Park, Mystic Lake Casino and ValleyFair. The TMS system is located along key trunk highways, county roads and city streets, mostly within Shakopee or as you are entering the city (see attached map). The first year the system was used was in 2019 (see attached Event Usage list). The Minnesota Department of Transportation (MnDOT) is responsible for those dynamic message signs along MnDOT highways. The county is responsible for the rest of the system. It should also be noted that the Shakopee Police Department is able to control certain dynamic signs on our local city and county streets to aid in their direct management of event traffic control. Based on the mutual benefitting nature of the system, Scott County, the Shakopee Mdewakanton Sioux Community and the City of Shakopee have agreed to equally split the ongoing operational costs of the system, pending appropriate approvals of the cooperative agreement. Page 545 of 617 The cooperative agreement would start in 2020 as part of a 5 year operational agreement, payment being submitted for the previous year's actual costs in February of each year (first bill being received in 2021). The county would lead the operation and would bill the city annually, accordingly. Budget Impact: The total estimated annual operating cost for the 2020 Traffic Management System is $57,500. The city's share of the cost would be approximately $19,200. This expense will be budgeted in the 2021 Street Maintenance Fund with approval of the agreement. ATTACHMENTS: D Cooperative Agreement D TMS System Map Page 546 of 617 City of Shakopee County of Scott TRAFFIC MANAGEMENT SYSTEM OPERATION, MAINTENANCE AND REPAIR COOPERATIVE AGREEMENT THIS AGREEMENT, made and entered into this day of , 2020, by and between the County of Scott, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the "County", and the City of Shakopee, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the "City". RECITALS: A. County recently constructed a Traffic Management System (TMS) installed along County and City roadway routes. The TMS was developed to aid in the management of traffic at major traffic generating events held within the City. B. The above described TMS lies within the corporate limits of the City of Shakopee. C. Recognizing the benefits to the City from the operation of the system, City is willing to share in the ongoing cost of the operation, maintenance and repair of the TMS. D. The County owns and operates the TMS and has entered into annual agreements with vendors to host and maintain the TMS software platform and to have routine and preventative maintenance performed on the TMS electronic components. In addition, the County will monitor and, as necessary, repair TMS hardware that includes seven dynamic message sign boards, two closed circuit television cameras and three nonintrusive detection devices. NOW, THEREFORE, IT IS HEREBY AGREED: 1. The recitals above are incorporated herein. 2. This agreement shall be effective upon signatures by both parties and shall remain in effect while the TMS is being used in the City. 3. County shall have overall authority to negotiate software, preventative maintenance, and hardware repair agreements with vendors and to inspect the construction of the repair work for the TMS. County shall have ultimate authority in initiating and determining work to be performed. The City Engineer shall cooperate with the County Engineer and his staff at their request to the extent necessary, but shall have no other responsibility for the supervision of work. Page 547 ofl17 City of Shakopee County of Scott 4. The City will contribute to the cost of operating the TMS by paying 33% of all costs for hosting and maintaining the software platform, performing routine and preventative maintenance, and repairing TMS hardware. 5. For budgeting purposes, beginning September 1, 2024, on or before September 1 of each year, County will notify City of a projected estimate for at least the next year's cost of hosting, preventative maintenance and repairs. Estimates shall be based upon contracts that County has in place with vendors for hosting and preventative maintenance services. Similarly, County shall advise City if there is any hardware suspected to be failing or in need of repair in the upcoming year. The parties agree that such notice is simply for the City's planning purposes and is not in any way a limitation on City's liability to pay for actual expenses incurred by County. The parties further agree that these cost estimates through the year 2024 have been disclosed to City and are attached herein as Exhibit B. 6. For payment, the County will annually invoice the City for the City's share of the previous year's costs. Invoices shall be submitted by February 1 of each year and will set out total expenses paid by County allocated between hosting, preventative maintenance and repairs, and amounts due from City allocated in the same manner. Payments shall be made within thirty (30) days to the County after receipt of invoices by the authorized agent of the City. 7. The parties agree that, beginning in 2024, the parties will meet at least once on an annual basis to discuss ongoing use, condition, repair, and plans for the TMS. Meetings will be scheduled at the request of the Authorized Agents of the parties. The parties agree that all final decisions regarding the operation, maintenance and repair of the TMS are at the sole discretion of County. 8. The City shall not revise by addition or deletion, nor alter or adjust any component, part, sequence, or timing of the aforesaid TMS without County consent; however, nothing herein shall be construed as restraint of prompt, prudent action by properly constituted authorities in situations where a part of such TMS system may be directly involved in an emergency. 9. Neither party, its officers, agents or employees, either in their individual or official capacity, shall be responsible or liable in any manner to the other party for any claim, demand, action or cause of action of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of the described maintenance, restoration, repair or replacement work by the other party, or arising out of the negligence of any contractor under any contract let by the other party for the performance of said work; and each party agrees to defend, save, keep and hold harmless the other, its officers, agents and employees harmless from all claims, demands, actions or causes of action arising out of negligent performance by its officers, agents or employees. Page 548 of217 City of Shakopee County of Scott 10. It is further agreed that neither party to this Agreement shall be responsible or liable to the other party or to any other person or entity for any claims, damages, actions, or causes of actions of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of any work or part hereof by the other as provided herein; and each party further agrees to defend at its sole cost and expense and indemnify the other party for any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising in connection with or by virtue of performance of its own work as provided herein. Each party's obligation to indemnify the other under this clause shall be limited in accordance with the statutory tort liability limitation as set forth in Minnesota Statutes Chapter 466.04 to limit each party's total liability for all claims arising from a single occurrence, include the other party's claim for indemnification, to the limits prescribed under 466.04. It is further understood and agreed that the Parties' total liability shall be limited by Minnesota Statute Section 471.59, Subdivision 1(a) as a single governmental unit. 11. It is further agreed that any and all employees of each party and all other persons engaged by a party in the performance of any work or services required or provided herein to be performed by the party shall not be considered employees, agents or independent contractors of the other party, and that any and all claims that may or might arise under the Worker's Compensation Act or the Unemployment Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said employees while so engaged shall be the sole responsibility of the employing party and shall not be the obligation or responsibility of the other party. 12. The provisions of Minn. Stat. Sec. 181.59 and of any applicable local ordinance relating to Civil Rights and discrimination and the affirmative action policy statement of Scott County shall be considered a part of this Agreement as though fully set forth herein, including Exhibit A, which is attached and hereby incorporated. 13. The laws of the State of Minnesota shall govern all questions and interpretations concerning the validity and construction of this Agreement and the legal relations between the parties and performance under it. The appropriate venue and jurisdiction for any litigation hereunder shall be those courts located with the County of Scott, State of Minnesota. Litigation, however, in the federal courts involving the parties shall be in the appropriate federal court within the State of Minnesota. 14. In the event any provision of this Agreement shall be held invalid and unenforceable, the remaining provisions shall be valid and binding upon the parties unless such invalidity or non -enforceability would cause the Agreement to fail its purpose. One or more waivers by either party of any provision, term, Page 549 of317 City of Shakopee County of Scott condition or covenant shall not be construed by the other party as a waiver of a subsequent breach of the same by the other party. 15. The County's Authorized Agent for the purpose of the administration of this Agreement is Mandy Flum, Program Specialist, or her successor. Her current address and phone number are Scott County Highway Department, 600 Country Trail East, Jordan, MN 55352, (952) 496-8043. 16. The City's Authorized Agent for the purpose of the administration of this Agreement is Steve Lillehaug, Public Works Director/City Engineer, or his successor. His current address and phone number are Shakopee City Hall, 485 Gorman Street, Shakopee, MN 55379, (952) 233-9361. Any change in name, address, or telephone shall be noticed to the other parties. 17. Termination: a. This agreement will terminate upon the earlier of: 1) a decision by County to retire the TMS; or 2) a decision to upgrade the TMS in a manner that would increase the expected annual costs by over 30% over prior annual amounts. b. The parties agree that upon any termination County shall submit a final invoice to City within sixty (60) days of the termination setting out the final expenses which shall be paid by City within thirty (30) days of receipt of the invoice. 18. The parties agree that no change or modification to this agreement, or any attachments hereto, shall have any force or effect unless the change is reduced to writing, dated, and made part of this agreement. The execution of the change shall be authorized and signed in the same manner as this agreement, or according to other written policies of the original parties. Page 550 of417 IN TESTIMONY WHEREOF, The parties hereto have caused this Agreement to be executed by their respective duly authorized officers as of the day and year first above written. CITY OF SHAKOPEE (SEAL) By And Bill Mars, Mayor William Reynolds, City Administrator Date Date ATTEST: COUNTY OF SCOTT By By Lezlie Vermillion, County Administrator David Beer, Chair of Its County Board Date Date Upon proper execution, this agreement RECOMMEND FOR APPROVAL: will be legally valid and binding. By By Jeanne Andersen, Assistant County Attorney Anthony J. Winiecki, County Engineer Date Date Page 551 of 617 EXHIBIT A It is the policy of Scott County Government to provide Dual Oppo vty to all employees and asplicants for employment in accore ance with all applicable Equal Employment Opportunity laws, directives, ant regulations of Federal, State, and local gover ing bodies or agencies thereof, includi g Mi nesota Statutes, Chapter 363A. Scott County will not engage in any employment practices which discriminate against or harass any employee or applicant for employment seca se of race, color, creed, religion, natio al origin, sex, disability, age, martial status, sexual orientation, or status with regard to public assistance. Such employment practices include, b t are ot limited to, the following: hiring, upgrading, demotion, transfer, recruitment or recruitment advertising, selection, layoff, disciplinary action, terminatio rates of pay or other forms of compensation, and selection for training, including apprenticeship. Further, Scott County fully supports incorporation of nondiscrimination rules and regulations into contracts and will commit the necessary time and resources to achieve the goals of Equal Employ 0 ent Opportunity. Any employee of the County who does not comply with the Equal Employment Opportunity Policies and Procedures set forth in this Stateme vt and Plan will be subject to disciplinary action. Any subcontractor of the County not complying with all apolicable Equal Employment Opportunity laws, directives, and regulations of Federal, State, and local governing bodies or agencies thereof, incluc ing Minnesota Statutes, Chapter 363A, will be subject to appropriate contractual sanctions. Scott County has designated the Employee Relations Director as the manager of the Equal Opport nity Program. These responsibilities will include monitoring all Etual Employment Opportunity activities and reporting the effective ess of this program, as req ired by Federal, State, and local agencies. The Scott County Administrator will receive and review reports on the orogress of the program. if any employee or applicant for employment believes he or she has been discriminates agai st, please contact the Scott County Employee elations tirector, Scott County Employee Relations, Government Center Room 201, 200 Fourth Avenue West, Shakopee, innesota 55379-1220, or call (952) 496-8103. Lezli A. ermillion Scott Co nty Ad 0 inist ator Date „g,e444.41,441 Barb Weckman Brekke Chair, Board of Commissioners Date Page 552 of 617 Estimated Annual Cost EXHIBIT B O O O O O O O O 00 O O o0 O N N N O O O O O O O O O O O O N O O O N N ,—+ `O N N., ., ., ., N N N T--1 O O O O O O O O 71- O O O O O O O O O O O O N M O 00 O N N ,—+ N O O O O O O O O O O O N N N Software Platform Hosting/Maintenance Agreement Preventative Maintenance on Electronic Components Projected TMS Hardware Repair Needs Total Estimated Annual Cost: Page 553 of 617 111111.1.11111111111. Oto I6 1111111111111111111 )rn���ai,, ri NrrrllNNI ifnrrf�cttr) r�1rrn uuoiu jlr�II JD� SIC J � rr� 111111111111111111,,,, ,1111111111111111111111111111111111,1,,,,, fp aolaoa ea 11111111111111111111.,, u�- u ■ u mIIIII J/IIIIII i1r Yr1Y!r a a,a III 11, , Er iffialairoa Iola a Darr," 11� 0_ 111111111111111111111111111111111111111111111 Ili ud, "IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 01111111111111111111111111111111111111111110 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII jP IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �UI�IIII moo ou Uu IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII W La �0 0 Scott County: IIIooylllllollllllllllllllll IIIIIIIIIIIIIIII II IIIIIII IIIIIIIII 11 IIIII i �l„'II�VIII�YW,I�V'Wr�llllllllllllll����l xa2�%ail ;� Canterbury Park: uuuuuluu11,,,, ul u'PV,„W muu.a^;,yiuiuilVllyu' Mystic Lake Casino: 6 events covering 8 days Page 555 of 617 *4.F.4. Shakopee City Council March 17, 2020 FROM: Kirby Templin, Water Resources/Environmental Engineer TO: Mayor and Council Members Subject: Reroute Stormwater to Protect Historic Sites Project Policy/Action Requested: Approve Resolution R2020-030, approving plans and ordering the advertisement for bids for the Reroute Stormwater to Protect Historic Sites Project Storm- 19-003. Recommendation: Approve Resolution R2020-030. Discussion: On September 3, 2019, City Council Authorized the execution of a professional services agreement with WSB and Associates, Inc., for the design, bidding and construction management services for the 2020 Reroute Stormwater to Protect Historic Sites Project, Storm- 19-003. This project includes the construction of stormwater infrastructure to reroute stormwater to discharge to an area that will not result in further degradation of the historical and archaeological sensitive area. Plans have been prepared and are ready to solicit public bids to construct the improvements. Upon approval, the advertising and bidding will commence with a scheduled bid opening on April 10, 2020. Bids would then be considered, currently anticipated for the April 21, 2020, City Council meeting. Construction of the improvements will be performed between May and September of 2020. Budget Impact: This project is budgeted in the 2020 Capital Improvement Plan under the Surface Water Fund and will be funded as listed on the CIP sheet Storm-19-003 (see attached). It is also anticipated that Scott County will provide additional funding to contribute to the project. ATTACHMENTS: Page 556 of 617 D Resolution R2020-030 D Construction Plan Title Sheet CIP Sheet Page 557 of 617 RESOLUTION R2020-030 A Resolution Approving Plans & Specifications and Ordering Advertisement for Bids for the Reroute Stormwater to Protect Historic Sites Project STORM-19-003 WHEREAS, the City Engineer has prepared plans and specifications for improvements pertaining to the Reroute Stormwater to Protect Historic Sites Project, by construction of a storm sewer system within County Road 101 right-of-way and ravine stabilization on the Three Rivers Parks District property, and has presented such plans and specifications to the Council for approval. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, THAT: 1. Such plans and specifications, a copy of which are on file and of record in the Office of the City Engineer, are hereby approved. 2. The City Clerk shall prepare and cause to be placed on the city's website and on questcdn.com an advertisement for bids upon the making of such improvement under such approved plans and specifications. The Advertisement for Bids shall be published as required by law. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 17th day of March 2020. Mayor of the City of Shakopee ATTEST: City Clerk H:\Administration\City Council\2020\Reroute Stormwater to Protect Historic Sites\Res R2020-030 Page 558 of 617 0 w U o W w oI �a Q (n• (DI i- Z F-O U r2 w 0 w EXISTING PLAN SYMBOLS EXISTING UTILITY SYMBOLS STORMWATER DRAINAGE SYSTEM IN THE CITY OF SHAKOPEE CONSTRUCTION PLAN FOR FIBER OPTIC CABLE TO 35+14 CD C.S.A.H. 101 LOCATED ON p � W W W U U O � O � OVERHEAD TELEPHONE �7Flrrn,y✓ r ❑� W % (,r-,) z - A n o Z � w >� >� Z CLIj ~ 0 Z 0 W > (w J [WJ) Q d U m Q Q Z Z O H L O U O O p Z a a H a J H cn cn a W rlj%ors'//ii nab Grraiias/% , /lf j////:/%�o�//�/�, G/ 4111 PROJECT LOCA kW tO:ZO:( Capital Improvement Plan City of Shakopee, Minnesota 2020 thru 2024 Project # Storm-19-003 Project Name Reroute Stormwater to Protect Historic sites Accounting Code 6828 Fund Surface Water Fund Description Department Storm Drainage Fund Contact Public Works Director Type Useful Life Category Priority Status Total Project Cost: Improvement Storm Sewer/Drainage 1 Critical for Safety/Preservati Active $1,550,000 Reroute stormwater to protect historic sites along Highway 101 (Amazon culvert crossing). Anticipated funding and partners include: Mn Historical Society Grant: $336,406 SMSC: $75,000 LMRWD: $50,000 Justification Stormwater flow through a historical and archaeological sensitive area is causing degradation. The goal is to reroute stormwater to an area that will not result in further degradation of the historical and archeological sensitive area. 250,000 250,000 Expenditures 2020 2021 2022 2023 2024 Total Construction/Maintenance Engineering/Administration 1,121,000 179,000 1,121,000 179,000 Funding Sources Total 1,300,000 1,300,000 2020 2021 2022 2023 2024 Total Cost Sharing Grants Storm Drainage Fund 125,000 336,000 839,000 125,000 336,000 839,000 Total 1,300,000 Budget Impact/Other 1,300,000 228 Page 560 of 617 Capital Improvement Plan City of Shakopee, Minnesota 2020 thru 2024 Project # Storm-19-003 Project Name Reroute Stormwater to Protect Historic sites 11 1111111 1 liiu IIII IIIIII p 1111 111ry11 �� 111 �I ullll IIIII l 1ipl 1�1IIjIuMII ,lIlu11 I1.'11 uIIIIiilppljV1hlil11l11l1mi Illgl 1ul1u1 III I I � .` IIIIII �^ m Ill Vii111111 it a 1111101VVii li a 111�IV�I II 1I �iI�I m�eJVW""" 11 i IIIIIIIiMIII Ium 11'I' III h �11I�III I 11��1 I 1,111iiIII1111111III„h 11 III,111IIII1111I11 'IIIII I II III I II1"11111'1111. 11111. tl1 liliVIIIII I�IIli 1111p ,. IP'91 WIVIIViV I1IIIJiI„,INIo�ooiW I2lluI li�l1l1ulii �°dlloo„I�, ,IuuI���I II�IIII�1 IIIII Iulull'u I I'ImI�„(IIIIIIIIII uddlll it wd�Ny9dV I IV1ulII�II ��� IgilVu liwr�lll� hlllllll� ll I�uI 'P �I�i�� „viol ' uululuuVo„1I , �III VI IIIIIIIIIWIWIV III I uu a // IJ111d1�1 II I�I �I��ull °plVl 11YW111IIIIIIIIIIIPu IIIIIim�iWllumliil^I%II Il�n IIIVtl1 111 ,I �f(✓f�l� IIIII�II VIA I�p°IIIIII�11111111�1111111 III�'�I�'ulllllllli �II� IIIIIIIIIIIIIII I IIIII I1i �00 IIII VVIII I^Illlll�ryllllllim iM'HIW IIIIIIIIIIIIIII IIIIIIIIIII,uIII�1I IIIIIII111YI I ilPll ' IIII ��� i� ` II 'IIIIII uglWulI�j IIIIII IIVVUVm 1 Im�1 �� i°u IIIIIIIII IIIIIIIIIIIIIIwiiiiiiiilol IIIII IIIIIIIIIIIIIII I 1 w Im m 1' II uuuuVuulluull III JII IIIIII I,I I v'I111I VVl uuuull I�� IIIIIIIIuuiIuIIIIIIIIIIY11muu1111PulllolyuullNlllllllllI II �111 �MIII II", �uu 1 „Illuum II ��� ��IIIw�����I � IIIIIIIIIIIIIIIIIIIIIIII I� 'Iu �;111I'i..'�11" 11� �I; IuTuuV 11Wl 1 'V puIlIl III '�'lV1 IIuI I IIIIIIIIIIIII IIII"III W� 1IIN'NIIu1 I'II1�V,V,WIIINIII IVV 1 u1 IIIIIIII IIuIIIIuIIVI1I1IIIII IIy IMIIIIIuIIIIIuI IuI�IuI111111111111111111110000000111110 uuuuuiuuuuulllIl� IUIIIIII�M1111 1 � C,141 ,u l lIWl Nr11 11 I IIII IIIIII IIIII pV1 l IIII1 IIII ITV I I I I IIIII III If I1i11i111111udulullllllllllluu olooloHINi1 it V duM IIIII�Yojlll I IIIIIII 1 1I I IIIIIIIIII III f uIIN'�V�hlll��������llllllluul,ll,uulbl" IIIIIIIII IIIIIIIII I ulllll u IIII11111 I)'I IIII Ih ^ °IIIo IIIIIPI' u, 1 lol l 1 �11YII Vlilllll °� 11 °�' �"�111111111111I11' NIIII ,� 1 Illlllm �(IIIIIIIIIuIIIIllllllllllhlll�t /% �IIIIIIII�IIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIoIIoIII u'�II II IIIIIIIIIIIIIIIIIIIIIIIIIIII plll IIIIIIIII tlNPI � . I�19ouuYNlllll4°"" uuulllll I I� y�lll IIIIIIIIiiYhPh' � � II lnhhliil`I),I IIIIIIII1111111111111111111111111111 I V11111 IIII II II IIIII II I h i 11,11YWIuIhIYli 111I �^I'�f ^e1 �.lyyvuui IiI IIIIIIyllllly'l gI� IIMm u d 1 I IIII IIII )� "„ moo III III@III '�I� V iIII1 "III.II I III IIIIII,I�IIIIIII III 1' .IIII uuuull�u IIII 1I , , IIIIIIIIuM III I11114,®.Iu„ PROJECT LOCATION Department Storm Drainage Fund lTA'I NAY Contact Public Works Director ,111,111 111IVVIh19111U11 W dl�l ��� Ill�dl�^olll 11"1111 11111111111M111111oiiq ul IllhlIIVIIII VV",11ii°1N111111 "1 "1111111 h�d111II IIIIIIIt111,1," h� IIII i I °1°111i11VIIluu111 i I,IIu Ntlmu1 II IIII 11IIIiIINI' IIII111ry11IIY' .11 film 111111111 II I gl,uou � quulll'V oI '11,011 iu11 ioO'ill IIII II V 911111111111 II IN II Page 561 of 617 *4.F.5. Shakopee City Council March 17, 2020 FROM: Ryan Halverson, Assistant City Engineer TO: Mayor and Council Members Subject: Establish a Municipal State Aid Street Policy/Action Requested: Approve Resolution R2020-025 establishing Shenandoah Drive from 4th Avenue to Vierling Drive as a Municipal State Aid Street. Recommendation: Approve Resolution R2020-025. Discussion: The city receives annual Municipal State Aid (MSA) funding for roadway capital improvements and maintenance needs for certain roadways that are designated as MSA routes. These routes are typically regional -type collector or above roadways that carry the higher volumes of traffic throughout the city. City's are allowed to designate up to 20 percent of a city's jurisdictional total length of roads as Municipal State Aid Streets. Each year as Shakopee continues to develop and add additional roads, the city accumulates mileage to add additional roadways to the state aid system. The City of Shakopee currently has approximately 169.6 miles of municipal qualifying roadways with 31.80 miles designated and a balance of 2.13 miles yet to be designated. Shenandoah Drive from Eastway Drive to Vierling Drive was constructed in 2019 and contributes to the new mileage of roadways added in 2019. Shenandoah is projected to carry upwards of 5,000 vehicles per day and is thus favorable for the city to designate as a MSA Street. Per State Aid Rule 8820.0800, roadways must be placed on the Municipal State Aid System by City Council resolution in order to incorporate the system changes with the Minnesota Department of Transportation State Aid Office. In addition, the roadways must Page 562 of 617 meet the criteria in State Aid Rules 8820.0700 listed below: • Projected to carry a relatively heavier traffic volume or is functionally classified as collector or arterial as identified on the urban municipality's functional classification plan; • Connects the points of major traffic interest, parks, parkways, or recreational areas within an urban municipality; and • Provides an integrated street system affording, within practical limits, a state -aid street network consistent with projected traffic demands. Shenandoah Drive from 4th Avenue to Vierling Drive meets the above criteria and is recommended for designation as a Municipal State Aid Street. This new section is 1.07 miles long, leaving a balance of 1.06 miles yet to be designated (see attached map). City staff will evaluate the most suitable roadway(s) to designate this remaining allocation in 2021, noting that additional new roadways are continuing to be constructed that will further increase this balance. Budget Impact: Establishing Shenandoah Drive as a Municipal State Aid Street will generate additional needs and increase the total allocation of State Aid funding (state gas tax funding) to the city each year. The 2020 allocation is $2,106,891. A portion of the city's allocation (75 percent) is revenue for the Capital Improvement Fund ($1,580,168) and the remaining 25 percent is revenue for the Street Maintenance Fund ($526,723). It should be noted that the state's overall increase in the gas tax fund has been flat in recent years. With that said, even though Shakopee's percentage of the overall piece of the pie will increase, the overall pie is not growing so there is not expected to be any notable increase in funding as a result of this new designation. ATTACHMENTS: D Resolution R2020-025 D Shenadoah Map Page 563 of 617 RESOLUTION R2020-025 A Resolution Establishing Municipal State Aid Streets WHEREAS, it appears to the City Council of the City of Shakopee that the streets hereinafter described should be designated Municipal State Aid Streets under the provisions of Minnesota Law. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Shakopee that the roads described as follows, to -wit: • Shenandoah Drive from 4th Avenue to Vierling Drive Be, and hereby established, located, and designated a Municipal State Aid Streets of said City of Shakopee, subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for his consideration, and that upon his approval of the designation of said road or portion thereof, that same be constructed, improved and maintained as a Municipal State Aid Street of the City of Shakopee. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2020. ATTEST: City Clerk Admin\City Council\2020\Establish State Aid Street Mayor of the City of Shakopee Page 564 of 617 MUNICIPALITY OF 1,11, 1,1,11iNN' PREPARED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION OFFICE OF TRANSPORTATION SYSTEM MANAGEMENT MI NICIPA ST EE STA E Al SYS EM LEGEND MJNICPAL COJNTY STATE AID STREET. MJNICIPAL STATE AID STREET-- COUNIY SiAlE AID HIGHWAY. -- COUNTY ROAD......... TRUNK HIGHWAY....... Proposed new MSAS Route Designation 0 TraHer CoJrt 0 11 VCCK1NWRC AVE. CR& VO WAY AN: . DAV DOWNNQ ATI,,c47scDp:RDE. FriRmE FFERY ALL. EN Shenandoah Drive (125) ARENSC FER 11'' 1111, 1 I I 5N 9 2 2 IV sir 01, (N d (,0 RVIAAW IE. N. Page 565 of 617 7.A.1. Shakopee City Council March 17, 2020 FROM: Nate Burkett, Assistant City Administrator TO: Mayor and Council Members Subject: Review and consider a policy to guide emergency response procedures and receive update on planned/enacted measures. Policy/Action Requested: Approve emergency response policy which gives guidance and authority to the city administrator to take appropriate action in emergency situations. Recommendation: Approve policy as requested. Discussion: Due to the COVID-19 concerns, staff has prepared a policy which provides the city administrator with guidance and authority in the event of an emergency. As this situation is currently evolving, suggested changes to the policy may happen between agenda publication and the city council meeting. With situations like this it is important that we have flexibility to protect the safety and welfare of the public and our employees. This policy is designed to give maximum flexibility while providing council direction on the prioritization of services. As with any emergency situation, conditions on the ground are going to impact the decisions we make. So this policy is intended to be broad and to allow for decisions to be made quickly. Council will be kept aware, and have the opportunity to review operational decisions made by the administrator and staff. Budget Impact: ATTACHVIENTS Page 566 of 617 D Continuity of Operations (COP) Page 567 of 617 CONTINUITY OF OPERATIONS POLICY Adopted: Amended: POLICY CONTENTS A. Purpose 1 B. Priority of Operations 1 C. Responsible Authority, Delegation of Authority 3 D. Facility Closure and/or Suspension of Services 3 E. Guidance on other situations 4 A. Purpose The purpose of this policy is to provide authority and parameters for efficient response to emergencies which require temporary realignment of city resources to respond and to ensure continuity of operations in the event of such an emergency. Emergencies may include, but are not limited to public health emergencies, natural disasters or severe/inclement weather. B. Priority of Operations The following priority of operations shall guide emergency response decisions and operations. The City Administrator has broad authority to determine how work is conducted within this general priority of operations plan. Public Safety and Security -Services that must be continued during all emergencies to protect the safety and welfare of the public. • Police Department o Police response o Emergency management • Fire Department o Fire response • Public Works o Sewer (sanitary) o Snow and ice control o Emergency maintenance and disaster recovery o Emergency vehicle and equipment repair o Fuel service • Administration o Server, application and device support (specific to emergency response and communications) o Public information/external and internal communications o Facilities HVAC and utility systems emergency repair/maintenance Page 568 of 617 2. Essential Services -Services that may be disrupted temporarily, typically no longer than five days, but must be re-established as soon as possible. • Police Department o Investigations • Administration o Payroll/Workers compensation o Procurement and contracting o Accounts payable/receivable o City Council meetings o Facilities cleaning/disinfection o All other IT services Necessary Services - Services that can be temporarily suspended for a period of longer than five days but typically not more than six weeks. • Police Department o Code enforcement o Records management • Fire Department o Fire code inspections • Planning and Development o Inspections o Planning activities o Permitting • Public Works o Engineering o Utilities locates o Routine vehicle maintenance • Administration o Licensing o Finance functions 4. Suspendable Services - Services that may be suspended until emergency conditions have been abated. • All other services Page 2 of 5 Page 569 of 617 C. Responsible Authority, Delegation of Authority 1. The City Administrator may, after informing the City Council, close facilities, suspend non -essential operations, adjust work assignments, work locations and establish priorities in accordance with the parameters set forth in this policy. Within a reasonable period, typically no more than five days of emergency operations, the City Council may meet to review emergency response and provide direction to the City Administrator as to continued emergency operations. 2. Department heads are essential personnel and are expected to perform their duties to the best of their ability in the event of emergency. Department heads must designate at least one other employee in their department to act in the event of their incapacitation or absence. Names of designated personnel must be conveyed to the City Administrator and to department personnel. In a circumstance where all identified employees in the line of succession are incapacitated or absent, the City Administrator may designate acting leadership. The line of succession for city leadership are the City Administrator, the Assistant City Administrator and the Chief of Police. The City Administrator may suspend normal processes and approval procedures for accounts payable and payroll. The City Administrator must designate at least one employee to review and approve accounts payable and payroll, subject to the City Administrator's review. 4. The City Administrator may modify personnel rules to allow for reasonable use of accrued sick, vacation or compensatory time, and to allow for unpaid time off. D. Facility Closure and/or Suspension of Services Unless directed otherwise, all employees are expected to report for their regularly scheduled shifts and work assignments. 2. Department heads and/or the City Administrator may cancel planned leaves of absence as necessary. Direct communication to affected employees is required. Employees who deliver services in Priority Level 1 are expected to report as directed. Regardless of facility closure Priority Level 1 services will not be suspended. 4. If facilities are closed to the public, but employees are directed to report to work: Page 3 of 5 Page 570 of 617 • Employees are expected to report for regularly scheduled shifts and work assignments. • If an employee chooses not to report to work and is excused from their duties, they may use accrued vacation or compensatory time, or unpaid leave if they have no accrued time off available. 5. In the event facilities are closed to the public and employees are directed not to report to work: • Every effort will be made for employees to work remotely, with priority to those positions which are highest on the priority of operations. • Full time employees not able to work remotely will still be paid their normal pay for the day(s) they are not allowed to report to work. • Pay for part time employees will be made on a case by case basis. E. Guidance on other situations Employees MUST inform their supervisor and/or HR if they have been given notice of potential exposure to, or that they have contracted, a contagious disease or illness and a responsible authority has directed them to quarantine. 2. If an employee is given a notice of potential exposure to a contagious disease or illness that has been documented as a potential or actual pandemic by a responsible authority, and documentation of such can be provided by the employee: • If the employee is able, all efforts will be made to allow the employee to work remotely. • If the employee's position does not allow for remote work OR if resources are not available to make remote work possible the employee may be placed on paid administrative leave for the duration of the advised quarantine. If an employee is diagnosed as having a contagious disease or illness that has been documented as a potential or actual pandemic by a responsible authority: • If the employee is willing and able, all efforts will be made to allow the employee to work remotely. • Accrued time off or unpaid leave must be used until the employee is cleared for return to work. 4. In the event of a pandemic disease or illness event as determined by the City Administrator, employees who are exhibiting any of the following symptoms must not report to work. Employees who report to work with any of these symptoms may be sent home by their department head and required to use accrued sick, vacation or compensatory time, or unpaid leave if the employee has no accrued paid time off: Page 4 of 5 Page 571 of 617 . . . . . . . . Fever Cough Sore throat Muscle aches Eye infections (conjunctivitis) Pneumonia Acute respiratory distress Viral pneumonia 5. If an employee's minor child(ren)'s school or daycare is closed for an unplanned extended period. • All efforts will be made to allow for a flexible schedule and remote work. • If a flexible schedule or remote work are not available, the employee must use accrued time off to care for their children) Page 5 of 5 Page 572 of 617 RESOLUTION R2020-044 A RESOLUTION OF THE CITY OF SHAKOPEE ENACTED UNDER AUTHORITY OF MINNESOTA STATUTES SECTIONS 12.29 AND 12.37 TO EXTEND THE PERIOD OF A MAYOR -DECLARED LOCAL EMERGENCY WHEREAS, William P. Mars, the Mayor of the City of Shakopee has found that there exists a Peace Time Emergency Due to the COVID-19 Pandemic WHEREAS, Minnesota Governor Tim Walz has issued Executive Order 20-01 declaring a peace time emergency and has enacted Minnesota's Strategy to Protect Minnesotans from COVID-19; WHEREAS, Mayor Mars has declared that COVID-19 presents a grave danger to the City of Shakopee and that it is a local as well as a state emergency; and WHEREAS, the city council of the City of Shakopee agrees with Mayor Mars' findings, and further finds that the emergency will last more than three (3) days; NOW THEREFORE BE IT RESOLVED by the City Council of the City of Shakopee that a local emergency exists and will continue until federal or state action declaring an end to the state of emergency or subsequent action by the Shakopee City Council. BE IT FURTHER RESOLVED that this declaration will invoke all current city plans and policies that are necessary for response to and recovery from the emergency; and that the city administrator and other emergency officials, and their designees are authorized to take other appropriate emergency actions directed or recommended by federal and state government or health organizations, or deemed necessary by city emergency management authorities, including those otherwise inconsistent with established laws, policies and procedures, as determined to protect the public health, safety and welfare. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE THIS 5TH DAY OF MARCH 2019. ATTEST: LORI HENSEN CITY CLERK WILLIAM P. MARS MAYOR Page 573 of 617 8.A. Shakopee City Council March 17, 2020 FROM: Nate Reinhardt, Finance Director TO: Mayor and Council Members Subject: City Bill List Policy/Action Requested: None Recommendation: Informational Only Discussion: Attached is the most recent monthly Financial Report for the General fund. These reports reflect the expenditures as recorded for 2020 activity. The following transactions are notable for this reporting cycle: • ESRI Inc is billing for the yearly GIS Enterprise Software/Maintenance Agreement for CityMaps. $35,000.00 • Kibble Equipment is billing for three John Deere 1570 mowers purchased under the State of Minnesota Contract. $26,148.00 • SHI International Corp is billing for the yearly Microsoft Enterprise License Agreement.$55,685 .00 Included in the check list are various refunds, returns, and pass through. Budget Impact: Operating and capital expenditures within the 2020 budget ATTACHMENT D Monthly Financial Report Page 574 of 617 D Council Check Summary D Council Check Register D Bill List Transfers Page 575 of 617 March YTD 74 v CIJ b,A "CS ctt s P4 N W o W � Ao °' C 14 V C� O v O 74 c: tk t21 �., else 00 kr) N N `O O; N O M M M N ,-1 -1 ,-.1 M ,--+ 00 N N 0 M N ,--+ 00 oc Nil If `�..rl If � .� M If �..� q����` M qr q����` M qP qP qP qP If � P 111 a If :' M q P \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O O O O O O O O O O O O O O O O M C c 00 N N `O N N M ,-� M N O `O O N o0 `O N o0 O o4 00 M M M N N N 00 O M M 00 r- 00 N M 00 00 `O `O M ON 00 N 00 O `O N O O 00 N oo oo -1 O M `O N M l-- M C C M N --I C 00 M O O 00 N 0; 00 N O N Oh 00 O cN 0 0 00 M N O M M M _ 00 0 N N 00 M 00 l� O 0 Cr)ON 71- N o-0 71- M N M N oo M M O N —1 cs O 71- h 7 N 00 N ‹) Cr) M 00 00 '--+ O 00 M N O M M N M 0s N O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 00 O O� 0 --+ N `O `O N -I N O -1 O O 0 O N `O 0 -1 `O o0 -1 0 M M 0 N N 11 - MAYOR & COUNCIL z 0 12 - ADMINI S T 13 - CITY CLERK 15 - FINANCE ITY DEVELOPMENT 17 - COMM 18 - FACILITIES 31 - POLICE DEPARTMENT 33 - INSPECTION-BLDG-PLMBG-HTG 41 - ENGINEERING 42 - STREET MAINTENANCE 44 - FLEET MAINTENANCE 66 - NATURAL RESOURCES 67 - RECREATION 91 - UNALLOCATED 00 I 00 N 71. N 71. I 11 i N 0 TOTAL EXPENDITURES 7.1 •• •� bA O N ) N bA bA c c a o 0 0 00 E E cA 1) Within 10% of budget Page 576 of 617 3/12/2020 14:14:20 CITY OF SHAKOPEE LOGIS100 N Y 0 LC) LC7 rY Council Check Summary Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. O E Q 0 co 0_ E O 0 C0 N I` C0 CO • CO O) CO N— I` O) • N— CO C) O O CO O • M (.0 N L J N— N O") I,- N— 00 N CO 00 CO ▪ CO 00 N- I` 00 N— C3) Ln 06 I` O) CO 00 O CO Cfl 00 O) O 0 N • LC) CD LO N O 00 O CY) CO • Lf) CV N O N N C3) O) Ln CY) CY) N LO C3) 00 N CY) L{) C3) N— co N- N N N— C3) N GENERAL FUND FORFEITURE ECONOMIC DEVELOPMENT AUTHORITY PARK DEVELOPMENT CAPITAL IMPROVEMENT FUND TIF DIST #18 CANTERBURY COMMON SEWER FUND SURFACE WATER FUND EQUIPMENT I.S. FUND PARK ASSET I.S. FUND INFO TECH I.S. FUND BUILDING I.S. FUND SELF INSURANCE I.S. FUND SW METRO DRUG TASK FORCE ESCROW FUND O O O O ,— N— O O O LO O O O LC7 O O (NI C3) N N CO O O O O O N— N N O N— N— O O O N— M CO CO CO 00 CO O O N— N N • I's N I,- ti N- N.. I's 00 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Report Totals Page 577 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LC) Ln rY Council Check Register by GL Council Check Register and Summary Business Unit Account Description 0) 0) a) co Account No O z > c O z U O O It 0 0_ Supplier / Explanation 4 PAWS ANIMAL CONTROL 0 CY) I, - CO 0 r 145785 3/5/2020 CODE ENFORCEMENT OTHER PROF SERVICES 0319.6327 FEBRUARY 2020 w cC LL_ EQUIPMENT MAINT SUPPLIES 0321.6240 EQUIPMENT MAINT SUPPLIES 0321.6240 OPERATING SUPPLIES 0621.6202 FACILITIES EQUIPMENT MAINT SUPPLIES 0181.6240 CO N I` O L0 CO N- CO CY) CN CN CV CO 00 CD N LLC) 00 N— Y Y Y Et Et rY OTHER RENT 0621.6435 OTHER RENT 0621.6435 OTHER RENT 0621.6435 N' O) L) CO N CD CO CO O O O O O O O N N N N N N N CN CY) CO CY) CY) M M M CO ANIMAL CONTROL FOR PD/CITY O O O LC) 7r N ADVANCED GRAPHIX, INC LO N 00 0 N ✓ # DECALS FOR TAHOES O O O coo ARROW ACE SHAKOPEE O a) .,- 0 ✓ THREADLOCK SUPPLIES FOR E4 N- 0) CY) N 100526 ASPEN EQUIPMENT CO co is) C)0 7r BIFFS INC CO ✓ N 0 0 ✓ (Y) co O O in O co co 00 4 4 4 7r C) CO CD O O N a) 7r 105694 BLOM,SCOTT SELF INSURANCE I.S.FUND WELLNESS PROGRAM ti CO O N CO ti 132070 2020 HEART SCAN 2020 HEART SCAN H H W W in in 0 0 0) EQUIPMENT MAINT SUPPLIES 0421.6240 EQUIPMENT MAINT SUPPLIES 0421.6240 INFO TECH I.S. FUND FURNISHINGS (NOT CAPITALIZED) INFO TECH I.S. FUND OPERATING SUPPLIES N N O O O O O O N N H H 7806.6204 L) 0 N COO 0) Ln _2 c� N W LC) LO N 1 N N M CO O O CV CV CY) M BOYER TRUCKS 00 to 00 a) N. O r () /�/`YP1 co co O Lf) O Cfl r-- CD 0) N— a) CY) 7r CDW GOVERNMENT INC 7806.6202 N N 00 z X 00 00 O O N N CY) CO 2020 COMPUTER REPLACEMENT 2020 COMPUTER WARRANTY ti co O C3) O a) co ti CY) O N N- a) N- CENTERPOINT ENERGY SERVCIES INC CI Cr 0) ✓ 0 ✓ 0 0 0 N N N N 0 N N 0 0 0 0 0 0 LO LO LEA LO Lc) LO LO LO M M 0) M M M M M 00 00 00 00 CA CA C3) 0) N. N. N. in N. r r r r r r r r EDA MANAGEMENT 2191.6365 132054 6401471932-8 RIVERFRONT BLUFF GAS N O CN 0 N m u_ Page 578 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N I Y 0 LO LO r N Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No 0 z > . 0 z U O 0 it O W Supplier / Explanation Continued... CENTERPOINT ENERGY SERVCIES INC a) v M .,- 0 r 145793 3/5/2020 PR19 SHAKOPEE BRICKYARD/MARINA PR19 SHAKOPEE BRICKYARD/MARINA PR19 SHAKOPEE BRICKYARD/MARINA PR19 SHAKOPEE BRICKYARD/MARINA PR19 SHAKOPEE BRICKYARD/MARINA < • < • < < < O 0 0 0 0 6876.6365 132055 6402189118-5 v/ 0a 0) O 4 Co 6876.6365 132056 6402189119-3 6876.6365 132057 6402189114-4 O N O N CO LL 6876.6365 132059 6402189113-6 6876.6365 132060 6402189117-7 LO O) f` I, - CO LC) CD O 0 Ln C") O N- CO N- CENTURYLINK CO 0 a) CO ✓ ✓ 0 N 0 N LO M Nr a) ti Ln Nr r ADMINISTRATION TELEPHONE 0121.6334 132082 952 Z16-7600 952-496-1424 Admin CH Elevator ICE ARENA TELEPHONE 0673.6334 132082 952 Z16-7600 952-445-8546 Ice Arena TELEPHONE 0321.6334 132082 952 Z16-7600 952-233-3855 Fire #1 TELEPHONE 0182.6334 132082 952 Z16-7600 952-233-3851 Library O LO ti CO N PARK SERVICES TELEPHONE 0675.6334 132082 952 Z16-7600 952-233-3849 Schleper Stadium TELEPHONE 0321.6334 132082 952 Z16-7600 952-233-3838 Fire Station #2 COMMUNITY CENTER TELEPHONE 0674.6334 132082 952 Z16-7600 952-233-3827 Comm Ctr LO O C6 C3) N H W I- Ct a w a u- TELEPHONE 0421.6334 132082 952 Z16-7600 952-233-3806 Streets TELEPHONE 0621.6334 132082 952 Z16-7600 952-233-3806 Parks TELEPHONE 0441.6334 132082 952 Z16-7600 952-233-3806 Shop O N O N CO LL ADMINISTRATION TELEPHONE 0121.6334 132082 952 Z16-7600 952-233-3801 Admin Fax TELEPHONE 0311.6334 132082 952 Z16-7600 612-E40-1102 911 Line O N O N CO LL TELEPHONE 0311.6334 132082 952 Z16-7600 952-496-7682 Police N- N 0) CO N O N O N CO LL Page 579 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N fY 0 Ln LO fY Cr) a) O) CC 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description 0 0 0 2 Account No 0 z > 0 O z 0 0 0 It 0 0 Supplier / Explanation 0 O E Q m cQ 0 It 0 a) 0 0 Continued... CENTURYLINK CO O 0) CO T T 145794 3/5/2020 SANDVENTURE POOL TELEPHONE 0672.6334 132082 952 Z16-7600 952-233-3848 Sandventure PARK SERVICES TELEPHONE 0675.6334 132082 952 Z16-7600 952 233-3841 Youth Bldg N LC) CO O N O N CO LL w J 0 0 TELEPHONE 0311.6334 132082 952 Z16-7600 952-233-9300 T&L ti M O N O N CO LL ADMINISTRATION TELEPHONE 0121.6334 132082 952 Z16-7600 952-233-9300 T&L Y w J 0 TELEPHONE 0131.6334 132082 952 Z16-7600 952-233-9300 T&L N- N N— O N O N 00 LL w 0 z Z_ L_ TELEPHONE 0151.6334 132082 952 Z16-7600 952-233-9300 T&L N 7 N 0 N O N CO LL PLANNING TELEPHONE 0171.6334 132082 952 Z16-7600 952-233-9300 T&L N 7 N INFORMATION TECHNOLOGY TELEPHONE 0126.6334 132082 952 Z16-7600 952-233-9300 T&L 0 N N- 0 N O N CO LL FACILITIES TELEPHONE 0181.6334 132082 952 Z16-7600 952-233-9300 T&L INSPECTION TELEPHONE 0331.6334 132082 952 Z16-7600 952-233-9300 T&L N 4 ENGINEERING TELEPHONE 0411.6334 132082 952 Z16-7600 952-233-9300 T&L 0) 7 O 0 N O N CO LL H LU H w Y w E Q w Et � a u- a TELEPHONE 0421.6334 132082 952 Z16-7600 952-233-9300 T&L TELEPHONE 0621.6334 132082 952 Z16-7600 952-233-9300 T&L TELEPHONE 0441.6334 132082 952 Z16-7600 952-233-9300 T&L 0 N O N CO LL TELEPHONE 0621.6334 132082 952 Z16-7600 952-233-9300 T&L N Lid L() • O co. RECREATION PROGRAMS TELEPHONE 0679.6334 132082 952 Z16-7600 952-233-9300 T&L Ln Ln CC) N SANDVENTURE POOL TELEPHONE 0672.6334 132082 952 Z16-7600 952-233-9300 T&L N 7 0 N O N CO LL ICE ARENA TELEPHONE 0673.6334 132082 952 Z16-7600 952-233-9300 T&L N 7 N COMMUNITY CENTER TELEPHONE 0674.6334 132082 952 Z16-7600 952-233-9300 T&L PARK SERVICES TELEPHONE 0675.6334 132082 952 Z16-7600 952-233-9300 T&L L) Lid co. co. Page 580 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N CC Y 0 Ln LO CC a) 0) c0 Council Check Register by GL Council Check Register and Summary Business Unit Account Description 0 0) 0 2 Account No 0 z > 0 O z 0 0 0 It 0 0 Supplier / Explanation 0 O E Q a) CQ 0 It 0 a) 0 0 Continued... CENTURYLINK CO O 0) CO T T 145794 3/5/2020 O N O N 00 LU LL COMMUNITY CENTER TELEPHONE 0674.6334 132082 952 Z16-7600 952-233-9300 T&L N O N O N 03 LU LL RECREATION TELEPHONE 0671.6334 132082 952 Z16-7600 952-233-9300 T&L O N O N 03 LU LL ct Lu _� < • 0 LT_LL J a_ TELEPHONE 0321.6334 132082 952 Z16-7600 952-233-9300 T&L a) O O N O N 00 LU LL TELEPHONE 0321.6334 132082 952 Z16-7600 952-233-9300 T&L N- (N O N O N 03 LU LL TELEPHONE 0182.6334 132082 952 Z16-7600 952-233-9300 T&L 7r a) O O N O N 03 LU LL TELEPHONE 0311.6334 132082 952 Z16-7600 2/1/2020 PRI T1 O N O N 00 LU LL ADMINISTRATION TELEPHONE 0121.6334 132082 952 Z16-7600 2/1/2020 PRI T1 O N O N LU LL r Lu 0 TELEPHONE 0131.6334 132082 952 Z16-7600 2/1/2020 PRI T1 M M O N O N 03 LU LL TELEPHONE 0151.6334 132082 952 Z16-7600 2/1/2020 PRI T1 O N O N 03 LU LL PLANNING TELEPHONE 0171.6334 132082 952 Z16-7600 2/1/2020 PRI T1 CO CO 6 O N O N LU LL INFORMATION TECHNOLOGY TELEPHONE 0126.6334 132082 952 Z16-7600 2/1/2020 PRI T1 co L) 4 O N O N 03 LU LL FACILITIES TELEPHONE 0181.6334 132082 952 Z16-7600 2/1/2020 PRI T1 O N O N 03 LU LL INSPECTION TELEPHONE 0331.6334 132082 952 Z16-7600 2/1/2020 PRI T1 O N O N LU LL ENGINEERING TELEPHONE 0411.6334 132082 952 Z16-7600 2/1/2020 PRI T1 CO r ti N O N O N 03 LU LL H ILI H w Y w • 0_ u- 0_ TELEPHONE 0421.6334 132082 952 Z16-7600 2/1/2020 PRI T1 a) O 4 N O N O N 03 LU LL TELEPHONE 0621.6334 132082 952 Z16-7600 2/1/2020 PRI T1 M r r O N O N LU LL TELEPHONE 0441.6334 132082 952 Z16-7600 2/1/2020 PRI T1 CO N N O N O N 03 LU LL TELEPHONE 0621.6334 132082 952 Z16-7600 2/1/2020 PRI T1 O N O N 03 LU LL RECREATION PROGRAMS TELEPHONE 0679.6334 132082 952 Z16-7600 2/1/2020 PRI T1 N O N 03 LU LL Page 581 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f Y 0 O O f O Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > c O z U O 0 it 0 0 Supplier / Explanation O E Q 0) CQ 0 tt U Q) L 0 Continued... CENTURYLINK CO 0 0) 00 T T 145794 3/5/2020 SANDVENTURE POOL TELEPHONE 0672.6334 132082 952 Z16-7600 2/1/2020 PRI T1 ICE ARENA TELEPHONE 0673.6334 132082 952 Z16-7600 2/1/2020 PRI T1 COMMUNITY CENTER TELEPHONE 0674.6334 132082 952 Z16-7600 2/1/2020 PRI T1 (0 N N 0 N 0 N CO LL PARK SERVICES TELEPHONE 0675.6334 132082 952 Z16-7600 2/1/2020 PRI T1 COMMUNITY CENTER TELEPHONE 0674.6334 132082 952 Z16-7600 2/1/2020 PRI T1 co x- RECREATION TELEPHONE 0671.6334 132082 952 Z16-7600 2/1/2020 PRI T1 (0 N N 0 N 0 N CO LL } a _rY _cC m LL LL TELEPHONE 0321.6334 132082 952 Z16-7600 2/1/2020 PRI T1 TELEPHONE 0321.6334 132082 952 Z16-7600 2/1/2020 PRI T1 O) co CY) TELEPHONE 0182.6334 132082 952 Z16-7600 2/1/2020 PRI T1 0 N 0 N CO LL EDA MANAGEMENT TELEPHONE 2191.6334 132082 952 Z16-7600 952-233-9300 T&L EDA MANAGEMENT TELEPHONE 2191.6334 132082 952 Z16-7600 2/1/2020 PRI T1 co x- SEWER MANAGEMENT SURFACE WATER MANAGEMENT SEWER MANAGEMENT SURFACE WATER MANAGEMENT ZZZZZZZZZZ FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH ZZZZZZZZZZ DDDDDDDDDD N CV N N N N N N N N N N N N N N N N N N M. CD CD CO O O CD CD CD O N N .— CTM) N N ,— (?) O O co O f-- f- O O O f-- f-- CO CO CO CO CO 0 0) 0) 0) CA OD CN CO 0?) CO CO) CO 00 w O O O O O LL CINTAS - 754 INC 404407404 404407404 404407404 404407404 404407404 0 O 0 0 0 0 N N N N N N N N N CO0?) M COM M 0?) 0?) M M Ca0 C� J m 0 (!) Y J m 0 o m 0 ED I- 00 Y pcp 0/ H 0 oo fit Y ry 0 2 H ti 0 2 H T JT KR O .— f` (3) N- O .— f` C3) N- 00 co ,— co 00 N- co ,— co 00 I` f` .4 .4 C3) O r- 4 .4 O O 0) C3) 0 NCO N C3) 0 N co N N O N 0 N O M CINTAS FIRST AID & SAFETY 0 M C0 0 T T 0 N 0 N O CO O CO 0) 0) ti I, - CO CO Tr T T H in r cn OPERATING SUPPLIES 0421.6202 5016128580 N M FIRST AID KIT REFILL Page 582 of 617 0?) CO N N 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N 1 0 LO LO 1 CO 0) O) c6 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > 0 O z U O 0 it 0 a Supplier / Explanation 0 O E Q 4) N 0 tt C) a) L 0 Continued... CINTAS FIRST AID & SAFETY 0 M O 0 ✓ r 145796 3/5/2020 COMCAST BUSINESS COLO 0 0 ✓ ✓ INFO TECH I.S. FUND COMPUTER ACCESS N— O O O N H 7806.6339 132089 877210630041384 HIGH SPEED LINE 0 FEB 2020 DIVERSIFIED INSPECTIONS INC 0 0 LO 0 0 ✓ H w w (/) EQUIPMENT MAINTENANCE 0421.6316 I N D I20562 INFO TECH I.S. FUND SOFTWARE -ANNUAL FEES 7806.6410 FACILITIES BUILDING MAINT. 0181.6315 BUILDING MAINT. 0182.6315 FACILITIES BUILDING MAINT. 0181.6315 LO ti M N CO 1` 00 00 1,- ti ti M CY) CY) • CY) 0) N— N— N— ..— N- a) O O O O O • O CM M M M M YEARY INSPECTIONS O O CS) ix) 4 O 00 C3) ti O ix) O C3) ti 0 z 2 w Cr) CO 0 CO 0 ✓ YEARLY ESRI MAINTENANCE O O O O O Ln M O O O O O Ln co EXCEL WINDOW CLEANING CO INC a) co Nr CO 0 ✓ O O O O O O O O Cd 00 CO CO LO f` 00 N 0 O C9 N N CO FACTORY MOTOR PARTS INC w w U U Y J J CC 0_ 0_ 0_ EQUIPMENT MAINT SUPPLIES 0311.6240 158-029554 EQUIPMENT MAINT SUPPLIES 0311.6240 158-029512 (NI O) 00 LC) 4 C0 C3) CY) CREDIT MEMO OPERATING SUPPLIES 0621.6202 MNSKA171357 SEWER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7711.6240 O Ln 7r N C3) a) CO C\1 O O M M FASTENAL M N N 1` C.O 0 LO FLEXIBLE PIPE TOOL CO a) co 0 0 r N co co (/) ix) 00 C0 ix) In 00 00 Lc) GOBER, PATRICIA LO 0 ti O M ✓ PR19 SHAKOPEE BRICKYARD/MARINA AWARDS & DAMAGES 6876.6610 FINAL PAYMENT CO M O N M FINAL RELOCATION PAYMENT O O O O O) N- BUILDING MAINT SUPPLIES 0182.6230 9460621486 GRAINGER INC I,- LO 0 0 ✓ O 00 O 7 O O Ln O) N- 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 0 N LO M M M M M M M M M M M M M M M M M a) a) a) 0 O O 0 O 0 10 10 10 CO CO CO CO CO CO ✓ r r r r r r r r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 10 LO fY ti a) 0) c6 ILL Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > c O z U O 0 It 0 w Supplier / Explanation O E Q Na) 0 It U a) L 0 Continued... GRAINGER INC 145805 3/5/2020 GRANICUS INC 00 0) r r r Y w 0 SOFTWARE - ANNUAL FEES 0131.6410 TELECOMMUNCATION SOFTWARE - ANNUAL FEES 0127.6410 O 00 COCO 00 CO N N 71- 71- O O N N CO (0 NOVUSAGENDA SUBSCRIPTION SWAGIT SUBSCRIPTION O O O 7 O O O O Li) Li) O 0) N ti ti O O O LO LO x- HENNING PROFESSIONAL SERVICES INC 0) CO 00 0) N r CIF20-003 12TH AVE TRAIL OTHER PROF SERVICES 6860.6327 w w _a _Q LL u UNIFORMS/CLOTHING 0321.6212 OPERATING SUPPLIES 0321.6202 N 0) 10 O O N O Z Z I` N CO 0) LO LO O O O N N N CY) CY) CY) EASEMENT ACQUISITION SVCS N C3) Li) C3) 0 N (3) Ln (3) CO x- JEFFERSON FIRE & SAFETY INC M in NI - LC) 0 r O N CD ti (3) JOHNSON CONTROLS FIRE PROTECTION LP c0 ti C0 CO N r FACILITIES BUILDING MAINT. 0181.6315 132078 21480862 O O N 7r N KIBBLE EQUIPMENT LLC 0 0 0 0 0 0 Z Z Z Z Z Z DDDDu_ u u u u u U) U) U) U) U) U) Z Z Z Z Z Z LULULULULULU 0 0 0 0- 0- 0- DDDDDD 0 0 0 0 0 0 w w w w w w Z Z Z Z Z Z d d d 0_ d d DDDDDD 0 0 0 0 0 CC w w w w w w CO CD CO CO C0 CD 7r O O O O O O O O O O O O 000000 ti ti ti ti ti - O O O O O O 00 00 co co 03 co ti ti ti ti ti 1-- CO O O O O O NNNCNCNN O CO CO CO O O O O O O COCNINCNNNN 0) CY) CO CO CO O 00 � O � O O ,- O O O O O O O O Z Z Z Z Z Z > > > > > > O 0) cor--0) 03 N- N COyCOyCOC71- OY) COyCO r '^ `/� `/� '/� '/� '^ (0 P1 P1 A (0 U) O O O O O O O O O O O O O O Ni CD O CD O O O N N N N CO- O O 0 0 0 0 0 N N N N N N N 0 N N in in in in in 0) 0) 0) 0) 0) O O O 7r CD N KROMINGA, TERRY 0) 0 0 r INSPECTION OTHER PROF SERVICES 0331.6327 FEBRUARY 2020 w Y w Y CC CC CC 0- U) 0- CONFERENCE/SCHOOL/TRAINING 0621.6472 CONFERENCE/SCHOOL/TRAINING 0421.6472 CO 0) CO CY) ti ti ti 0) CY) CO CD CD O O O N N N CY) (00) O O N ti LEAGUE OF MN CITIES (0 CO 0 r 0 r SAFETY AND LOSS WKSHP - KR JS SAFETY AND LOSS WKSHP - BE JT O O O O O O 71- 71- OPERATING SUPPLIES 0621.6202 Page 584 of d i°64 101067 LINK LUMBER INC O a) O Ni co O 0 0 0 N N N 0 N N N 10 LO 0) 0) 0) C0 1,- 00 CA 0 r N CO 0 0 0 0 r r r r 00 CO CO 00 00 in 00 in r r r r r r r r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 L() L() r CO Council Check Register by GL Council Check Register and Summary Business Unit Account Description L 0) 0) 0) U) Account No O z > 0 O z U O 0 it 0 0 Supplier / Explanation 0 O E Q 1 0 tt 0) L 0 Continued... LINK LUMBER INC 3 O J ti ti (0 CO 0 0 ✓ r O O ✓ r INFO TECH I.S. FUND COMPUTER SERVICES 7806.6314 SURFACE WATER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7731.6240 SEWER MANAGEMENT CURRENT USE CHARGES 7711.6369 w c 1— U) OPERATING SUPPLIES 0421.6202 PLANNING OTHER PROF SERVICES 0171.6327 w U_ J 0 0 0311.6480 00 LC) ti CO co O r (0 co CO a O C7 O 71- N CO r ti L) N 00 M O O O O cN M M M NETWORK ASSISTANCE 71- LO CT) N- C CO 00 x— - N LO ti CO x— N MACQUEEN EQUIP CO O r E. r 00 N- o (/) N ti a) O ✓ N ti 0) O ✓ METRO COUNCIL ENVIRO SERVICES ti N ✓ O 0 ✓ N O ti (0 N- 00 N N N O ti CO N— CO- CV N 126318 MINNEAPOLIS OXYGEN CO Lid ti 0 cM MINNESOTA OCCUPATIONAL HEALTH 0) 0 (0 M O O ti CO 107592 MN CHIEFS OF POLICE ASSOC JA34 MNCPA - DUES FOR 2020 MN POLLUTION CONTROL AGNCY O N. ✓ 0 0 ✓ SEWER MANAGEMENT CONFERENCE/SCHOOL/TRAINING 7711.6472 132095 SC-574 2020 KEVIN'S COLLECION RENEWL RENEWAL CLEANING SERVICES 0421.6326 CLEANING SERVICES 0311.6326 CLEANING SERVICES 0182.6326 FACILITIES CLEANING SERVICES 0181.6326 rn 0) 0) 0 0 0 0 w cC 1— (/) EQUIPMENT MAINT SUPPLIES 0421.6240 5004-201250 ti LC) N- 0 ti CO N N N N M CO CO (0 (0 01,— 121207 MULTI -SERVICES, INC O O O O O O O O O O (0 (0 N Ln N N NO (O O ti N N N O O (0 O NAPA GENUINE PARTS CO M N O 0 ✓ 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N 0 0 0 0 0 0 0 0 0 N in LO LO Lc) L0 LO 10 L0 LO LO (0 M M M M M M M M M (0 O co ti 00 (5) O r N ✓ r r r r r r N N N CO CO CO CO OD CO 0OD CO OD L0 L0 L0 L() LO L0 L() LO L0 LO ✓ r r r r r r r r r O LO 00 LC) N ca 0_ (0 Lc) r co ti 00 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N I 0 LO LO r a) Council Check Register by GL Council Check Register and Summary Business Unit Account Description L 0) co -o 0) '= V) Account No O z > c O z C) O 0 it 0 w Supplier / Explanation c O E Q 1 0 It C) 0) L 0 Continued... NAPA GENUINE PARTS CO M N O 0 r 145822 3/5/2020 w w w w ct (n LL U) EQUIPMENT MAINT SUPPLIES 0421.6240 5004-201230 CO Lc) U) EQUIPMENT MAINTENANCE 0321.6316 5004-200089 BUTT CONNECTORS FOR JOE LC) O N O Ln N I` NEWMAN SIGNS CO CO ✓ CO 0 ✓ OPERATING SUPPLIES 0421.6202 TRFINV019239 ct L_ EQUIPMENT MAINT SUPPLIES 0321.6240 BUILDING I.S. FUND BUILDINGS 7810.6730 N CY) I,- 0 N L0 CD Lf) a) CO a) a) Ln O O O N N N CY) M Cr) SIGN ITEMS N I,- Ln M a) N N.- LO CO a) N— NORTHSIDE SALES CO CO N Ln a) co PRO -TECH DESIGN LO CO 0 N. N r SCOTT CO TREASURER DEPUTY REGISTER H w ct EQUIPMENT MAINT SUPPLIES 0421.6240 SK1146 AND .— I,- 0 N CY) TAX EXEMPT TABS 128301 SELEX ES INC w U_ J 0 0 EQUIPMENT MAINTENANCE 0311.6316 Cr) O N CY) REPAIR OF CAMERA -LPR O ,r Lc) O 00 4 co N. 00 109094 SHAKOPEE MDEWAKANTON SIOUX COMMUNITY SURFACE WATER MANAGEMENT w (/) D LL w CC 7731.6367 132026 SALES0000000059 Lc ) ti SHAKOPEE SECURE STORAGE LLC N CO ti O M r ESCROW FUND C.O. CHARGE PAYABLE 8040.2370 SH097233 ESCROW FUND EROSION CONTROL PAYABLE 8040.2371 SH097233 00 CO CO M O 0 N N M M 2800 4 AV E #97233 2800 4 AV E #97233 O co O O I` O O M O N LO O CO LO Cr) M ti CY) LO Ln SHAKOPEE TOWING INC O 0 0 0 0 0 0 0 N N N N N N N N 0 0 0 0 0 0 0 0 Lo in in Li" 10 LO LO 10 M M M M M M 0) M N N N co N co N M CO CO CO 00 CO 00 CO 00 ✓ r r r r r r r DWI FORFEITURE OTHER PROF SERVICES 2121.6327 DWI FORFEITURE OTHER PROF SERVICES 2121.6327 DWI FORFEITURE OTHER PROF SERVICES 2121.6327 0 Cr) • CO O 00 N CY) O t co O O a) ti 00 a) 0 0 0 N N N CO M CY) 18013614- STORAGE FORF. 19001723 -FORF. STORAGE/TOW 18026697- FORF. STORAGE/TOW O O O O LIB O O a) ai O M 00 co I` 00 Page 586 of 617 0 LC) 00 N O 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LO LO r 0 a) 0) CO 0 Council Check Register by GL Council Check Register and Summary Business Unit Account No O z > c O z U O 0 It 0 0_ Supplier / Explanation c O E Q Na) 0 It a) L 0 Continued... SHAKOPEE TOWING INC N co N r 0 r 145830 3/5/2020 SHERWIN WILLIAMS CO 0) co N .,- 0 ✓ BUILDING I.S. FUND BUILDINGS O 0 0) Q 00 7810.6730 Q a OPERATING SUPPLIES 0621.6202 BUILDING I.S. FUND BUILDINGS O 0 0) Q 00 7810.6730 00 • M N- C3) - N 00 t co co C3) 6) 0 CO 0) 0 O 0 N N N CY) M CY) INTERIOR PAINTING INTERIOR PAINTING f` 00 0) • O Cc) C3) 00 LO SHI INTERNATIONAL CORP 0) N 0 0 N ✓ INFO TECH I.S. FUND SOFTWARE -ANNUAL FEES INFO TECH I.S. FUND SOFTWARE -ANNUAL FEES INFO TECH I.S. FUND SOFTWARE -ANNUAL FEES INFO TECH I.S. FUND SOFTWARE -ANNUAL FEES CY) CY) CY) M 0 0 0 0 0 0 0 0 O O 0 0 NNNN H H H H 7806.6410 B11407399 7806.6410 B11406794 7806.6410 B11408611 7806.6410 B11408474 LO CO I` M 00 00 CO 0 O O 0 N N N N CY) M CO CY) MS EA TRUE UP MS EA TRUE UP MS EA TRUE UP YEARLY MS EAAGREEMENT Co O O O O M N 4 4 Ln co 71- x N- N N N ,- N LO 0 O Ln co co co - co 105794 SHRED RIGHT - A ROHN INDUSTRIES CO Lu U_ J a OTHER PROF SERVICES 0311.6327 PLANNING OFFICE SUPPLIES 0171.6210 CO CO co co w i— U w i— w w J Lu O i— J a cr) u_ UNIFORMS/CLOTHING 0311.6212 0 N▪ . co x- I� 0 0) co 0) O o 0 N N N CY) CY) M SHREDDER SERVICES FOR PD 0 N LC) N 0 N Ln N SIGN SOURCE, INC NAMEPLATE FOR N. BUSKA STREICHER'S CH80 VEST o 0 O 0 N x- 0 O O 0 N N- TITAN MACHINERY 00 N LO N ✓ EQUIPMENT MAINT SUPPLIES 0421.6240 13635933 GP o0 7r 0 N co LC) C3) O (/) 0 0 C9 LC) N- 0 0 C9 LC) N- TOTAL TOOL INC 0 CO 0 0 r OPERATING SUPPLIES 0441.6202 SEWER MANAGEMENT OPERATING SUPPLIES 7711.6202 O 0 O O 0_ a w w O 0 (/) (/) O O 0 0_ N CY) M CO N- M 0 0311.6332 03 CO C3) - C3) N- CO CO CO CY) CY) LO CO 0 0 0 0 N- x- N N N N M CY) M M 0 N Li) co 0 115304 UPS STORE 4009 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 N LO LO iii ..r) 10 iii Lo 10 co co co M co co M co M M M M M M M M 10 10 10 CO O O CO 00 ✓ r r r r r r r SHIPMENT OF PBT'S CD26- LPR CAMERA FOR REPAIR N- N CC N Page 587 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N CC 0 Ln LO CC a) O c6 0 Council Check Register by GL Council Check Register and Summary Business Unit Account No O z > c O z o 0 It 0 0_ Supplier / Explanation c O E Q Na) 0 It a) L 0 Continued... US POSTMASTER N N CO CO 0 r 145839 3/5/2020 COMMUNICATIONS RECREATION O 0 H H U) U) O 0 0 0 0125.6332 0671.6332 Y CC 0_ ENGINEERING Y CC w J 0 RECREATION PROGRAMS SEWER MANAGEMENT w w w w w O 0 0 0 0 w • w • w • w • w U) 0 0 O • 0 0 0 0 Ct CC CC CC CC d d d d d w • w • w • w • w 22222 H H H H H O 0 0 0 0 0621.6327 0411.6327 0131.6327 0679.6327 7711.6327 O O N N N N O O O O O O O CY) CY) CO CY) CO N N I` N- O O NI NJ CY) CY) BROCHURE POSTAGE BROCHURE POSTAGE LO LO O O N- O O N N O Cr) CY) O N VERIFIED CREDENTIALS INC O 0 0 ✓ 0 ✓ NININININI M CO CO CO M O O O O LO O O O O co I` LO O O O LC) O - LC) r O O a) 7r WEMYSS, INC Nr LA M 0 M r w cC L_ CONFERENCE/SCHOOL/TRAINING 0321.6472 2020 ERDI O O N CY) CERTIFICATION WSB & ASSOC INC O 0) 0 0 ✓ ENGINEERING/DESIGN CONSULTANTS PA-19-09 MEMORIAL PARK BRIDGE 6835.6312 R-014086-000-8 ENGINEERING/DESIGN CONSULTANTS STS20-001 EROSION/POND/OUTLETS 6890.6312 R-015408-000-1 ENGINEERING/DESIGN CONSULTANTS ENGINEERING O O O O N N- 0411.6312 R-015424-000-1 ENGINEERING/DESIGN CONSULTANTS ENGINEERING 0411.6312 R-015424-000-1 • 00 O a) O O CY) CY) Cr) CY) r WSB QUARRY LAKE OUTLET STUDY CRETEX TRAFFIC STUDY CRETEX TRAFFIC STUDY O LO LO O O O I` I` O O O .4 O 00 .4 a) CVO Cr)00 CO N- O LC) O CO O N CY) ADAN, ABDIAZAZ CO LA I,- 0 M r COMMUNITY CENTER MEMBERSHIPS 0674.4762 SELF INSURANCE I.S.FUND AWARDS & DAMAGES 7820.6610 a) a) w w w CC CC CC LT_ LT_ L_ EQUIPMENT MAINTENANCE 0321.6316 EQUIPMENT MAINTENANCE 0321.6316 EQUIPMENT MAINTENANCE 0321.6316 cY) Cr) N 0) N- N N N CO cM N ON N Lo 0) CY) O N CO71- O O N N N C CO M CY) CO CO REFUND MEMBERSHIP O 0 I` CO ADVANCED GRAPHIX, INC 10 N 00 0 N ✓ N u) LC) ti 00 CY) N- LO N 00 0) N- ALEX AIR APPARATUS, INC N In 10 0 r QUARTERLY COMPRESSOR TEST N CO 00 in O) N CY) 00 O CY) ANCOM TECHNICAL CENTER M CO 0 0 r 0 0 0 0 N N N O 0 0 O 0 0 0 N N N N N N N N N N N In ii-i10 N M M M M M M M in in co in up in in Nr N- SPARE PAGER 4 REPAIR THEISEN PAGER REPAIR Page 588 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LC) LO fY N x- Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > c O z U O 0 It 0 W Supplier / Explanation Continued... 100613 ANCOM TECHNICAL CENTER 145846 3/12/2020 APACHE GROUP CO CO 0 O 0 ✓ FACILITIES OPERATING SUPPLIES 0181.6202 OPERATING SUPPLIES 0182.6202 ti ti Cr) CO CY) CY) N N N - N N N N - N CY) M C3) O I` O 00 O 71- LC) 00 CY) 0) N 00 0) APPLE FORD OF SHAKOPEE INC EQUIPMENT MAINTENANCE 0311.6316 FOCS143093 INSPECTION EQUIPMENT MAINT SUPPLIES 0331.6240 263936FOX SWMDTF - STATE GRANT EQUIPMENT RENT 8025.6420 51120-18531 FEB O N O N W W U U Y Y Y Li i CC CC CC in 0 0 a a a w 0_ 0_ 0_ 0_ 0_ u_ EQUIPMENT MAINTENANCE 0311.6316 FOCS151060 N co N N (0 SK1029 SQUAD 151 N O O I,- CY") O O Ni 109076 APPLIED CONCEPTS INC EQUIPMENT MAINT SUPPLIES 0311.6240 OPERATING SUPPLIES 0621.6202 OPERATING SUPPLIES 0621.6202 OPERATING SUPPLIES 0621.6202 OPERATING SUPPLIES 0441.6202 COMMUNITY CENTER BUILDING MAINT SUPPLIES 0674.6230 COMMUNITY CENTER BUILDING MAINT SUPPLIES 0674.6230 FACILITIES BUILDING MAINT SUPPLIES 0181.6230 PERSONNEL - PAYROLL SERVICE AWARDS 0123.6645 000 CO CO O N 0 CO) CO co NNNN W M 0 0 0 0 0 LO CO CO 00 00 CO CY) CO N N N ▪ N N M M M M M M M M M O O CO N O O 4 CO N ARROW ACE SHAKOPEE 0 0 0 0 N N N N 0 0 0 0 N N N N N N N N ✓ r r r M. M. M M O O O 00 rn O 00 In. ( O 0) L0 x- 0) 00 f` 0) Ln — Ni N ti co Ln L0 125674 AWARDS NETWORK SERVICE AWARD - G. HEYDA BLUE TO GOLD LAW ENFOREMENT TRAINING LLC SWMDTF - MATCH CONFERENCE/SCHOOL/TRAINING 8826.6472 132195 AND-IGS001J O O O co O 0) 7r co BOLTON & MENK INC t0 O 0 O ✓ O O O N N N N N N r r r M M M V V V In L[) LN[) 0 in in in CO CO CO in ✓ r r r r r r ENGINEERING/DESIGN CONSULTANTS CIF19-003 STREET/UTILITY RECON 6869.6312 N ti 7r N O O N N N CY) Page 589 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LC) LCD f co x- a) co) (6 ILL Council Check Register by GL Council Check Register and Summary Business Unit Account No O z > c O z C) O 0 It 0 0 Supplier / Explanation O E Q a) N 0 It U a) L 0 Continued... BOLTON & MENK INC t0 T 0 0 T 145853 3/12/2020 BOYER TRUCKS 00 CO I, - I, 0 T w in EQUIPMENT MAINT SUPPLIES 0421.6240 0 LC) LO CO N SWMDTF - FORFEITURES EQUIPMENT MAINTENANCE 8827.6316 MARCH 2020 Lc) O) LC) N N N CY) CO 0) ) N- Ci Co N- CA co CARLSON LEASING COMPANY w r J 00 H O H CI r T LC) LO N ti LC) 0 0 N N 0 0 N N N N r T M M LEASE PYMT SWMDTF - FORFEITURES EQUIPMENT RENT 8827.6420 MARCH 2020 LC) LC) N N CO MARCH LEASE PMT LEASE PYMT CDW GOVERNMENT INC EQUIPMENT I.S. FUND EQUIPMENT EQUIPMENT I.S. FUND EQUIPMENT I.S. FUND I— I— z z w w _d • d_ 00 00 O a w w EQUIPMENT I.S. FUND EQUIPMENT CO - CY) CO CY) O O O O O O O O 0 0 0 0 7800.1740 7800.1740 7800.1740 7800.1740 () CO CO CO 00 CO 00 00 0) 0) 0) 0) 0 0 0 a 00 m 00 00 X X X X CN• CN• CNC▪ N CNCNCNCN CNCNCNCN CY) CY) CY) CO SK1356 SQUAD 191 SK1357 SQUAD 192 SK1358 SQUAD 193 SK1359 SQUAD 194 L!^) N- N- N- N- LCD r r r r 0) CENTERPOINT ENERGY SERVCIES INC 00 CO 00 CO CO N N N N r r M M Nr N CO 1� in in in in 0o 0o 0o 0o in in in ir) T T r T SANDVENTURE POOL w 0 a < PARK SERVICES w ct H 0 • < in in ct O cocC i- a J LL (!) COMMUNITY CENTER O • 0 0 0 0 • 0 0 0 0 0 0672.6365 8000014353-9 00 N CY) .- AQUATIC PARK MAR 2020 0421.6365 8000014353-9 c0 Nco PUBLIC WORKS 7r CD .— N- CO N MAR 2020 0621.6365 8000014353-9 CO N CO PARK SHELTERS co V- Cd CA CC) MAR 2020 0675.6365 8000014353-9 00 N CY) YOUTH BUILDING O ti L▪ C) MAR 2020 0311.6365 8000014353-9 co Nco POLICE STATION MAR 2020 0182.6365 8000014353-9 CO N CO CC Q 00 0 J MAR 2020 0321.6365 8000014353-9 00 N CY) FIRE STATION #1 MAR 2020 0421.6365 8000014353-9 co N M FACILITIES MAR 2020 0674.6365 8000014353-9 CO N M COMM CENTER CEO N ti LD O N I` N CO MAR 2020 0321.6365 8000014353-9 00 N CO FIRE STATION #2 N LO L▪ C) CO MAR 2020 Page 590 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N I 0 LO LO f 7r r Council Check Register by GL Council Check Register and Summary Business Unit Account Description L N 0) Q) U) Account No 0 z > c 0 z C) O 0 it 0 O _ Supplier / Explanation O E Q N N 0 It C) N L 0 Continued... CENTERPOINT ENERGY SERVCIES INC a) v co ,- 0 r 145857 3/12/2020 ICE ARENA FACILITIES < • < O 0 0673.6365 8000014353-9 ICE ARENA in Co (.6. ,- co in MAR 2020 0181.6365 8000014353-9 r CO r N CY) r NEW CITY HALL 7r O N CO 7r MAR 2020 CHOICE ELECTRIC INC N f` N ✓ 0 r W < W Y - H W Et _m in J (!) Q U BUILDING MAINT SUPPLIES 0321.6230 BUILDING MAINT. 0182.6315 C\I CO co co 00 C0 ✓ r CY) CY) C3) ✓ N N C M M ✓ r ST. 2 COMPRESSOR VOLTAGE INFO O 00 LO LO. ,- LO N- r C70 O Ln N N CINTAS - 754 INC SEWER MANAGEMENT SURFACE WATER MANAGEMENT Z Z Z Z Z FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FACILITIES FACILITIES Z_ _Z Q Q O 0 Z Z O 0 J J ZZZZZDD DDDDDCOM N N N N N LO LO N N N N N M M O CO CO CO O O CO N N 7tr CY) 00 CO CO I` I` r r O O O N- N- O O INFO TECH I.S. FUND COMPUTER SERVICES 7806.6314 CC 0_ UNIFORMS/CLOTHING 0621.6212 ~YCOCO CY) CY) N- CO C)N- O O O O O LL On On O) LO rn O O O O O O O co CY) ✓ r LO LO LO LO LO CO CO CO Ls) N N N N N N N N r M M M M M M M M M ✓ r Ma co U U co ~ J U o m U H u) Y ry 0 2 H r O O N N O O N N N N ✓ r M M JT KR ▪ 1—m O r I` C3) 0- r N CO r CY) 00 I` CY) r 0)) O N CY) OC\I M 71- I,- Co CO CY) CIT TRAINING SQL CONSULTING LC) I` M CA r Ln I,- C'') C3) r CONCRETE CUTTING & CORING INC 00 V CD 0 0 ✓ N Cy) CY) O Ln N C3) M O Ln CUB FOODS SHAKOPEE ADMINISTRATION 0 0 0 0121.6213 FEBRUARY 2020 PERSONNEL - PAYROLL WELLNESS PROGRAM 0123.6471 FEBRUARY 2020 ADMINISTRATION GENERAL FUND X O 1— O W O D 0121.6213 FEBRUARY 2020 1000.2080 FEBRUARY 2020 � ti ti ti ✓ r r r M M M M ✓ r r r N 7r O O O CO CO r I` 7 I` I` Cfl r co in r DALCO INC CO CO N V 0 r 0 0 0 0 N N N N 0 0 0 0 N N N N N N N N r r r r M M M M CO N CO CO CCO it) LC) CO 10 CO CO in CO CO ✓ r r r r r COMMUNITY CENTER BUILDING MAINT SUPPLIES 0674.6230 COMMUNITY CENTER EQUIPMENT MAINT SUPPLIES 0674.6240 ICE ARENA EQUIPMENT MAINT SUPPLIES 0673.6240 CO CO CO CO o r x- ti I` I,- LO LO LC) CO CY) CY) 00 r N CY) N N CY) M r r KAIVAC PARTS Page 591 of231 KAIVAC PARTS C\I r .- 7r N- ti 0)r 0)) O~) 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N iY 0 LO LO IY L) a) O) c6 0 Council Check Register by GL Council Check Register and Summary Business Unit Account No O z > c O z C) O 0 It 0 tl Supplier / Explanation O E Q Na) 0 It C) a) L 0 Continued... DALCO INC CO CO N V 0 r 145863 3/12/2020 PAYROLL CLEARING DENTAL INSURANCE 0912.2162 CNS0000415460 LC) N co DELTA DENTAL PLAN OF MN d' 0 CO 0 0 ✓ O co LC) 4 co N ,r O Lf) Cci 7r 7r DIETZ, NICOLE CO ✓ N 0 M ✓ SANDVENTURE POOL LESSONS 0672.4770 FACILITIES BUILDING MAINT SUPPLIES 0181.6230 SWMDTF - STATE GRANT OTHER PROF SERVICES 8025.6327 N O N CY) CY) N .— O N L) N a) (0 C70 O N a) f` N N N co co REFUND LEARN TO SWIM DOOR WORKS 0 Z p w ui 0 w 2 >- w w 0 0 O CA N. t0 co co t0 O N LO O N N ✓ r r Co a) 00 N Co a> CO N O O O LC) (0 O O O Ln (0 PAYROLL CLEARING VISION PAYABLE 0912.2163 164240779 N N CO O I,- 4 C3) CY) (0 I,- 4 0) CO FACTORY MOTOR PARTS INC co O in 0 0 ✓ EQUIPMENT MAINT SUPPLIES 0311.6240 1-6285588 co co N M (0 ti N u) O 00 a) FASTENAL OPERATING SUPPLIES 0621.6202 MNSKA171650 EQUIPMENT MAINT SUPPLIES 0421.6240 MNSKA171553 71- ti 00. co Crj CD N LO CO FENDLER, GERALD CO CO I,- 0 M ✓ REFUND MEMBERSHIP Co LC) COMMUNITY CENTER MEMBERSHIPS 0674.4762 PARK SERVICES DAMAGE DEPOSIT 0675.4801 CO 0) C0 CY) N 0) 10 CO L0 LO N N 0 O 0 Cr) N N N I,- CY) CY) (a— O �N OtS a) Z a cc w o 2 u_ Li, cc cc w Z cc 7r oo LC) GARCIA, MAITE REFUND DEPOSIT O O O 0 N O O O 0 N N ✓ ✓ 0) N ✓ N 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N ✓ r r r r r r r r r M M M M M CO M M M M CO CO CO CO CO (0 0� ti ti ti CO 00 CO CO CO CO CO 00 00 co ✓ r r r r r r r r r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N 0 LO LO CO Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No 0 z > 0 0 z O 0 0 O _ Supplier / Explanation Continued... 129112 GARTNER REFRIGERATION & MFG INC 145873 3/12/2020 ICE ARENA EQUIPMENT MAINTENANCE 0673.6316 ICE ARENA EQUIPMENT MAINTENANCE 0673.6316 co 00 cc) CO CO LO CO N N N N Cr) M GARY L FISCHLER & ASSOCIATES PA SWMDTF - FORFEITURES OTHER PROF SERVICES 8827.6327 SEWER MANAGEMENT OTHER PROF SERVICES 7711.6327 SURFACE WATER MANAGEMENT OTHER PROF SERVICES 7731.6327 M 00 CO Ln N N L{) f-- N. CO LO ti ti N N N N M CO M O O LO O O O O Lf) co 101096 GOPHER STATE ONE -CALL INC ROW UTILITY LOCATE TICKETS ROW UTILITY LOCATE TICKETS CO N Ln LO Ln 00 O co N GREEN ARROW ENGRAVING W J 0 0 OTHER PROF SERVICES 0311.6327 132182 OFFICER OF THE 2019 OFFICEROFTHEYEAR PLAQUE YEAR 2019 o_ EQUIPMENT MAINT SUPPLIES 0621.6240 COMMUNITY CENTER MEMBERSHIPS 0674.4762 ICE ARENA PARK SERVICES COMMUNITY CENTER 0 J FACILITIES FACILITIES FACILITIES FACILITIES z z z z z z z z z z • z z z z z z z z O 0 0 0 0 0 0 0 0 DDDDDDDDD MI 03 03 co co co co co co LO L() L0) LO Lf) Lf) Lf) L() L0) co co co co cq CO CO CO CO M L{) 0 N Cal N- 00 00 00 00 00 00 co co co O O O O O O O CV N- CO 00 CO CO CO CO CO CO 71- O) O O CO 0 LO LO N 0) CO 0) 0) O) N N 0 00 O O O N N.- N N M cM M M M M M M M HANCO CORPORATION O O O 00 I` CO HENNEN, PAM ti 0) ti O M REFUND MEMBERSHIP ti ti ti N HUEBSCH CO 32242 4461163 32242 4461163 I` O O LO O N— CO O N— co CO O O co N O O) I` 00 4 ti O ( O) .— O 4 I` co .— co co co co co co N 0 0 0 0 0 N N N N N N 0 0 0 0 0 0 N N N N N N N N N N N N ✓ r r r r r M Cl M M CO Cl NI' I, I, I, I, ti CO CO CO CO CO in ✓ r r r r r 108015 IDENTISYS 0 N O N M O 00 CO ADMINISTRATION OPERATING SUPPLIES 0121.6202 Page 593 of d,120 NON -PRINTABLE KEYCARDS 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N I 0 LO LO fY Council Check Register by GL Council Check Register and Summary Business Unit Account Description i 0) O) 0) 2 U) Account No O z > c O z U O 0 it 0 a Supplier / Explanation 0 O E Q 0) N 0 It C) 0) L 0 Continued... IDENTISYS N .,- 0 00 0 r 145880 3/12/2020 INNOVATIVE OFFICE SOLUTIONS, LLC CO N I,- 0 N r ADMINISTRATION OFFICE SUPPLIES 0121.6210 IN2894252 ELECTIONS OFFICE SUPPLIES 0132.6210 IN2896990 w U_ J 0 0 OFFICE SUPPLIES 0311.6210 SCN-098001 I� I� I` N- 0) Cr, x- N N N N CO CO CO RETURN OF PENS O N CEO al-.) O CO N O LO .— in CREDIT MEMO O Ln JAIN, SHEETAL O 0 00 0 CY) ✓ COMMUNITY CENTER DAMAGE DEPOSIT 0674.4801 CO O) CD LC) N in cC L_ UNIFORMS/CLOTHING 0321.6212 co co co LO z O LO N (NI N CY) CO REFUND DEPOSIT O O LO N O O 0) N JEFFERSON FIRE & SAFETY INC M IS ) LC) 0 ✓ Lf) N O CO JOHNSON CONTROLS FIRE PROTECTION LP c0 I, - to CO N FACILITIES BUILDING MAINT. 0181.6315 ICE ARENA BUILDING MAINT. 0673.6315 COMMUNITY CENTER BUILDING MAINT. 0674.6315 ICE ARENA BUILDING MAINT. 0673.6315 CO • CO CO 71- x- CO CO CO C3) CO CO N I` I` I` CO I` I,- N- N N - CNN I` 00 N N N O CY) CY) N—N N N N N N N CO(0 M M .— FIRE SPRINKLER SPRINKLER TESTING SPRINKLER TESTING LC) O O O O I` O O O O O • 4 N N CO COO N71" N O O N Ln Co KENNEDY & GRAVEN CHRTD 0 0 0 0 N N N N N O O O O O N N N N N N N N N N ✓ r r r r Cl Cl M M M CO CO CO 00 CO CO CO 00 0) CO ✓ r r r r w 0 _ J 0 0 ATTORNEY 0311.6310 132277 SH155-00023PD ATTORNEY SERVICES FOR POLICE O N O N Z Q MAYOR & COUNCIL ATTORNEY O 0) C0 O 132278 SH155-00023 JAN LEGAL SERVICES 0 N 0 N ADMINISTRATION ATTORNEY 0121.6310 132279 SH 155-00023A LEGAL SERVICES 0 N 0 N Z Q H C0 2 0 i ATTORNEY 0419.6310 132280 SH155-00023E 0 N 0 N Z Q CIF20-004 20 FD PAVEMENT RECON IMPROVEMENTS 6885.6760 132280 SH155-00023E O O L() O O O Lf) LO Ln Lf) 0) ti .4 ti N O - CO ▪ O O N 0 N Z Q LICENSES ATTORNEY 0133.6310 SH 155-00023CC 00 N N CY) O N 0 N Z Q RECREATION ATTORNEY 0671.6310 132282 SH155-00023PR LEGAL FEES O O O O O 0 I,- I,- I,- 0 N 0 N Z Q w 0 z Z_ L_ ATTORNEY 0151.6310 LL co N 0 0 O LO L0 2 CO CO N CI*. c- Too 0) Lo CD (0 0_ w w CC w 0 Q D 0 z Q J [n w Cth w CC O O O 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LO LO fY op N— Council Check Register by GL Council Check Register and Summary Business Unit Account No it 0 0_ Supplier / Explanation 0 O E Q 0) CQ 0 It a) L 0 Continued... KENNEDY & GRAVEN CHRTD CI M Nr 0 0 r 145885 3/12/2020 O N O N Z a PLANNING ATTORNEY CV N O O 0171.6310 SH155-00475 JAN 7r 00 N N CY) O LO C6 N ti O N 0 N CIF19-004-11 UNBRIDLED AVENUE ATTORNEY 6880.6310 132285 SH155-00477 JAN EMINENT DOMAIN SANMAR O N 0 N Y Y CC CC EQUIPMENT MAINT SUPPLIES 0621.6240 EQUIPMENT MAINT SUPPLIES 0621.6240 co RECREATION PROGRAMS ADULT ACTIVITIES 0679.4795 COMMUNITY CENTER (1) Z 0 U) W J 0674.4770 L) O) 71- 00 (0 co Ln co .— O t Lf) (0 f� N N N N O CY) C3) Cr) x- N N N c'0 M KIBBLE EQUIPMENT LLC L() CO N M 00 M Lf) ti co ( .— N ti 00 O 7r KISNER, MAVIS N CO a) N co 7r O Lc) N N N N M Cr) 0 Z w CC O O Li) KNOX, KRISTINE N 0 CO 0 M ✓ REFUND SWIM LESSONS 0 0 O 00 O O O 00 KOSTELAC, KEVIN ICE ARENA SKATE SHARPENING 0673.4800 PUNCH CARD O Li) N ICE ARENA EQUIPMENT MAINT SUPPLIES 0673.6240 FACILITIES BUILDING MAINT. 0181.6315 7r N r-- 00 .— LC) Lc) M 0 LO C'7 CO N N N N CM M KRISS PREMIUM PRODUCTS, INC O O Ln N CO CD O C9 CD LAKE COUNTRY DOOR LLC ✓ 0 N Nr ✓ ✓ O O 0) ti N O O 0) ti N LAW ENFORCEMENT LABOR SERVICES CO 0 M ✓ 0 ✓ PAYROLL CLEARING UNION DUES PAYABLE 0912.2142 MARCH 2020 PAYROLL CLEARING UNION DUES PAYABLE 0912.2142 MARCH 2020 LC) LC) N N M M J O fI 0_ SERGEANT O O O O (0 00 Li) LC) CY) LO N LEAGUE OF MN CITIES INSURANCE TRUST N CM ✓ ✓ 0 ✓ WORKERS COMP SELF INS I.S. AWARDS & DAMAGES 7821.6610 15510 MARCH Page 595 of d i122 O Li) O Li) 7i ti N- CO O 7r N 0 0 0 0 0 0 0 N N N N N N N N 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N ✓ r r r r r r r M. M. M M M M M M CO CO CO CO a) a) O a) .1) � (0 � ✓ r r r r r r r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 Ln Ln f a) N— Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > 0 O z C) O 0 It 0 0 Supplier / Explanation O 0 E Q a) CQ 0 It C) a) L 0 Continued... LEAGUE OF MN CITIES INSURANCE TRUST N M r r 0 r 145893 3/12/2020 O N O N WORKERS COMP SELF INS I.S. AWARDS & DAMAGES 7821.6610 15493 MARCH CO N N CY) Ln CO CC) CC) O N 0 N 101067 LINK LUMBER INC H W Y Y Y W 0 0. OPERATING SUPPLIES 0621.6202 OPERATING SUPPLIES 0621.6202 OPERATING SUPPLIES 0621.6202 OPERATING SUPPLIES 0421.6202 71- CO r a) 71- CO N- CO CY) a) 0) 0) LC) - LC) LC) LC) C'7 Ln a) LC) LC) LC) N- N N N N WC() M M Z 0 N (NJ N 0 0) I` 00 O 00 M co Ln Ln a) cM 00 N C Ln 0 N 0 N N r M O O in 7r z Q W —) z _ J a) f` 0 0 ✓ ✓ SELF INSURANCE I.S.FUND WELLNESS PROGRAM SOFTWARE - ANNUAL FEES PERSONNEL - PAYROLL SOFTWARE - ANNUAL FEES INSPECTION SOFTWARE - ANNUAL FEES INSPECTION SOFTWARE - ANNUAL FEES LICENSES SOFTWARE - ANNUAL FEES ENGINEERING SOFTWARE - ANNUAL FEES PLANNING SOFTWARE - ANNUAL FEES W LL SOFTWARE - ANNUAL FEES PLANNING SOFTWARE - ANNUAL FEES W 0 z Q z LL. SOFTWARE - ANNUAL FEES ENGINEERING SOFTWARE - ANNUAL FEES SOFTWARE - ANNUAL FEES SOFTWARE - ANNUAL FEES SOFTWARE - ANNUAL FEES INSPECTION SOFTWARE - ANNUAL FEES INSPECTION SOFTWARE - ANNUAL FEES INSPECTION SOFTWARE - ANNUAL FEES LICENSES SOFTWARE - ANNUAL FEES INSPECTION SOFTWARE - ANNUAL FEES ENGINEERING SOFTWARE - ANNUAL FEES PLANNING SOFTWARE - ANNUAL FEES W CC LL. SOFTWARE - ANNUAL FEES O O O O O O O O O O O O O O O O O O O O O O N. CO co. CO O CO Cfl CC) CC) CO CC) (C)CO O O CO CC) (C)Cfl (C) CO CO CC) CC) N Ln - N CO CO Cr) r N- N N- LC) N— Ln LC) Ln 10 10 Cr) C'7 C'7 ,- — I- - N CO .— .— 10 c0 .— .— 10 .— .— ▪ .— .— .— CM o) CM .— M ▪ .— or) I` 0 O O 0 O 0 O 0 O O O 0 O 0 O O O O O O O O 132264 2020 HEART SCAN 2020 HEART SCAN 0 O O O 00 CC 101087 LOGIS 00 CO CO CO CO O 00 O CO CO CO CO 00 CO CO CO CO CO 00 CO CO O O O CO CO CO 00 CO CO CO CO CO CO CO O CO CO CO 00 CO 00 CO COM COCO CO M COM CO COM C) COCM CO COCO 10 COCO CO N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CO CO CY) CY) CM Cr) C'0 CO CY) CY) CM CM C'0 M CY) CY) CM CY) M M CM (L)� O E C 0)m g 2 °- 00 0 W d LL Q Q c O • O U) U) U) U) (1) V) U U U -D O C7) -I Page 596 of 017238 License Fire 0 0 0 O O O O O O Ln N CO 0 O O O O O 0 O O O O O O O O N N N N N I` r r O O O O O O CC) CO CC) CO CO O I` ai M I` I` I` I` I` .4 ti ti .— ti M CC) CC) Ni Ni Ni Ni Ni O CO O ,— O O O O O NY) CM 00 CO a) O O x— 0) O N I` N- N- I` I` N M M CO N— O N N M 0 0 N N 0 0 N N N N r r M M Nr Lt) CO 0) 0) a) 0o 0o 0o Le) ir) ✓ r r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 Lf) L() r O N 0) O c6 0 Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > c O z U O 0 it 0 0 Supplier / Explanation c O E Q 4) N 0 It C) 0) L 0 Continued... 3 0 J I, - CO 0 ,- 0 r 145896 3/12/2020 INSPECTION SOFTWARE -ANNUAL FEES LICENSES SOFTWARE - ANNUAL FEES INSPECTION SOFTWARE - ANNUAL FEES INFO TECH I.S. FUND SOFTWARE - ANNUAL FEES INFO TECH I.S. FUND SOFTWARE - ANNUAL FEES O O O O O O N N H H O O O O O M CO CO M M M O O CO ,— M 00 CO O O O f- f- 03 co (0 00 00 00 00 CO M M M CC?) CMr) CNCNCNCNICNI M M M M CY) PIMS Code Enforcement Business License clerk Business License bldg 0) 0 0) 0 Man Serv-Backups 0 0 0 0 0 O LC) LC) O O cO cocoN N M N x— N RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 132215 WINTER 2020 LYNCH CAMPS, INC 0) BASKETBALL ENGINEERING OFFICE SUPPLIES 0411.6210 INSPECTION OFFICE SUPPLIES 0331.6210 SURFACE WATER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7731.6240 SURFACE WATER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7731.6240 SWEEPING EQUIPMENT MAINT SUPPLIES 7733.6240 M CO N M C0 O O LO 0) LO CD LO N— x— N N N 0_ 0_ 0_ CO CD (0 CO C N N N N N M CY) M M CO 111229 LYN-MAR PRINTING O M N— O M CO x- N M O O ti CO MACQUEEN EQUIP c0 O r r 0 r PE N N M 0 CO N- 0 0 a 2 0 Z 0 LL INFO TECH I.S SOFTWARE -ANNUAL FEES M 0 0 0 N I— 7806.6410 INV7391671 C:) N— C N M x— MITEL MONTHLY MAINTENANCE N co N M METRO COUNCIL ENVIRO SERVICES ti N r 0 0 r SANITARY SEWER UTILITY FUND METRO SAC CHARGES 7100.4723 FEBRUARY 2020 SANITARY SEWER UTILITY FUND METRO SAC CHARGES 7100.4723 FEBRUARY 2020 CO 00 N C M M O O O CO co a) N- M 0) co O Ni CO co 0) co MISGEN, ANGIE ICE ARENA SKATE SHARPENING 0673.4800 PUNCH CARD ENGINEERING/DESIGN CONSULTANTS PR19-001 RIDGE CR PK- PLSL CH 6862.6312 00 m O_ 2 O W O f N O N N CO M cn 2 N N 0) 00 c)coco N r .,— 0 LO O 7 N 00 O M N- 0 0 0 0 0 0 N N N N N N N 0 0 0 0 0 0 0 N N N N N N N N N N N N N N r r r r r r r M M M M M M M 0) 0) 0) coO co co 10 10 in in 10 r r r r r r r Page 597 of 617 LO 7 00 O CO— N— 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LC) Ln rY (NI Council Check Register by GL Council Check Register and Summary Business Unit Account Description a) CD a) co Account No O z > c O z U O 0 It 0 a Supplier / Explanation Continued... Y 2 N CO N CO N r 145903 3/12/2020 107592 MN CHIEFS OF POLICE ASSOC Lu U_ J 0 0 CONFERENCE/SCHOOL/TRAINING 0311.6472 LC) LC) CO O N- PAYROLL CLEARING UNION DUES PAYABLE 0912.2142 MARCH 2020 O N N N CY) C') TATE/ARRAS ETI MCPA O O O O O O O O MN TEAMSTERS #320 M CO r r 0 r O O ti C+r) CY) N- O O ti CY) CY) MN WOMEN IN CITY GOVERNMENT CO I,- 0 M r MAYOR & COUNCIL CONFERENCE/SCHOOL/TRAINING 132273 ANGELICA CONFERENCE A. CONTRERAS O O O CORTRERAS a cc 2 LO 0) CO LC) r r RECREATION RECREATION SANDVENTURE POOL SANDVENTURE POOL RECREATION PROGRAMS w w w W LwJ DDDDD 0 0 0 0 0 0671.6480 0671.6480 0672.6480 0672.6480 0679.6480 COMMUNITY CENTER CLEANING SERVICES 0674.6326 N CY) CO CY) C) Cr) CO O CA 0) 0) 0) 0) 0) 0) 0) O 0) NNNNN CC) NNNNNNNNNN N CY) CY) CY) CY) CY) CY) MRPAAGENCY DUE MRPA JAY MRPA K. NADUEA MRPA T. CIERNIA MRPA -S DVORAK, M. SCHNEIDER, O O O O O O O O O O O O O 0) O O O O 0) CO CO CO 00 O O 0) L° 121207 MULTI -SERVICES, INC O O O LC) Ln Ln O O O LC) Ln Ln MUNICIPAL EMERGENCY SERVICES ti N CO CO 0 r FORFEITURES LL w 0 Lu w fl LL co (!) POSTAGE 0321.6332 IN1433335 0 LO N N CO O O 00 N O O N- CO N w > 2 LC) r I,- 0 0 r ELECTRIC 0421.6362 776882000 FEB LC) 0 N N Cr) STONE MDW ST LIGHTS O N O N EQUIPMENT MAINTENANCE 8827.6316 5004-201249 CO 0) N CY) NAPA - SWMDTF r, c0 O co O7 10 a) Oco 01 H ce as w z 5 z w 0 as a z 1` M CO N CO V 1` 0 N 0 r r 0) 0) Ln co 0) CY) ti N N N N N N N N N N N N 0 N N N N N N N N N N N N N N r r r r r r r r r M M M M M M M M M V L() C0 1` 00 0) O r N O O O O O O r r r i i (0 i 10 i i r r r r r r r r r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N N Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O Z 0 0 0 Supplier / Explanation 0 O E 4) N 0 Continued... NAPA GENUINE PARTS CO HLU W H Uin Y J I- < 0 > > < 0 a O) a RECREATION SEWER MANAGEMENT SURFACE WATER MANAGEMENT w w w w w w w w w w > > > > > > > > > > z z z z z z z z z z z z z z z z z z z z w w w w w w w w w w COMMUNITY CENTER > > DDDDDD > > W 0 a a a a 0 0 a a a 0 w w w w w w w w W W 0 0421.6240 5004-202301 M Nr CD 0) O T 'Y vJ N N M 0621.6240 5004-201644 CREDIT MEMO 5004-202263 0421.6240 5004-202119 7731.6240 5004-202133 7731.6240 5004-201514 0621.6240 5004-201458 0671.6240 5004-200087 0) O M L() LO (0 CO CO CO O M M M M M (M CREDIT MEMO 7711.6240 5004-202987 7731.6240 5004-202987 O O N N M M CO r r CO CN LLC) N O N- f` CC)N N. O O r r r O r O v J P1 P1 P1 (0 (0 (0 P1 SK1171 PUMP N O O O O LC) O d) CO r N O 0) O r f` O f` Lf) O f` 0) Lf) M N O N NATIONAL INDEPENDENT HEALTH CLUB ASSOC 10 M 0674.6480 0) co CO M O O O O 0) M O O 0) M NCPERS GROUP LIFE INS PAYROLL CLEARING LIFE PAYABLE 0912.2136 757800032020 O O M CO O O N M O NICHOLAS, EDNA ADMINISTRATION OFFICE SUPPLIES 0121.6210 132272 CLANING CLEANING SUPPLIES REIMBURSE 0) O SUPPLIES REIMB SELF INSURANCE I.S.FUND WELLNESS PROGRAM 132276 2020 HEART SCAN 2020 HEART SCAN CAR WASH EQUIPMENT MAINTENANCE 0450.6316 CO CO W o O ce Z c0 N O 0) O 0) O O CO O O O O O O O OFFICE DEPOT ti O FORFEITURES LL 0 2 OFFICE SUPPLIES 8827.6210 449496206001 L) O OWENS COMPANIES INC M O O N N N N N N 0 0 0 0 0 0 N N N N N N N N N N N N r r r T r r M M M M CO M FACILITIES BUILDING MAINT. 0181.6315 c0 CO ti O Page 599 of 617 U 4) 0 0) 10 M Nr LC) O ti CO T T T T T T in in in in in T r T T T r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LCD LCD f CO N Council Check Register by GL Council Check Register and Summary Business Unit Account Description a) CD a) 2 co Account No It 0 0 Supplier / Explanation O E Q a) N 0 Continued... OWENS COMPANIES INC ✓ M r 0 0 r 129872 OXYGEN SERVICE COMPANY COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 O co 7r O CO co O CY) Cr) N N CY) CO 2 CONTRACT O C'7 6 0o O CO LC) CO N- PRAHA DIST WATER TO YOU ICE ARENA OPERATING SUPPLIES 0673.6202 54382/54503 INFO TECH I.S. FUND SOFTWARE - ANNUAL FEES C'O 0 O O N H 7806.6410 OPERATING SUPPLIES 0441.6202 PARK SERVICES DAMAGE DEPOSIT FACILITIES J J J J J d d 0_ d d DDDDD U) U) U) U) U) Z Z Z Z Z 0 0 0 0 0 DDDDD m m m m m N- O 0 0 0 0 000 N N N N CY) CO N O C9 C9 LO .— .▪ — .▪ — N CO CO 00 00 CO 00 O 0 0 0 0 0 SOFTWARE - ANNUAL FEES 0441.6410 MAYOR & COUNCIL W 0 0 O 00 7r (O 7 O CO 0 COLO00 N- CY) LO f` 0 CY) CY) CY) CY) CY) LC▪ ) LO CO N LO CON CO� Z Z O 0) N— CO N N N N CY) CY) O O M CO PRO -TECH DESIGN 0 CO 0 ti N ✓ AMAG YEARLY MAINTENANCE O O CO N CY) N 0 O CO N CO N QUALITY FORKLIFT SALES AND SERVICE INC LO 00 x- N CY) FLOOR CLEANER WHEELS O 00 CO CY) N O 00 O CY) N REYES, YANELI 00 0 00 N ✓ Co N co REFUND DEPOSIT O O O O N O O O 0 N ROBERT B HILL CO (0 C,0 00 V 0 ✓ 00 0) O ,— N N N CY) CY) CY) M CC) M M M N 0 C0O LC 7 O • N▪ — CO 71- N CO CO N 00 CO ti x- LCD SCOTT CO TREASURER N- CD 0) M M ASSETWORKS SCALE ANNUAL FEE 2020 co O 00 O 00 O O co O N CO 7 CO 00 CY) N 101414 SCOTT CO TREASURER DEPUTY REGISTER EQUIPMENT I.S. FUND EQUIPMENT 7800.1740 132168 SK1356 REGISTRATION 101414 SCOTT CO TREASURER DEPUTY REGISTER EQUIPMENT I.S. FUND EQUIPMENT CY) O O 0 N- 7800.1740 REGISTRATION O O O O ti N N NN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O N N N N N N N N N N N N N N N N N N N N ✓ r r r r r r r r r M M M M M M M M M M It U a) L 0 00 0) 0 r N M N (0 1� ✓ r N N N N N N N N 0)0) 0) 0)in 0) ✓ ▪ r r r r r r r r r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N fY Y 0 LO LO fY N Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O Z > 0 O Z U O 0 It O W Supplier / Explanation 0 O E Q a) N 0 It U a) L 0 Continued... 101414 SCOTT CO TREASURER DEPUTY REGISTER 145927 3/12/2020 O O ti N 101414 SCOTT CO TREASURER DEPUTY REGISTER EQUIPMENT I.S. FUND EQUIPMENT M O O O N- 7800.1740 132170 SK1358 REGISTRATION SHAKOPEE ACCOUNTING AND TAX INC M O CO 0 M w U _ J 0 0 OTHER PROF SERVICES 0311.6327 ALISA M TRAN SELF INSURANCE I.S.FUND AWARDS & DAMAGES 7820.6610 co Ln N co 00 O 7r 00 N CN ) cc ) cc CASE 19029105 O O O LO N O O O L() N SHAKOPEE PUBLIC UTILITY COMM CO N M O 1714 RIVERSIDE STREET LIGHT R O) O ti 0) 0 N- H U Q CC CC Q w w I- J � � O CO CO CO CO U) 0_ J J J J ELECTRIC 0421.6362 MARCH 2020 W W W W W W W W Et Et Et Lt CC CC Et Et Et ct 0_ 0_ U) U) U) U) U) U) U) U) U 0 U U O O O O 0_ 0_ 0_ 0 0 U U U U U U U U U U U U 0 W W r U W 0 U 0 0 0 U 0 0 0 1-1-1 W Q w w I— 5 0 w,- w w w w w w w w w I 0 w) wwwwwwwwwwW W n W n u) 0311.6362 MARCH 2020 0182.6362 MARCH 2020 0182.6364 MARCH 2020 0182.6366 MARCH 2020 0182.6368 MARCH 2020 H w YYLLJYY 0_ U) 0_ 0_ ELECTRIC W a ELECTRIC W a ELECTRIC N N N CN CN N N N N N CO 00 N N N CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO M CO M CO CO CO M CO M M co 0, 0, co M M M CO M CO C9 O CO CO O CO O O CO CO CO CO CO O CO CO CO CO N N N N N N N N N N ,—,—N—N—N N N N N CO CO CO M M M CO CO CO CO 0 0 O 0 0 0 0 O O 0 0 0 0 O O 0 0 O O MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C.c) C) M M M M c?) C) M M M M c?) C) M M M M c?) C) C) M M M SHAKOPEE PUBLIC UTILITY COMM CO CV N— N CN N CN N N ,— CN N LO CO 00 CA 0 x— N— x— N— N CN M LC) CO M O O O O O O O O O O O O O O N— O O O O O O O O O O O O O O O O O O O O O O O O CIDQi LO LO LO LO LO LO LO 0 0 0 0 0 0 0 0 O O O O O O O CO O N CO M Cfl O CO CO CO CO CO CO CO CO CO CO CO 0 C0 0) L() 0 N- N— O) N 0) N .— N N— N— LO M 00 N- N Lc) N N- LO 00 O 7 O LO Ln O coLf) coCO ,— ,— O N O ti CO O d) I,- 00 N ,— N . . . . . . . . . . Ni. . . . . . . . . . f` N— 0) Ln 00 ,— 00 0) Ln 4 CN .— 0) Ln .— .— .— M L D O O O .4 00 CA co CA co N C) ,— ,— CD M CO CO N N N- LC) CO Cfl O M — co N N 0 0 0 0 N N N N O O O O N N N N N N N N M M M M CO C) 0 N N M M 0) 0) 0) 0) in in in in r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N Y 0 LC) LC) W Ln N Council Check Register by GL Council Check Register and Summary Business Unit Account Description 0) 2 co Account No O z > 0 0 z 0 0 a 1t 0 0 Supplier / Explanation O E Q a) N a Y Y Y Y CC CC Ct Lt Continued... ELECTRIC 0621.6362 MARCH 2020 0621.6364 MARCH 2020 ELECTRIC 0621.6362 MARCH 2020 0621.6364 MARCH 2020 SANDVENTURE POOL 0672.6364 MARCH 2020 H W H H H H H H H H H H H H W W W W W W W W W W W W W Y Y Y Y Y Y Y Y W U Y W Y Y Y Y Y W Y Y Y Y Y W W W Y W W W W W W W CC CC CC CC CC Ct Lt CC CC Ct CC CC CC CC CC Ct CC CC CC CC CC Lt CC lIt CC CC CC CC CC lIt CC CC CC ELECTRIC W W W W Q w H Q ELECTRIC U U U 0 0 0 0 0 0 U 0 0 w w 0 0 0 0 0 - w w 0 0 0 0 w w 0 • w 0 0 I- I- w w w w w I- I- w w w w I- I- w w w < <wwwww< <wwww< <w5ww ELECTRIC U U U U U w w w 0 0 0 0 0 w w w w w N CO CO N N N N N N N N N N N N N N N N N N N CO CO CO CO CO CO CO CO CO co CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CY) CO CO CO CY) CO CO CO CO co CY) CO CO CO CO CO CY) CO CO CO CO CO CY) CY) CO CO CO 01 CY) 00 CO CO CO 01 O CD CD O C9 Cfl O CD O O O Cfl O CD O O O O O CD CD O C9 O O O O O O O O O O O N N N N N N N N N ,—N N N N N N N N N N N N N N N N N N N N N N N N CO CO CO CO CO CO CO CO • CO CO CO CO CO CO CO CO CO CO CO CO • CO O O O O O O O O O O O O 0 0 O O O O O O O 0 O O O O O 0 0 O O 0 O O MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N co co co co () moo coco co C) moo co co co C) M M co co co C) M M M co co C) M M co (?) (?) 0) M M co 0) SHAKOPEE PUBLIC UTILITY COMM 00 CN I` N. CO 00 O N— ,— ,— N— CO I` I` CT) 0 N— N LC) LC) CO N- 00 0) 0 0 ,— N N CO • LC) CO CO 0 N— N CY) LC) CI N— N— N— N— N N N N N N N N N CO CO CY) CY) CY) CY) CY) 0) 0) CY) L() LO LO LO LO LO r O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ,- 0 N O N N r M O O O 0 O O O O O 0 O O O O O 0 O O O O O O O O O O O O O O O O O O O O O O O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO (0 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 0) CO I` 00 1- O I� O I` I` CO N I,- 1` O CO CO O N 1` .— N— CA N N 00 I` 0) O 1` O N— 00 O C3) C) .— CO ,— 00 00 CO C) O CO 1` LO CO 1` O CO O C)) LO LO N N CO LO LO LO 00 CO I` N— 1` CD O I` N CD C3) LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 00 (9 CY) (.0 N 4 (0 C LC) (O 0) (O .— .— 00 LC) O 4 4 O (0 Ln Li) O (0 O (0 (.0 Li) 4 (Y) C 4 Ln (O (O N N 00 N N CO CO CO CY) ,— ,— N N— N N N N 71- 0) 7 Page 602 of 617 it 0 a) L 0 M CM in 4:1- 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 CO N a) C7) (0 0 Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No 0 W Supplier / Explanation 0 O E a) (0 a W W W W W W Q W ct ct W W W W W 0- LI U) LL LL U) U) U) U) U) Continued... U U U Ct 11 W W 0 W W 0 0 W W Q Q Q J Q W J J < W w cn w w (n (n TRUCK WASH ELECTRIC TRUCK WASH W w Q Q Q Q U) 0 0_ 0 0 U) ELECTRIC ELECTRIC SANDVENTURE POOL SANDVENTURE POOL SANDVENTURE POOL 0 U CC Et 2 W W W � 0 U W J J W (n (n W W cn cn N CO N N CO 00 N N N CO 00 N CO CO CO CO CO CO CO CO CO (D CO CO CO CO CO (D CO CO M M CM M M M M M CM M M M M M CM M M M O O O O O O O O O O O O O O O a3. . . . . . . . . . . . . . . . NNNNNNNNNNLOLONNNNNN CO M M M ' CO CO CO CO '71- O O O O O O O O O O O O O O O O O O MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 0672.6362 MARCH 2020 0672.6366 MARCH 2020 0672.6368 MARCH 2020 SANDVENTURE POOL ELECTRIC 0672.6362 MARCH 2020 SANDVENTURE POOL PARK SERVICES PARK SERVICES PARK SERVICES W W W W w YYYY W W W W W Y Y U U U W 0 W iz W 0 W W 0 W Q J Q w J Q Q J Q W (n W W 0672.6364 MARCH 2020 0675.6362 MARCH 2020 0675.6364 MARCH 2020 0675.6366 MARCH 2020 ELECTRIC U U W W o J J w w ELECTRIC U U W W J J O W W cn N N N N N N N N CO CO CO CO CO CO CO CO CO CO CO CO CO CO CM M M M M M CO M M M M M C0 CO CO CO O CO CO CO CO CO O CO CO CO NNNNNNNNNNNNN CO CO CO CD CO M CO CO O 0 O O O O 0 O O O O O 0 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M M M M (M M M M M M (M M M M M M (M M M M M M (M M M M M M (M M M M M M M M M M M SHAKOPEE PUBLIC UTILITY COMM CO r r r r N M r r r r r r r r N LC) r r r N N M r r r r N r r r r r N CO O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M LO 0 0 0 0 0 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O OOOOOOOO 0000IM O I I I I I I N N N N N N N N N N 7 4 CO CO N O CD CO CO co co co co N LO LO LO LO LO Ls) In In LO LO Lc) Ls) In 0) 00 I` co O) O)rO C3) M I` ti CD O 0 0 O 0 0 O N N N N N N N N N N N N N N N N N N C5) N I` 00 0 N M CO CO CO I` I,- I,- 00 N N N N N N N N N N N N N N N M M M O N N M I` I` ti N LO CO M 00 LO CO 00 CD LC) O) N O 0) ti ti CO CO I` N I- ti I,- CO N- N ti O O LO C3) LO 00 CO N- 00 N a) N CO O LC) 0 CO M CO CS) N 00 O LO 0 00 N 00 N O CO CO LC) 0) 00 CO CO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O O L(7 M 00 00 N CO O C� O N N M CO M C3) O M 00 CO Ln C� 00 O Ln N C� CO (0 (M M 0) 00 M 0) M N CD CM CS) O ( LO M C M M LC) 00 N N M N N N N M M Page 603 of 617 C) a) L 0 M 0) 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N CC Y 0 LC) LC) CC ti N Council Check Register by GL Council Check Register and Summary Business Unit Account Description 45 0) 0) 2 Account No O z > 0 0 z 0 0 a It 0 0 Supplier / Explanation O E Q a) (Q a H H W W Y Y Y Y Y Y Y Y U)U)aaaaaaaa Continued... ELECTRIC ELECTRIC U_ _U U U w w in in FACILITIES ELECTRIC FACILITIES W W W W U U H CC CC CC LLI Lt Ct rY 1- 0 0 0 W u W u u u W a a a ELECTRIC COMMUNITY CENTER COMMUNITY CENTER COMMUNITY CENTER COMMUNITY CENTER W W Q 0 0 0 0 0 0 W W Q Q W O _I _I _I _I _I _IQ W O U) cn W W W W W W 5 cn cn N CN CO 00 N N CO 00 CN 00 N CN 00 N CO 00 CN CN CN N N CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO co O M CO CO CO CO M M CO CO CO CO M M CO CO CY) CO M CY) CO CO CO co M O O O O O O O O O O O O C4 O O O O O C4 O O O CO CO NNNNNNNNNNCO 00 N N N N N N N N N N CO CO CO CO CO CO CO CO ,— ,— CY) M M CO M M CO CO CO M O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 0674.6362 MARCH 2020 0674.6364 MARCH 2020 0674.6366 MARCH 2020 0674.6368 MARCH 2020 CEARENA CEARENA CE ARENA CE ARENA CE ARENA ELECTRIC 0673.6362 MARCH 2020 W W Q W Q W O Q 0673.6364 MARCH 2020 0673.6366 MARCH 2020 0673.6368 MARCH 2020 0673.6364 MARCH 2020 H W Y CC Ct ELECTRIC 0421.6362 MARCH 2020 ELECTRIC 0621.6362 MARCH 2020 COMMUNITY CENTER H W Y Y Lt CC CC a a U E W 0 LLJ W in Et w cw 0674.6364 MARCH 2020 0421.6362 MARCH 2020 0621.6364 MARCH 2020 0621.6366 MARCH 2020 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M M M M M M COCOCOCOMCO COCOCOCOMCO COCOCOCOMCO COCOCOCOMCO COCOCOCOMCO COMM SHAKOPEE PUBLIC UTILITY COMM CO r r r r r r r r r r N N r r r CN CN CN CN M r r r r r r r r N N N N M r r r r N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M O 0 0 0 O 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O `— C9 M M co C3) d) d) C3) 4 4 4 4 d) O 00 N N N N N N N N N f` r O CO CO 00 LO LO LO LO LC) Lt) LO LO N LO N 0 0 0 O O O O O O O O C3) 0) 0 ti I` I` ti N ti N C0 I` C3) 0) 0 0 0 0 0 0 O 0 0 0 LO CO 71- L() LC) LO LO LO L() L() LC) LO L() LO CO CO CO CO CO CO CO CO CO CO CO CO (` I` I` I` I,- I,- ti I` I` I` I,- I,- CO O N 0 N N r M 10681-001 10681-001 LC) LO I` O LO N— r 00 O CY) LC) C3) ,— N C") N CO I` L() N— O O LO M O CO N O CO I` N— N— ti I,- I` 0 O O 00 0) ,— N O 7 CA N N CA CON CO I` N M 00 C3) CO O O CO C3) M C3) coCO I` 00 N N 00 00 CA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O O O N M 4 C3) N 4 r Ln C3) C3) 4 O 00 I` Ln O O ti O O O 00 00 4 M 00 C M O L() C O N O N CO I- N 00 ,— LC) 00 ,— LO N— CO CO L() M C3) CO CO 0 ,— N N I` .— I` I` 0 CO CY) M CO CO LO N 0 M N- Page 604 of 617 it 0 a) L 0 co CM in a a a a Q a a a a a Q a a a a a Q a a a a a Q z z z z z z z z z z z z z z z z z z z z z z z 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 Et Et Et tY Et Et Et Et Et tY Et Et Et Et Et CC Et Et Et Et Et CC Et a Q Q Q Q Q a Q Q Q Q Q a Q Q Q Q Q a Q Q Q Q , • , , • , , , , , , , , , , , , , , , , , , , , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co r r fl ct Et r r r ct Et i r r ct ct Et r r r r ct Et Y - Y - Y - Y- YY- Y- Y- YYYY- Y- Y- YY- YY- Y- Y- YYY a) O c6 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > c 0 z C) O 0 it 0 0 Supplier / Explanation c O E Q a) N 0 CO • 1Y3 1i1 00 CO CO CO CO CO 00 CO CO CO CO CO 00 CO CO CO CO CO 00 00 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Q a a a Q Q Q a a a Q Q Q a a a Q Q Q a a a Q _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w w w w w w w w U) u) u) u) U) cr) U) u) u) u) U) U) U) u) u) u) U) U) U) u) u) u) U) LLJWY Y Y(-) Y Y W W W W U 6) 6) 6) 0) d) 0) 6) 6) d) 0) d) 0) 6) 0) 6) 0) d) 0) 6) 0) 6) 0) d) I -I -a a a 0 a a I -I- I -I- 0 i:t i Ct Ct i i Ct i i Ct Ct i i fl f:t Ct aaa aaa0)O) aaa aaaa a a a a a a a a aaaa aa aa a Continued... ELECTRIC w Et w U ELECTRIC O U __ O 0 W W J J W W CC 11 Et w < in < U ELECTRIC N N N • CO • N N N • CO N CO CO CO CO CO (0 CO CO CO CO CO CO (0 M M M M M (i) M CO M M M M (Y) CO CO CO CO CO (0 CO CO CO CO CO CO (0 N N N N N ,-N N N N N N N- CO CO CO M CO CO • CO O O 0 O O O O O 0 O O O O MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 MARCH 2020 _0 E H in • o J O W (!) 6876.6362 MARCH 2020 6876.6368 MARCH 2020 0 0 w • E in • in J J W W 6876.6362 MARCH 2020 6876.6362 MARCH 2020 6876.6364 MARCH 2020 6876.6366 MARCH 2020 6876.6368 MARCH 2020 ELECTRIC 6876.6362 MARCH 2020 6876.6364 MARCH 2020 6876.6366 MARCH 2020 6876.6368 MARCH 2020 ELECTRIC 6876.6362 MARCH 2020 6876.6364 MARCH 2020 6876.6366 MARCH 2020 6876.6368 MARCH 2020 ELECTRIC 6876.6362 MARCH 2020 6876.6364 MARCH 2020 6876.6366 MARCH 2020 6876.6368 MARCH 2020 ELECTRIC 6876.6362 MARCH 2020 6876.6364 MARCH 2020 6876.6366 MARCH 2020 6876.6368 MARCH 2020 SEWER MANAGEMENT 7711.6362 MARCH 2020 SEWER MANAGEMENT 7711.6362 MARCH 2020 SEWER MANAGEMENT w >Q 7711.6364 MARCH 2020 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M M M M M M M M M M M M M M 0) M M M M M 0) M M M M M 0) M M M M M M M M M M M M SHAKOPEE PUBLIC UTILITY COMM N M 00 O O O O O O O O M O O CDO O O O O ✓ 0) CIO O O 0")L0 1` ti N (O a) d) 0 N 0 N N r M 20920-001 20920-001 20920-001 20920-002 21793-001 I` ti 00 O) O) C) a) 0 O O O ,- ,- ,- ,- N N N N CO CO M M CO M CO L0 L0 LO LO LO LO LO CO CO CO CO CO CO CO CO CO O CO CO CO CO CO O O CO Cr) O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 O O O O O 0 O O O O O 0 O O O O O 0 O O O O O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO O CO C4 CO CO CO CO CO • CO CO N- ,- O LO N- 0 N- 0 CO N- CO ti O) 00 N- O 0) CO N- O M N N- 0) 00 O N- N- • CO N- M O N O 0) .- 1` 00 M O O O CO CO O .- CO7 O M Lo O co00 co.- co7 O) M ,- M O M 00 O Lo . . . . . . . . . . . . . . . . . . . . . . Ni. . . • Ni . . . Ni. . M.- ti 4 0) CO f` CO O CO Ln CO CO M .- co f` 1` CO .- Ln ti CO .- .- Ln .- 00 .- CO O O .- CO Ln 71- CO N- N- 6) CO M x- x- N- M O) M M M O x- N N CO.- CO • CO N- N N- Page 605 of 617 it C) a) L 0 ,- c,) a) ✓ 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 0) N Council Check Register by GL Council Check Register and Summary Business Unit Account No O Z 0 0 0 Supplier / Explanation 0= O E a) C0 0 SEWER MANAGEMENT Continued... w (/) 7711.6366 MARCH 2020 SHAKOPEE PUBLIC UTILITY COMM SURFACE WATER MANAGEMENT ELECTRIC 7731.6362 MARCH 2020 CO N CY) O M M O T O 00 (0 LO O 0 0 N f` CO N- C O Ln SHERWIN WILLIAMS CO FACILITIES BUILDING MAINT SUPPLIES 0181.6230 PA-18-08 LIONS PARK BATHROOM OPERATING SUPPLIES 6877.6202 CO 00 O C3) I` 00 co SIMON, JOE H w i— w U_ w w Lu J L_ LL (n - o_ TRAVEL/SUBSISTENCE 0321.6475 2020 AUSTIN TX O O CD (0 0:) 2 w 0 w 0_ O O CD CO M SNAP ON TOOLS CORP M N O MECHANICS TOOLS 0441.6203 N Lo N Ln SOUTHWEST NEWS MEDIA PRINTING/PUBLISHING 0421.6336 303428 FEBRUARY Cr) 00 N Cr) PRINTING/PUBLISHING 0311.6336 303428 FEBRUARY co 00 N co O O O O CD 0) O • M COMMUNITY CENTER OTHER PROF SERVICES 0674.6327 COMMUNITY CENTER OTHER PROF SERVICES 0674.6327 C N- O CV N— C O O O O O N N N SPORT SIGN BUILDING MAINT SUPPLIES 0621.6230 S3929637.002 OPERATING SUPPLIES 0311.6202 f- CO Cr) I` ti N - N .— N N N N N CO CY) M (Y) INTERPRETER FOR LESSONS INTERPRETER FOR LESSONS O O O O O O N N CY) CY) O O O SPS COMPANIES CO O O co O O STREICHER'S AMMO FOR POLICE DEPARTMENT 00 N co - CO CD N Cr) 130661 SUMMIT PRESERVE 0 0 0 0 0 0 0 0 N N N N N N N N N 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N r r r r T r T r r M M M M M M M M M COMMUNITY CENTER DAMAGE DEPOSIT 0674.4801 0.3 0) LC) M LO N Page 606 of P 137 REFUND DAMAGE DEPOSIT U a) U M M M M M M M M M ir) ix)10 10 10 T T r r T T r T r 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N I 0 Ln Ln r O CY) Council Check Register by GL Council Check Register and Summary Business Unit Account No O z > 0 O z 0 O 0 it 0 a Supplier / Explanation 0 O E Q a) (0 0 It a) L 0 Continued... SUMMIT PRESERVE T t0 t0 0 M T 145939 3/12/2020 PA-18-08 LIONS PARK BATHROOM BUILDINGS 6877.6730 COMMUNITY CENTER (1) z 0 (1) w J 0674.4770 COMMUNITY CENTER BUILDING MAINT. 0674.6315 7r co Ln N- M N M EDA MANAGEMENT OTHER PROF SERVICES 2191.6327 7r 0) N- Ln f` a) O f` N N N N N N M (0 M M .— SURFACE WERKS O O O O O N O LC) N CO O O N Ln CO TAYLOR, DIANE LO 00 T a) N T SWIM LESSONS REFUND TEE JAY NORTH, INC N a) Tt N r FRONT DOOR REPAIR 0 O 00 CO M O O 00 CO CO TERRACON CONSULTANTS INC LO 00 M CO N ✓ GAS STATION SITE CLOSURE 0 0 O Ln N N O O O LC) N N THEIS,JAMISON 00 Nr Nr 00 0 r SELF INSURANCE I.S.FUND WELLNESS PROGRAM 2020 HEART SCAN 2020 HEART SCAN O O 0 O co rY THOMSON WEST SOFTWARE - ANNUAL FEES O co M O 841943938 N O N CY) CLEAR FOR POLICE DEPT. N- co N N CO THREE RIVERS PARK DISTRICT RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 SURFACE WATER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7731.6240 OTHER PROF SERVICES 0621.6327 Ln co c0 O co71- z a) 0) CO N N CO I,- N N N N I,- CY) 4:) M N— CO O I` O co a) (0 0_ w ce 5 O ce a i— v z 1- TRACK INC TREASURE ENTERPRISE 00 0 < O 0) O coNcoOO 1O') M 0 M N 0 r r r r O O Ln 4:) (0 0 O Ln CY) (0 Si' in CO O Co N., Ln 00 O CD N N- N— Ln N- Ln co N— Ln N- Ln co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N r r r r T T r r T r M M M M M M M M M M 0) 10 0) 10 in T T T T T T T T T T 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 a) 0) co 0 Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O Z C 0 a Supplier / Explanation Continued... TWIN CITY HARDWARE 145949 3/12/2020 PA-18-08 LIONS PARK BATHROOM BUILDINGS 6877.6730 PS I0083367 00 rn N ti CV CO rn N ti CV RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 LPR0000011082 (0 N (NI M z 0 U z W 2 w z 0 w cc J 00 a) N O O 00 N O N O O N O N VALIANT, TERRY (0 O ELECTIONS OPERATING SUPPLIES 0132.6202 132239 2020 ELECTION EXP REIMB INSPECTION INFORMATION TECHNOLOGY FACILITIES ADMINISTRATION SEWER MANAGEMENT SURFACE WATER MANAGEMENT W W W W W W W W 0 0 0 0 0 0 0 U Ct Et Et fY w w w w w w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Et Ct Ct Et CC 0 0 0 d a 0 0 0 w w w w Ct w w I— I— I— I— I— I— I— I- 0 0 0 0 0 0 0 0 0621.6327 0421.6327 0331.6327 0126.6327 0181.6327 0121.6327 7711.6327 7731.6327 O O O O O O O O OSV000002043 OSV000002043 OSV000002043 OSV000002043 OSV000002043 OSV000002043 OSV000002043 OSV000002043 a) 0) 0) CA 0) 0) 0) 0) M M M M M M M CC, VERIZON NETWORKFLEET 0, CO co N ti LO O LO O LO LO 0 CD CO CD 00 CO rn CD 0 0 00 N CO LC) CD I` 00 00 ti (0 L() CD I� LC) CM M N O O O N N N O O O N N N N N N r r r M M M O oo 0) CM LO VERIZON WIRELESS SWMDTF - STATE GRANT OTHER PROF SERVICES 8025.6327 9849015070 COMMUNICATIONS COMPUTER ACCESS 0125.6339 ADMINISTRATION TELEPHONE 0121.6334 COMMUNICATIONS TELEPHONE 0125.6334 RECREATION PROGRAMS TELEPHONE 0679.6334 SANDVENTURE POOL TELEPHONE 0672.6334 COMMUNITY CENTER TELEPHONE 0674.6334 Z Z Z Z Z Z Z Z Z Lt CC CC fY W W W W W W w w w W W W W W W W W W ZZZZZZZZZ ZZZZZZZZZ WWWWWWWWW COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE M M COY) Cco () M co 0) cco co co co co co co co co CY) CO CD CD CO CD CO CO CD CD O O O O O O O O O N- ti N- N- ti ti N- ti N- N- N- N- N- ti N- CO CO 00 00 CO CO 00 CO 00 00 CO CO 00 CO 00 CO CO CO 00 CO 00 CO CO CO 00 CO CO CO CO CO CO 00 CO CO 00 CO ao 00 CO CO 00 CO 00 00 00 7r CO CO CO CO CO 00 CO CO CO CO CO CO CO CO CO 0) C3) 0) 0) 0) 0) o) 0) 0) 0) 0) 0) o) C3) 0) O ti ti ti ti N- N- N- N- ti ti ti N- ti ti N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M M CO CO CY) CN) M M M CO 0)) CTM) M M CO C C � O U O -o O C N C U -0 o U °o Q < 0 0 0 r N M Le)L in 0) a) a) a) a) 0) in in T T T T Comm Ctr Facility 4G USB Ryan B Engineering Intern Engineering Intern Engineering Intern Engineering Intern Page 608 of A f?27 a) O) a) a) CCCC .4 .4 .4 .14 C C C C CCCC WWWW CO N— Li) LO LO N— 0) 6) 0) CA LO LO LC) LO M O CO CD O O CO O N N N N CO CD CO CD O Ln N N O O N Ln I` N N N I` co M LO LC) LC) LO 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 LO LO N C) a) 0) CO 11 Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No Continued... Z Z Z Z Z Z Et Ct CC CC CC f:t w w w w w w w w w w w w Z Z Z Z Z Z Z Z Z Z Z Z w w w w w w TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS FACILITIES TELEPHONE FACILITIES TELEPHONE w cC LL TELEPHONE INSPECTION FURNISHINGS (NOT CAPITALIZED) INSPECTION FURNISHINGS (NOT CAPITALIZED) w w w w w w w w w w w w w w w w w w w w w w WilfYCCCtCtillIfYCCCCCtillIfYCCCCCtlICCIYCC LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL COMPUTER ACCESS TELEPHONE TELEPHONE COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS TELEPHONE COMPUTER ACCESS TELEPHONE COMPUTER ACCESS COMPUTER ACCESS a) 0) 0) 0) 0') 0) O) 0) 0) 0) 0') 0) O) 0) 0) 0) O) 0) 0) (Y) CY) CY) CY) CY) M C') Cr) CY) O O CY) C') Cr) CY) CY) CY) CY) C') Cr) CY) CY) CY) CY) C') Cr) CY) CY) CY) CY) C') Cr) CY) (-) (-) (Y) C') (Y) (Y) (Y) CY) Cr) N N Cr) (Y) CY) Cr) CY) CY) Cr) CY) CY) Cr) CY) CY) Cr) CY) Cr) Cr) CY) CY) Cr) CY) Cr) Cr) CO CO CO CO CO CO CO CD (9 CD CD CO CD CD (9 C9 C9 CO CD CD C9 (9 C9 CO CD CD C9 (9 C9 CO CD CD CD CO 00 N CO CY) NNNNNNNNNNNNNNNNNNNNNN CY) CY) CY) CY) CY) CY) CY) CY) Cr) Cr) CY) (Y) CY) CY) Cr) Cr) CY) CY) CY) CY) Cr) Cr) CY) CY) CY) O O 0 0 O O O O O 0 O O O O O O O O O O O O O O O O O O O O O O O CE ARENA CE ARENA NSPECTION NSPECTION NSPECTION NSPECTION TELEPHONE 0673.6334 TELEPHONE 0673.6334 FURNISHINGS (NOT CAPITALIZED) 0331.6204 FURNISHINGS (NOT CAPITALIZED) 0331.6204 TELEPHONE 0331.6334 COMPUTER ACCESS 0331.6339 O I` ti N-- ti ti N.-- N-- N.- N-- N-- N.-- N.-- N-- N.- Ns- ti ti N.-- N-- N.- Ns- ti ti N.-- N-- N.- Ns- ti ti N.-- N-- N.- N.-- ti ti N.-- N-- N.- ti z 00 00 CO 00 CO CO CO CO CO 00 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 00 CO 00 CO CO CO CO 00 00 CO CO CO CO 00 00 CO CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO CO CO CO 00 CO CO CO 00 CO 00 CO CO 00 00 00 00 00 CO 00 00 00 00 CO CO CO 00 00 CO 00 CO CO 00 00 CO CO CO CO 00 00 CO CO CO 00 00 00 CO CO 00 0) 0) 0) 0) 0) 0) 0) 0) 0).cr O) 0) 0') 0) 0) 0).cr 0) 0) a) a) 0) 0).cr a) a) a) a) 0) 0).cr 0).cr 0') 0) 0) 0) 0).cr 0).cr 6) 0) 0) 0) 0) 00 00 00 00 00 o0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0) 0) 0) O) 0) a) 0) 0) 0) 0) O) 0) 0) 0) 0) O) O) 0) 0) 0) 0) O) O) 0) 0) 0) 0) O) O) 0) 0) 0) 0) O) O) 0) 0) 0) 0) O ti N.-- N.-- N.-- N-- N-- ti N.-- N.-- N-- N-- I,- ti N.-- N.-- N.-- N.-- N-- ti N.-- N.-- N.-- N.-- N-- ti N.-- N.-- N.-- N.-- N-- ti N.-- N.-- N.-- N.-- N-- N.- N.- ti Z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N U CY) CY) CY) co co co co co co co co co co co co co co co co co co co co co co co co co co co co co 0) co c o co co co 0) O 0 It 0 0 Supplier / Explanation 0 E Q a) CQ 0 It (i a) L 0 VERIZON WIRELESS C C C C � ,++ ,++ v a) a) r o _w _w z z co sZ 0_ co m m a) a) m m _E- _� o0 00 03 m CO CO CO CO 03 m CO CO CO CO s= s= O a) a) a) a) a) (n J J (/) (.n (n (n (n (!) (/) (.n (n (n (n (n 2 — — 22 22 22 w w w w w LL LL iL iL iL iL iL iL iL u: u 145953 3/12/2020 LO LO LO LO LO N- LO LO LO CO CO N- LO LO L N- N- LO N- N- CD CD CO CD CD O CD CD CO O O O CD CD O O O O O O O O O O O O O CD O O CO O O COO O O O O . . . . . . NiNiNiNiNi. NiNi. . . . . . . . . . . . . Ni. . Ni. . . . . . . . N N N N N 6 O O O O O O O O O O O O O O O O O O O O CD CO Li) O CY) ,- ,- CY) 0) CA CY) O O Page 609 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N I 0 Lf) LO f Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No Continued... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d a a a a a a Z Z Z Z Z Z Z Z NFORMATION TECHNOLOGY NFORMATION TECHNOLOGY NFORMATION TECHNOLOGY COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE CO CO CO COOCOyCO CO CO CO CO CO CO CO CO CO CO (00(( CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO O O 0 0 0 0 0 0 TELEPHONE 0126.6334 TELEPHONE 0126.6334 TELEPHONE 0126.6334 w w w w w w w w w w w w w w w w w w w w w w w w w w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J J J J J J J J J J J J J J J J J J J J J J J J J J J J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a a a a a a a a a a a a a a a a a a a a a a a a a a COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE TELEPHONE C3) t ,r ,r ,r ,r t O) O) ,r O) ,r ,r 0) co 0) 0) 0) 0) 0) co 0) 0) 0) Cr) 0) co 0) 0) 0) 0) 0) co 0) 0) 0) 0) co co 0) 0) co 0) 0) 0) co co co 0) Cr) 0) 0) 0) co CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CD CD CD CO CO CO CD CD CO CO CO CO CD C. CD CD CD C.O C.O C.O CO C9 CD C.O C.O C.O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO Cr) CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I` I` I` I` I` N.- ti ti ti I` N.- N.- ti ti ti I` I` N.- ti ti ti I` I` I` ti ti ti I` I` I` ti ti N.-I` I` N.- ti ti 1` O 0 00 00 CO 00 CO CO 00 00 CO 00 CO CO CO CO CO CO CO CO CO CO CO 00 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 00 CO CO 00 CO 00 00 CO CO CO 00 CO 00 CO CO 00 CO CO 00 CO CO CO CO CO 00 CO CO 00 CO CO 00 CO CO CO CO CO 00 CO CO c 00 CO CO 00 00 00 00 CO CO 00 00 00 00 CO CO CO 00 00 CO CO CO CO 00 00 CO CO CO CO 00 00 CO 00 CO CO 00 00 CO 00 00 0) 0) 0) O) 0) 0) C3) C3) O) O) 0) 0) 0) 0) 0) O) 0) 0) 0) 0) 0) O) 0) 0) C3) 0) 0) O) 0) 0) C3) 0) C3) O) O) 0) C3) 0) 0) 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 C3) O) C3) C3) O) O) 0) C3) C3) C3) C3) O) O) O) C3) C3) C3) O) O) O) O) O) O) O) C3) C3) O) C3) O) O) C3) C3) C3) C3) C3) O) C3) C3) C3) O I` I` I` I` I,- I, -I,- ti I` I` I,- I, -I, -I` I` I` I,- I, -I, -I` I` I` I,- I,- I, -I` I` I` I,- I, -I, -I` I` I` I,- I, -I, -I` ti Z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N U COCO CO CO CO CO COCO COCO COCO COCO CO CO CO CO CO CO CO CO C7 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 0 0 It 0 0 Supplier / Explanation O O E Q N CCJ 0 It U a) L 0 VERIZON WIRELESS C O CO D- O .,— N O T L4 0 145953 3/12/2020 Cradle Point Inspections V) U) C/) V) 0) C C O O C O O O O O Q Q Q Q Q Building Inspector m 0 7r Ppu Arlo Cam O O O O O O O O O Victim & Crime Coord Crime Prevention O C6 C7) 1 O O O O 0_ 0_ 0_ 0_ Park Camera Park Camera O Ln U OV U U D U 8 8 8 Q 0- 0- 0- 0- 0- 0- L() L() Ln Ln Ln L() Lf) Ln Ln 6 L6 LC) Ln Ln Ln L() L() L() Ln Ln Ln L() Ln Ln Lf) L{) L() Ln Ln Lf) O O O CO CO CO CO CD CD O CO O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO ,— O O CO CO CO CO O CO CO CO CO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O O 0) N N N N N I` O 1` O I` I` ti ti ti ti I` I` ti N N N I` I` ti ti xi Ln N N N N O N N N N co CO Cr) Page 610 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N CC Y 0 LO Ln CC co a) O) (6 ILL Council Check Register by GL Council Check Register and Summary Business Unit Account Description 45 0) a) 2 co Account No O z > 0 0 z U 0 0 It 0 0 Supplier / Explanation 0 O E Q a) (Q 0 It U a) L 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y Ij J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0< J< Continued... TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS a) a) a) a) co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co CO CO co.CO CO CO CO CO co.CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO O CO.O . . . . . . . . . N N M M M M M M M M M M (M M M M M M (M M M M M M (M M M M M M (M M M M M M CM (JO CO CO O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N- N- ti ti N- N- N- ti ti ti N- N- N- ti ti ti ti N- N- ti ti ti ti ti N- ti ti ti ti ti N- ti ti ti ti ti N- ti N- CO 00 CO O CO CO CO CO CO O CO CO CO CO CO CO CO CO CO 00 CO O CO CO CO 00 CO O CO CO CO CO 00 O CO CO CO CO CO O CO CO CO 00 CO O CO CO CO CO O O CO CO 00 CO CO O CO CO CO CO CO O CO 00 CO CO O O CO CO CO CO CO Coo CO CO O O CO 00 00 00 O O CO 00 00 00 O O CO CO 00 00 CO CO CO CO 00 00 CO CO CO CO 00 00 CO O CO CO 00 O CO CO O a) a) rn a) rn rn a) a) rn a) rn rn a) 0) rn a) rn rn a) 0) rn a) rn rn a) 0) a) a) a) a) a) rn rn rn a) rn a) a) rn O co co co O co O co co co co co O co co co co co O co co co co co O co co co co co O co co co co co O co co a) a) a) a) a) rn a) a) a) a) a) rn a) a) a) a) a) rn a) a) a) a) a) rn a) a) a) a) a) rn a) a) a) a) a) rn a) a) a) ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti N- ti ti ti ti ti N- ti ti ti N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M ('M M M M M M (0) M M M M M (0) M M M M M (0) M M M M M M M M M M M M M M M M M M (0) VERIZON WIRELESS O r Lf) t0 o U U U aU) 0 U U U U U U U U U Uc_______I..L 1 1 1 0 1 1 1 1 1 1 1 1 1 1 145953 3/12/2020 Police 450 Police 450 Police 450 O 0 0 LO LC LO U U U 0 1 i Police 450 Police 450 Police 450 0 0 LO LO U U 0 1 Police PAD Police 450 Police 450 Police 450 Police 450 Police 450 Police 450 Q 0 V J 0 LC LC LO LO LO LO LC LC LO LO LO LO LC LO LO LO LO LO LC LO LO LO CO LO LC LC — LO LO LO N— N— LO LO LO LO LC IS) N- (O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO ,— CO CO CO CO CO CO CO CO CO O CO CO CO O O CO CO CO CO CO CO O . . . . . . . . . . . . . . . . . . . . . . . NiNi NiNiNi. NiNiNiNiNiNi. N N N N N N N N N N N N N N N N 0 N N N N N Ln ti O O O L(6 CO CO Page 611 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f Y 0 LO Ln f LO CO Council Check Register by GL Council Check Register and Summary Business Unit Account Description 45 CD 0) 2 co Account No Continued... W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W H IL IL IL IL IL IL IL IL IL IL IL IL IL IL IL IL IL W W W W H W W W 2 W H W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W W in W Y W Y Y W W Y W W Y Y LL LL LL LL LL LL LL LL_ LL_ LL_ LL_ LL_ LL_ LL_ LL_ LL_ LL_ I— I— I— I— _I I— I— < < I— H < J H < < g g g g g g g g g g g g g g g g cn (/) cn (/) IL cn 0 cn 0_ 0_ 0_ cn Q cn 0_ Il cn 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE d- oe) or) or) C'r) C'') M C'D or) or) or) C'') M C'r) C'r) Cr) or) or) C'') C'r) ('r) Cr) or) or) C'') CD CD 03 C9 C9 CO CD CD C9 C9 C9 CD N N N N N N N N N N N O O O O O O O 0 0 0 0 0 COMPUTER ACCESS 0419.6339 TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS SEWER MANAGEMENT TELEPHONE SEWER MANAGEMENT TELEPHONE SEWER MANAGEMENT COMPUTER ACCESS co co co co co co co co co co co co co co co co co co co co co co co co Cr) co cococoCr) cocoCr) co co co co co co co co co co co co cocoCr) co co co CD C9 C9 C9 CD O CD CO C9 C9 CD co. CD CO C9 C9 C9 co. CD C9 C9 C9 C9 co co co NN � ,r CVO N CN N N N N N N N N N N N N N N N N N ti ,- ,- O 0 0 0 O 0 N N N N N N N N N N N N N N N N N I` I` I- O I` N.-I` I` N.- N.- ti ti I` I` N.- N.- ti ti I` I` I` N.- ti ti ti I` I` I` ti ti ti I` I` I` ti ti N.-I` I` I` ti ti ti z CO 00 CO 00 CO CO CO 00 CO 00 CO CO 00 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO i 00 CO CO CO 00 CO 00 CO CO CO 00 CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO 00 CO CO c 00 00 CO 00 00 00 00 CO CO CO 00 00 00 00 CO CO 00 00 CO 00 CO CO 00 00 CO 00 CO CO 00 00 CO 00 CO CO 00 00 CO CO 00 0) 0) 0) 0) 0') 0) 0) 0) 0) 0) 0') 0') 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) C3) C3) C3) C3) 0) 0) C3) C3) C3) C3) 0) 0) C3) C3) 00 00 Co 00 00 00 00 00 Co 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0) O) 0) O) 0) 0) 0) O) O) O) O) 0) 0) O) O) O) O) 0) 0) O) 0) O) O) 0) 0) 0) 0) O) O) 0) 0) 0) 0) O) O) 0) 0) 0) 0) O I, -I` I` I` I,- I, -I, -I` I` I` I,- I, -I, -I` I` I` I,- I, -I, -I` I` I` I,- I, -I, -I` I` I` I,- I, -I` I` I` I` ti I, -I` I` ti Z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N U CO CO CO CY) 0') CO CO CO CO CY) 0') Cr) CO CO CO CY) 0') C'r) CO CO CO C'') 0') C'r) CO CO CO C'') C'') Cr) CO CO CO CY) C'7 CO Cr) CO CO 0 0 It 0 0 Supplier / Explanation O E Q a) CQ 0 It U a) L 0 VERIZON WIRELESS � O O CD O U O cn cn cn cn to �_ _ cn �_ m m m m m CO CO CO CO m m CO CO CO CO m Q 7 L L > 0 0 0 0 0 ( 0 0 0 0 0 ( 0 C0ci)N N N N N a) a) iZ a) -- DDDDDDDDDDD L a) a) a) O a) L a) L L L a) a) L O a) L L 145953 3/12/2020 LC) LC) LC) LC) L!) LO LO LO LC) CO L!) LC) — LO LC) LC) L!) LC) LO LC) N— CO CO CO CO COCO CO CO CO CA COCO O CO CO CO COCOCO O O O O O O O O O O O O O O O O O CO ,— O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ni. . N N N N N N N N N N N N LC) N N N N N N O O O O O LC) O O O O O O O O O xi O LC) LC) Page 612 of 617 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N f 0 Ln Ln f CO CO Council Check Register by GL Council Check Register and Summary Business Unit Account Description L co Q) 2 '= V) Account No O z > 0 O z C) O 0 it 0 0 Supplier / Explanation Continued... 101061 VERIZON WIRELESS 145953 3/12/2020 SURFACE WATER MANAGEMENT COMPUTER ACCESS 7731.6339 9849881871 SURFACE WATER MANAGEMENT TELEPHONE 7731.6334 9849881871 SURFACE WATER MANAGEMENT COMPUTER ACCESS 7731.6339 9849881871 ti - 1` I,- CN N N N N N CO CO M Pws !pad Storm Todd S N— Ln N— O CD O Ln N Ln M M WOLNER, JASON ICE ARENA SKATE SHARPENING 0673.4800 PUNCH CARD O O O 7r m w r WSB & ASSOC INC 0 (7) Nr 0 0 ✓ PR19 SHAKOPEE BRICKYARD/MARINA OTHER PROF SERVICES 6876.6327 R-014664-000-5 RELOCATION SERVICES O O M LC) 101146 XCEL ENERGY 1— in w r ELECTRIC 0421.6362 674433338 CD O N N M TRAFFIC/SIGNAL LIGHTS 7r ti O M 7r ti O co 7r ZIEGLER INC 0 10 N r 0 r SURFACE WATER FUND EQUIPMENT 7300.1740 U06100011 SK1353 VIN2005 SEWER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7711.6240 PC100179888 ADMINISTRATION POSTAGE Y Ct in 0 POSTAGE w 0 z Q z L POSTAGE PERSONNEL - PAYROLL POSTAGE PLANNING POSTAGE w U_ J � 0 a LI POSTAGE POSTAGE INSPECTION POSTAGE ENGINEERING POSTAGE N N N N N N N N N CO CO CO CO CO () CO CO c€) M CO CO CO CO c" CIO CO cr) CD CO (D C4 Cfl CD CD CD (0 N— C) N CO LO N 1� N— N CO N— CO M M O O O O O O O O O POSTAGE- 02/20 POSTAGE- 02/20 POSTAGE- 02/20 POSTAGE- 02/20 POSTAGE- 02/20 POSTAGE- 02/20 POSTAGE- 02/20 POSTAGE- 02/20 POSTAGE- 02/20 RECREATION PROGRAMS POSTAGE 0679.6332 POSTAGE- 02/20 TELECOMMUNCATION POSTAGE 0127.6332 POSTAGE- 02/20 w 0 z Q z L PREPAID OTHER FACILITIES MOTOR FUELS & LUBRICANTS ENGINEERING MOTOR FUELS & LUBRICANTS w 0 _ J 0 a MOTOR FUELS & LUBRICANTS INSPECTION MOTOR FUELS & LUBRICANTS Ln CN N N N O N N N N Ln CO ,— ,— CY) N— r M M O O O O O POSTAGE- 02/20 FUEL- 02/20 FUEL- 02/20 FUEL- 02/20 CD 0) CT) 0) 0) C3) 0) 0) C") CA 0) O) O O O CN N N O O O O O O O O O O O O O 0 0 N N N N N N N N N N N N N N N M M M M M M M M M M M CO M M M O O 0 0 0 0 O O O 0 0 0 N N N N N N N N N N N N O O O 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N O O 0 O 0 0 O O O O 0 O ZZZZZZZZZZZZ O O O O O O O O O O O O Q Q Q Q Q Q Q Q Q Q Q Q O O O O O O O O O O O O J J J J J J J J J J J J J J J J J J J J J J J J Q Q a Q Q a Q Q Q Q Q a w w w w w w w w w w w w M O O O O O O O O O O O O co N • (n (n (n (n (n u) (n (n (n (n (n u) ✓ 0 0 0 0 0 0 0 0 0 0 0 0 U) CL 0_ 0_ CL CL 0_ CL 0_ 0_ 0_ CL 0_ O N— C) 7r O O) O co c9 OSHAKOPEE MONTHLY ALLOCATION FUEL USAGE ALLOCATION- 02/20 FUEL USAGE ALLOCATION- 02/20 FUEL USAGE ALLOCATION- 02/20 O O O O O O O O O O O O I` co 00 N— ti Ln 00 O LC) O LC) O N O Ln I,- I` ,— N N— . . . . . . . . . . . . . . . . a) I` M O Ln O 00 M .4 a) N 00 N- .— cei co 00 M 1` C3) .— coL) Ln cm co N O CD 0 0 0 0 N N N N N 0 0 0 0 0 N N N N N N N N N O) N M M M C) N A LC) L[) LC) In � 10 in o NI' r r r N 0 N 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 ti Cr) Council Check Register by GL Council Check Register and Summary Business Unit Account Description co V) Account No 0 Z > c t O 0 Supplier / Explanation c O E N o) 0 Continued... OSHAKOPEE MONTHLY ALLOCATION MOTOR FUELS & LUBRICANTS 0421.6222 FUEL- 02/20 MOTOR FUELS & LUBRICANTS 0621.6222 FUEL- 02/20 RECREATION MOTOR FUELS & LUBRICANTS 0671.6222 FUEL- 02/20 MOTOR FUELS & LUBRICANTS 0321.6222 FUEL- 02/20 GENERAL FUND GASOLINE 1000.1510 FUEL- 02/20 GENERAL FUND 1000.1520 FUEL- 02/20 SEWER MANAGEMENT MOTOR FUELS & LUBRICANTS 7711.6222 FUEL- 02/20 SWEEPING MOTOR FUELS & LUBRICANTS 7733.6222 FUEL- 02/20 FACILITIES ENGINEERING U_ J a INSPECTION w 0_ RECREATION W W W W W W W W 0_ 0 0 0 0_ 0 0 0 DDDDDDDD U) Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z W W W W W W W W d d d d d d d d DDDDDDDD 0 0 0 0 0 0 0 0 W W W W W W W W O O O O O O O O co M N N N-N M CO CO CD CO O O O O O O 0 O WASHES- 02/20 WASHES- 02/20 WASHES- 02/20 WASHES- 02/20 WASHES- 02/20 WASHES- 02/20 WASHES- 02/20 WASHES- 02/20 CAR WASH CAR/TRUCK WASHES 0450.4681 WASHES- 02/20 TRUCK WASH CAR/TRUCK WASHES 0451.4681 WASHES- 02/20 SEWER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7711.6240 WASHES- 02/20 ENGINEERING ENGINEER FEE - PUBLIC NTERNAL- 02/20 6o z > o Q� Q z o Q O= C D Q 00 1 D Q Z Q = J W > > fT O 0 O wZ w>- wCC O 0J O U) 0— U U) >> Q> W Z I I— a J O w CC Z a z 0 0>- 0 a 0) U LU p a W w J Z J a I- CL Z W W g w> 0> D>1±1 O_ Z Z N Q r U) co Q Q CO Q LLU W J Z U W 00 = pp = W = 0 c� Q m o Q Q zI- CN J Q w M 0_ U) (!� Q J N O U N N N ti 0 O U O M N N LC) N f` 1` O O O O O 0 0 0 0 9 co c) c) co c) c)O 0 O O O O O c)0 O O O O O O Y O' C, O O O O 00 7 a) 0) O O O r N N N N N N N I-NCNZZZZ a a a 0 0 0 0 0 U 0 0 U U 0 U v) (n U) U) U) U) U) U) U) U) U) U) co U) U) U) U) U) U) U) U) U) J J J J J J J J J J J J J J J J J J CODDDDDDDDDDDDDDDDDD U) U) U) U) CO CO U) U) CO U) CO CO U) U) CO U) CO Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 000000000000000000 000000000000000000 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 000000000000000000 PARK FEE - PUBLIC 0621.4622 NTERNAL- 02/20 W W W W W W W W W W W W W W W W W W 000000000000000000 O O C7 C7 O O O O C7 C7 O O O O C7 6 O O Ct CC CC CC CC cC fY Ct Et CC W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z CD 0 0 0 0 0 CD 0 0 0 0 CD CD 0 0 0 CD 0 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z W W W W W W W W W W W W W W W W W W N N N N N N N N N N N N N N N N N N M M M M M M M M M M M M M M M M M M CO CO CO CO CO CO CO CD CD CD CO CO CO CD CD CD CD CO . . CO . . . . . . . . . . . . N N 0 Ln C9 Ln O f` Cfl ti O ti 00 O 00 CO CD 00 00 00 CO CS) CO CO 00 CS) CA CS) Ln CO 00 00 00 CO CO CO 00 00 00 CO CO CO 00 00 00 CO 00 CO 00 00 CO CO CO CO CO CD CO CO CO CO CO CD CO CO CO CO CD CD NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 O O 0 O O O O O CO CO M M M M M M M M M M M M M M M M CO M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O 0 0 0 0 O O 0 0 0 O O O 0 0 0 O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CO CO CO M Cr) M CO CO CO M CO CO CO CO CO CO CO CO CO CO M M Cr) M M CO M CO CM M M CO M M CO CM CO CO CO 0 0 0 0 0 0 0 N N N N N N N N N 0 0 0 0 0 0 0 0 O O O O O O O O Q Q Q Q Q Q Q Q O O O O O O O O J J J J J J J J a a a a a Q a a 0 0 0 0 0 CD 0 CD N-0 0 0 0 0 0(0� N W W W W W W W W DDDDDDDD u_ LL LL LL LL LL LL LL N 0) N N CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 CAR/TRUCK WASHES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 00 - 0 N- N 00 CO Ln 0 0 CD 0 0 0 0 CD O O 00 0) N O N co O N O 00 co O 00 N- 00 co N O 00 CO Ln Ln N O O O O O O O O O O O 1` Ln .— 1` 7 CD I` O 6D M 00 I` N 1` O 1` 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 4 O Ln C9 O O M O ti N Ln M N 1` 4 ti O 0o M Ln O C9 M M 4 ti( C9 N N O Ln O - N ►� 00 Ln Ln ,- 1` N N 00 N .- CO M I` 00 O I� N 00 M CO N I` CD O I` N CO CO CD 00 1` 0 71- Ln ,- Ln M CO Ln O .- I` N O Ln ,- 00 Ln CD CO ,- ,- I` N 1` 17- CA CD O co- in - ( 00 I` M Page 614 of 617 4) U N 0 0 N 0 N 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 CO M a) 0) c6 0 Council Check Register by GL Council Check Register and Summary Business Unit Account No O z > c O Z U O a It 0 0 Supplier / Explanation O E Q a) N 0 Continued... OSHAKOPEE MONTHLY ALLOCATION 1` M ✓ N T GN CONSULTANTS STS19-003 REROUTE STORMWATER GN CONSULTANTS CIF20-009 CONCRETE ALLEYS GN CONSULTANTS STS20-001 EROSION/POND/OUTLETS GN CONSULTANTS STS20-002 DRAINAGE/FLOOD PREVE w U Q 0_ 00 Y Ct 0 CC 0 E w H Z 0 O 0 rn Q m 1- Z 1- J D U) Z 0 U Z O 00000 0 0 0 0 0 0 ZZZZZZ w • w w w w w w w w w w w Z Z Z Z Z Z Z • Z Z Z Z Z w w w w w w CNCNCNCNCNN CO CD CD CD CD CO CO O O ,_ M Lf) 00 00 00 CO 00 CO CO CO CO CO CO CO NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 NTERNAL- 02/20 M M M M M M CNCNCNCNNCN O O O O O O COCNCNCNCNCNN CO CO M M M NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 NTERNAL CHARGES- 02/20 O CO CO O M O L() N. ti ti co O .— N N 0) 0) N O C3) C3) C3) I` CO CO I` 00 N. 125134 OMNDOR- SPECIAL FUEL TAX H w w Y Et Et [/) 0_ MOTOR FUELS & LUBRICANTS 0421.6222 PAYABLE- 02/20 MOTOR FUELS & LUBRICANTS 0621.6222 PAYABLE- 02/20 GENERAL FUND FUEL TAX PAYABLE 1000.2082 PAYABLE- 02/20 SEWER MANAGEMENT MOTOR FUELS & LUBRICANTS 7711.6222 PAYABLE- 02/20 SWEEPING MOTOR FUELS & LUBRICANTS 7733.6222 PAYABLE- 02/20 CNNCNCNCNCNCNCNNN O O O O O M CN M M M FUEL TAX PAYABLE- 02/20 FUEL TAX PAYABLE- 02/20 FUEL TAX PAYABLE- 02/20 FUEL TAX PAYABLE- 02/20 FUEL TAX PAYABLE- 02/20 O O N 00 71- M N LO. O 6) ti (6, .— I` I` 7r co co 7r L) OMNDOR- SALES TAX O M x- LC) N r O O O N N N O O O N N N d) C) d) N N N N N N CAR WASH CAR/TRUCK WASHES 0450.4681 PAYABLE- 02/20 TRUCK WASH CAR/TRUCK WASHES 0451.4681 PAYABLE- 02/20 w U _ J 0 0 SALE OF DOCUMENTS 0311.4513 PAYABLE- 02/20 SANDVENTURE POOL GENERAL ADMISSIONS 0672.4766 PAYABLE- 02/20 ICE ARENA GENERAL ADMISSIONS 0673.4766 PAYABLE- 02/20 ICE ARENA ICE RENTAL - PRIME TAXABLE 0673.4774 PAYABLE- 02/20 ICE ARENA ROOM RENTALS 0673.4796 PAYABLE- 02/20 ICE ARENA OTHER RECREATION FEES 0673.4818 PAYABLE- 02/20 COMMUNITY CENTER MEMBERSHIPS 0674.4762 PAYABLE- 02/20 COMMUNITY CENTER GENERAL ADMISSIONS 0674.4766 PAYABLE- 02/20 COMMUNITY CENTER ROOM RENTALS 0674.4796 PAYABLE- 02/20 COMMUNITY CENTER OTHER RECREATION FEES 0674.4818 PAYABLE- 02/20 PARK SERVICES PARK FACILITY RENTAL 0675.4798 PAYABLE- 02/20 GENERAL FUND SALE OF DOCUMENTS PAYABLE- 02/20 GENERAL FUND SALES TAX PAYABLE PAYABLE- 02/20 N N N N N N• CN• CNCNCN• N N N N N O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N M M M M M M M M M M M M M M M SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 SALES TAX PAYABLE- 02/20 O O O O O O O O O O O O O O C2) O O O O O O O O O O O O O O O I` I` I` I` M I` 4 Ln O CD Ln N O N I` N I` I` C3) CO M co L) O co- .— 0) OPAYA SERVICES INSPECTION CREDIT CARD FEES 0331.6650 ACH PROCESSING FEE- 02/20 O LO N Payment Instrument Totals Grand Total Page 615 of 617 N CC Y 0 Lo LO CC it U a) 0 1` 00 0) N N N o o O o o 0 N N N 0 0 0 N N N 3/12/2020 14:14:10 CITY OF SHAKOPEE LOGIS100 N 1 0 LO LO 0) CO Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No 0 z > c 0 z 0 O 0 It 0 0 Supplier / Explanation c O E Q I). co 0 It 0 a) L 0 Payment Instrument Totals Grand Total O O L N a) ti ti Page 616 of 617 Funds transferred electronically March 5, 2020 to March17, 2020 PAYROLL $380,749.77 FIT/FICA $106,799.57 STATE INCOME TAX $22,466.77 PERA $109,293.09 HEALTH CARE SAVINGS $15,864.01 HEALTH SAVINGS ACCT $10,511.82 NATIONWIDE DEF COMP $13,768.47 ICMA DEFERRED COMP $2,254.82 MSRS $5,044.28 FSA $0.00 MN WAGE LEVY $0.00 Child Support $801.10 Total $667,553.70 Page 617 of 617