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HomeMy WebLinkAboutDecember 04, 2001 TENTATIVE AGENDA CITY OF SHAKOPEE REGULAR SESSION SHAKOPEE, MINNESOTA December 4, 2001 LOCATION: 129 Holmes Street South Mayor Jon Brekke presiding 1] Roll Call at 7:00 p.m. 2] Pledge of Allegiance 31 Approval of Agenda 4] Mayor's Report 5] Approval of Consent Business — (All items noted by an * are anticipated to be routine. After a discussion by the Mayor, there will be an bpportuhity for members of the City Council to remove items from the consent agenda for individual discussion. Those items removed will be considered in their normal sequence on the agenda. Those items remaining on the consent agenda will otherwise not be individually discussed and will be enacted in one motion.) 6] RECOGNITION BY CITY COUNCIL OF INTERESTED CITIZENS — (Limited to five minutes per person/subject. Longer presentations must be scheduled through the City Clerk. As this meeting is cablecast, speakers must approach the microphone at the podium for the benefit of viewers and other attendees.) *7] Approval of Minutes: October 2, 2001 *8] Approval of Bills in the Amount of $312,947.38 plus $40,768.06 for refunds, returns and pass through for a total of $353,715.44.. 9] Hearings on Violations of Tobacco and Liquor Regulations A] Sabroso Inc. — sale of alcoholic products to a person under the age of 21 B] Twin Cities Avanti Stores LLC dba Food n Fuel — sale of tobacco products to a minor 10] Communications: None 11] Liaison Reports from Council Members 12] Recess for Economic Development Authority Meeting: 131 Re- convene 14] Recommendations from Boards and Commissions: A] Preliminary Plat for Greenfield — Res. No. 5622 (after action on 15.A.4.) B] Land Purchase on O'Dowd Lake TENTATIVE AGENDA December 4, 2001 Page —2- 15] General Business A] Community Development * 1. Southbridge Crossings 1'` Addition/School District Park Dedication — Res. 5623 *2. Set Hearing Date for Vacation of Easement at 724 Shumway — Res. No. 5621 3. Text Amendment to Revise Sign Ordinance — Ordinance No. 613 4. Greenfield Single - Family Residential EAW — Res. 5624 *5. Update on Comprehensive Plan and MUSA B] Police and Fire * 1. Approve Installation of Emergency Vehicle Preemption System *2. Bids for Full Size Squad Cars 3. Authorize Advertising for a Rescue Van for the Fire Department C] Parks and Recreation D] Public Works and En ing eering 1. County Response — County Road 17 Improvements 2. Vierling Drive Traffic Analysis from Sage Lane to CSAH 17 *3. Authorize Distribution of the Blue Lake Watershed Environmental Assessment Worksheet (EAW) *4. Appoint Council Representative on Amending the Joint Powers Agreement with Prior Lake /Spring Lake Watershed District and the City of Prior Lake E] Personnel * 1. Post Employment Health Plan — Res. No. 5626 and No. 5627 *2. Completion of Probationary Period for Gary Snyder, Maintenance Worker *3. 2002 Part-time Pay Plan — Res. No. 5625 F] General Administration * 1. 2002 Tobacco Licenses *2. Health Care Insurance Provider Change *3. Christmas Eve Day Closures - *4. Boards and Commissions Expiring Terms *5. Shakopee Public Services Reroofing Contract — Change Order No. 2 *6. Workshop Meeting - Police Building Design 7. Auditor's Proposal for 2001 Audit *8. Library Demolition and Environmental Testing *9. Shako Valley Amateur Hockey Association Gambling License — Res. No. 5628 16] Council Concerns 17] Other Business 18] Adjourn to Tuesday, December 11, 2001, at 7:00 p.m. for 2002 budget hearing EC ONOMIC DEVELOPMENT •' • • THE CITY OF • MINNESO Regular Meeting 1. Roll Call at 7:00 p.m. 2. Approval of the Agenda December 4, 2001 3. Approval of Consent Business - (All items noted by an 4 are anticipated to be routine. After a discussion by the President, there will be an opportunity for members of the EDA to remove items from the consent agenda for individual discussion. Those items removed will be considered in their normal sequence on the agenda. Those items remaining on the consent agenda will otherwise not be individually discussed and will be enacted in one motion.) A.) 4 Approval of Minutes: QUg. -;� i , 6221' 2- 4. Financial A.) 4 Approval of Bills 5. Small Cities Development Program A.) Activity Update from Carver County HRA 6. Other Business: 7. Adjourn cdagenda.doc CITY OF SHAKOPEE Memorandum TO: President & Commissioners Mark H. McNeill, Executive Director FROM: Gregg Voxland, Finance Director SUBJ: EDA Bill List DATE: November 29, 2001 Introduction Below is a listing of bills for the EDA for the period 11/02/01 - 12/01/01. Action Requested Move to approve bills in the amount of $4,323.24 for the EDA General Fund. Check Date Check Number Vendor Description Amount 11/9/01 71253 Carver Co HRA S.C.D.P. $3,946.96 11/27/01 71435 Express Messeng Shipping 32.03 12/01/01 71478 Qwest Telephone 19.25 12/01/01 71452 Inter.Economic Dues 325.00 Total $4,323.24 R5509FDO LOGIS007 CITY OF SHAKOPEE Expenditures by Co (pb), Division Expenditure Report by Company 12/61/01 Annual Current Month YTD Description Budget Actual Balance Balance 02190 EDA 19 EDA 234,520.00 332,827.28 98,307.28- 02190 EDA 234,520.00 332,827.28 98,307.28- Exp. Avail. % 141.9 41.9- 141.9 41.9- OFFICIAL PROCEEDINGS THE SPECIAL SESSION August 21, 2001 Members Present: President Morke, Sweeney, Link, Brekke, Amundson Members Absent: None Staff Present: Mark McNeill, City Administrator; R. Michael Leek, Community Development Director; Bruce Loney, Public Works Director, Judith S. Cox, City Clerk; Bob Vose, Acting City Attorney; Paul Snook, Economic Development Coordinator; Mark Themig, Facilities and Recreation Director; Mark McQuillan, Natural Resources Director; Dan Hughes, Chief of Police and Tracy Coenen, Management Assistant. Also present Bill Nevin, Scott County Sheriff. I. Roll Call: President Morke called the meeting to order at 7:59 p.m. Roll call was taken as noted above. U. Approval of the Agenda: Sweeney /Amundson approved the agenda as presented. Motion carried unanimously. M. 2002 Budget: Mr. Snook stated Mr. Morke had a question regarding the $154,500 for supplies and services in the 2002 budget summary. This figures represents a combination of the general operating supplies which is $30,500 along with $124,500 grant funds for the Small Cities Development grant program. It was recommended that two lines be used, one for supplies and services and one for grants. Sweeney/Link moved to direct the Finance Department to use two line items for reporting the supplies and the grants, in the 2002 budget summary. Motion carried unanimously. Other Business: There was no other business. V. Adjourn: Sweeney /Amundson moved to adjourn the meeting. Motion carried unanimously. The meeting adjourned at 8 :04 p.m. ith S. Cox DA Secretary Carole Hedlund Recording Secretary OFFICIAL PROCEEDINGS OF T:1 ECONOMIC DEVELOPMENT : t MINNESOTA October 1I Members Present: President Morke, Amundson, Sweeney, Link, Brekke Members Absent: None Staff Present: Mark McNeill, City Administrator; R. Michael Leek, Community Development Director; Bruce Loney, Public Works Director; Jim Thomson, City Attorney; Dan Hughes, Chief of Police; Gregg Voxland, Finance Director, Judith S. Cox, City Clerk; Mark Themig, Facilities and Recreation Director; and Paul Snook, E.D.A. Coordinator. I. Roll Call: President Morke called the meeting to order at 7:24 p.m. Roll call was taken as noted above. H. Approval of the Agenda: Sweeney/Link moved to approve the agenda as presented. Motion carried unanimously. Consent Agenda: Amundson/Sweeney moved to approve the Consent Agenda as presented. Motion carried unanimously. A.) Approval of Minutes for August 7, 2001. Amundson/ Sweeney moved to approve the August 7, 2001 meeting minutes. (Motion carried under the Consent Agenda.) Financial: A.) Approval of Bills Amundson/Sweeney moved to approve the bills in the amount of $425.00. (Motion carried under the Consent Agenda.) A.) Activity update from Carver County HRA Mr. Snook gave the Small Cities Development funding activity report from the Carver County HRA for the month of September. For the Single family portion of the program approximately 49% of the funds have been utilized. There was a change in the single family portion of the Small Cities Development funding report. The amount funded was reduced because three applicants could not get satisfactory bids for work. The funds that were not used by these applicants now become available for other applicants to use. There has been an additional single family applicant and some interest has been shown in the commercial portion. The single family rental portion of the program has utilized 68% of the funds earmarked for this portion. Official Proceedings of the Shakopee Economic Development Authority October 2, 2001 Page —2- .) Expansion of Commercial 'Target Area. Mr. Snook gave a report on the expansion of the commercial target area. Mr. Snook recently inquired with the Minnesota Department of Trade & Economic Development (DTED) about expanding the commercial target area in the City of Shakopee for the Small Cities Development program. The request to DTED was for the expansion of residential target area and an extension of the time limit on the program. Mr. Snook stated the time extension has been approved and the request for the expansion of the residential target area is under review. Mr. Snook also followed up on the expansion of the commercial target area with DTED staff. Because the time extension on the Small Cities Development program had been extended until September 30, 2002, DTED's comment on the expansion of the commercial target area was that Shakopee staff should want until sometime in 2002 to make that request. It was noted that DTED staff confirmed that funding from the Small Cities Development program can be used on facades where buildings that are standard as long as any code violations are addressed Economic Development Strategic Plan: A.) Resolution No. 01 -5, A Resolution Adopting the 2001/2002 Economic Development Strategic Plan. Mr. Snook stated per the recommendation of the Economic Development Advisory Committee (EDAC) the EDA is asked to adopt Resolution No. 01 -5, A Resolution Adopting the 2001/2002 Economic Development Strategic Plan. Mr. Snook stated the EDA is also asked to recommend that the City Council adopt the 2001/2002 Economic Development Strategic Plan. Mr. Snook gave a short history on how this plan developed. Jeff Jansen, Chair of the Economic Development Advisory Committee, approached the podium and addressed the EDA Board on the formation of the plan. Mr. Jeff Jansen stated the EDAC's work has just begun. It was important that the community buy into this strategic plan so the City, EDAC and the community all work toward a common goal. Mr. Jansen stated that on a periodic basis the Economic Development Strategic Plan would need to be updated. Mr. Snook gave a brief overview of the outline that was prepared for the strategic plan. Nine economic issues were identified. Each of the nine economic goals was reviewed with the intent to point out why these goals were considered important. The goal of this strategic plan is to develop a comprehensive plan and special area studies and an economic development strategic plan that will direct overall development of the City of Shakopee and help guide economic development decisions and activities. Commissioner Brekke pointed out that the City's comprehensive plan has a section on economic development and he would rather see efforts focused on making modifications to that document rather than reinventing the wheel. Mr. Leek, Community Development Director, pointed out that since the City's Comprehensive PIan was developed many more people have come to town. Official Proceedings of the Shakopee Economic Development Authority October 2, 2001 Page —3- The goals need to be prioritized. Mr. Snook did not anticipate any future staff would be needed now. Commissioner Brekke thought the high -speed internet issue would be solved by the private sector before the City got to that goal. He did not feel government should focus their efforts on that type issue. Commissioner Brekke also addressed the industrial and commercial land issue feeling there was a good balance of commercial /mdustrial/residential in the City's Comprehensive Plan now. He preferred not to see good residential land converted into commercial/industrial areas. Commissioner Sweeney agreed with Commissioner Brekke's comments and also commented on some of the financial tools that are/are not available to the City any longer regarding commercial and industrial development. Mr. Jeff Jansen approached the podium and stated the Economic Development Advisory Committee (EDAC) recognized the need to coordinate with other plans. Sweeney /Amundson offered Resolution No. 01 -5, A Resolution Adopting the 2001/2002 Economic Development Strategic Plan, and moved its adoption. Brekke /Sweeney moved to amend the motion by striking No. 9, "Community- Wide High Speed Internet Access" from the plan. President Morke felt the High -Speed Internet Access was probably good to have in the plan. Commissioner Brekke felt the High -Speed Internet Access was not a priority at this time and government should not be involved. Commissioner Sweeney concurred with Mayor Brekke. Mr. Jeff Jansen approached the podium and stated High Speed Internet Access was very important to small commercial businesses. Mr. Jansen felt the issue of the High -Speed Internet Access needed to be forced. Amended Motion carried 3 -2 with President Morke and Commissioner Link dissenting. Main motion carried unanimously. Sweeney /Amundson moved to recommend that the City Council adopt the Economic Development Strategic Plan as modified. Motion carried unanimously. Official Proceedings of the October 2, 2001 Shakopee Economic Development Authority Page —4- VIL Other Business: There was no other business. Adjourn: SweeneyBrekke moved to adjourn the meeting. The meeting adjourned at 8:05 p.m. Motion carried unanimously. �`dith S. Cox EDA Secretary Carole Hedlund Recording Secretary CITY OF SHAKOPEE Memorandum TO: Economic Development Authority FROM: Paul Snook, Economic Development Coordinator SUBJECT: Small Cities Development Program (SCDP) - update MEETING DATE: December 4, 2001 Enclosed is the November 2001 update on the Small Cities Development Program (SCDP) from the Carver County HRA. There has been no change from last month's update which reported two categories increasing in grant funds committed / allocated: single family had increased from 49% to 52 %, and commercial had increased from 4.5% to 9.5 %. In summary, the HRA reports the following SCDP funding activity: Amount % of Funds Amount Committed/ Committed/ Funded Allocated Allocated Single Family Residential (goal: 30 units) $369,000 $191,093 52% Rental Residential (goal: 30 units) $121,500 $82,500 68% Commercial $251,250 $23,842 9.5% (goal: 15 units) TOTAL $741,750 $297,435 40% Note: The numbers in parentheses next to the property types listed above indicate the "rehabbed property unit goals" by property type for Shakopee's SCDP program, set by the Minnesota Department of Trade and Economic Development. Small Cities Shakopee Rehab Program New interest in the program continues with a steady stream of inquiries. However, due to the onset of winter, progress on improvement projects has begun to slow. A majority of the improvements can still be completed during the winter months, but some improvements (mostly exterior) may have to be completed this spring. Winter will provide a good opportunity to get applicants in the pipeline and ready for spring construction season. Single - Family Rehabilitation Project Recap on the program To be eligible for the program, the applicant's income must be below 80% of the area median income. The homeowner will be eligible for a 50 to 100% grant depending upon their income. The homeowner would need to provide leverage ranging from 0 to 50 %. The HRA has low - interest loans the homeowner could apply for to use as their leverage requirement. However, if they are not eligible for a leverage source due to poor credit, too many debts, no equity, etc., the leverage requirement will be waived and they will receive a 100% Small Cities grant. The grant is a 0% interest, 10 -year deferred loan. If the homeowner stays in the home for 10 years, they will not have to pay the loan back. The loan is forgiven on a pro -rated basis of 10% per year. For example, if the homeowner moves out 3 years later they would be responsible for paying back to the City 70% of what they borrowed. After their application has been approved, Dave Schaffer, the HRA's Rehab Advisor, will schedule an appointment to inspect the home to determine what improvements can be done. Dave will draw up a work write -up for the homeowner to submit to contractors. It is the responsibility of the homeowner to select the contractor(s). After reasonable bids have been attained, the homeowner will schedule a time to close on the loan with the HRA. The HRA will make the payments to the contractor(s) after the work has been inspected by Dave Schaffer. The HRA will then submit a draw request to the City (to submit to DTED) for reimbursement. Single-Family • I b Summary 13 applicants have closed on their loans and work is under way. 9 of those applicants have had all of their work completed. One additional applicant is in the process of obtaining bids. Unfortunately, the remaining applicant was dropped from the program due to the inability to obtain bids even after being given a year to obtain bids. Amount Funded $369,000.00 Amount Committed $172,093.09 (closed on their loans) Amount Allocated $ 19,000.00 (have been approved) Balance Remaining $177,906.91 Ap plicants o d HRA Loan Number: NO NEW APPLICANTS TO REPORT Household Composition: Loan Amount: Gross Income: Improvements: Market Value of the Property: Rental Reh • ■ Recap on the program Any rental owner may apply for the program as long as their property is located in the targeted Small Cities Boundary. 51 % of their rental units need to be leased by tenants at or below 80% of Metro Area Median Income, and the rents for all of the units would need to be at or below the Fair Market Rents. If the property is in the targeted area, and both the tenant's income and rent are within the allowable limits a property owner would be eligible for a deferred loan up to $10,000 per unit. A maximum loan amount is currently under advisement with city staff. The owner is required to match these dollars with a 50% match. This is a secured loan, which will be forgiven after seven years. Compliance of rent restriction and tenant characteristics is in force for the full seven years. The loan is forgiven on a pro -rated basis of 14.28% per year. After their application has been approved, Bill Schwanke, the HRA's Rehab Advisor, will schedule an appointment to inspect the rental property to determine what improvements should be incorporated into the scope of work. Bill will draw up a work write -up for the homeowner to submit to contractors. It is the responsibility of the homeowner to select the contractor(s). After reasonable bids have been attained, the property owner will schedule a time to close on the loan with the HRA. The HRA will make the necessary payments to the contractor(s), after Bill Schwanke has inspected the work. The HRA will then submit a draw request to the City (to submit to DTED) for reimbursement Re j Carver County HRA has had 1 new inquiry regarding the Small Cities Rental Loan Program; 7 rental property owners completed their applications. Three of the original seven applicants have dropped from the program. The remaining 4 active applicants represent 11 rental units. One of our rental applicants is in the process of obtaining an additional bid for exterior improvements. The last rental applicant is waiting for historical clearance. Amount Funded $121,500.00 Amount Committed $ 67,500.00 (closed on their loans) Amount Allocated $ 15,000.00 (have been pre- approved) Balance Remaining $ 39,000.00 Applicants that have closed HRA Loan Number Loan Amount: Number of Rental Units: Monthly Rent: Improvements: NO NEWAPPLICANTS TO REPORT Market Value of the Commercial Rehabilitation Proj ect Any commercial property owner may apply for the program as long as their property is located in the targeted Small Cities Boundary. Note: this boundary is the small area located in the core downtown area of the bigger Small Cities targeted area. Priority is given to owner occupied structures or where leases are currently in place. Building improvements must be directed toward correcting defects or deficiencies in the property affecting the aesthetics or the property safety, energy consumption, structural/mechanical systems, habitability or handicapped accessibility of the property. Owners are eligible for 50% of the total commercial repair costs, with a maximum loan up to $25,000. The loan is a deferred loan for seven years; which is pro- rated in case of sale. C ommercial Rehab Summa 3 applicants have closed on their commercial loans and work in underway or completed. Another applicant is tying up lose ends with paperwork from their contractor and should be closing shortly. Furthermore, another applicant is waiting for bids and then will be ready to close. We have recently received two additional applications that are currently being processed. Amount Funded $251,250.00 Amount Committed $23,841.98 (closed on their loans) Amount Allocated $0.00 (have been approved) Balance Remaining $227,408.02 Applicants tha have • — • HRA Loan Number: Loan Amount: Gross Income: Improvements: NO NEW APPLICANTS TO REPORT Market Value of the Property: OFFICIAL R CEE GS OF THE CITY COUNCIL REGULAR SESSION SHAKOPEE, MINNESOTA OCTOBER 2, 2001 Mayor Brekke called the meeting to order at 7:00 p.m. with Council members Link, Amundson, Sweeney and Morke present. Also present: Mark McNeill, City Administrator, R. Michael Leek, Community Development Director; Bruce Loney, Public Works Director; Jim Thomson, City Attorney; Dan Hughes, Chief of Police; Gregg Voxland, Finance Director; Judith S. Cox, City Clerk; Mark Themig, Facilities and Recreation Director. The pledge of allegiance was recited. The following item was added to the Agenda. 15. F.7 Tattoo License for Alla Korol; 15.F.8 Temporary Street Closure -Dakota Street North of First Avenue; 151.9 Resolution Designating Public Power Week. The following item was deleted from the Agenda. 15. F. 3 Pawn Broker License for Mark Smith and Sherri Marzario for Pawnxchange, LLC. Sweeney/Link moved to approve the Agenda as amended. Motion carried unanimously. Mayor Brekke gave a short update on the Shakopee Mdewakanton Sioux Community (SMSC). Probably the most tangible thing happening with the SMSC right now is the fence is coming down in Memorial Park around the Native American burial grounds and this fence is being replaced with informational kiosks and walkways. The removal of the fence around the Native American burial grounds has been at the direction and expense of SMSC. Mayor Brekke noted that work is still being done with the SMSC on agreements including the agreement for the right -of -way that the City of Shakopee needs for the County Road 16 re- alignment project that is being designed now. About one acre of right -of -way is needed from the SMSC. It appears at times there is significant progress but the City of Shakopee still has nothing in writing with the SMSC. Mayor Brekke stated the City of Shakopee needs to be prepared to take other action that may involve another design that goes around the SMSC property or possible condemnation proceedings or other options. It is hoped that a meeting with the SMSC can be set up within the week to discuss pending issues again. The following items were added to the Consent Agenda. Item No. 7 Approval of Minutes for August 9, 2001; 15 E. 2 Approval of Job Description for MIS Coordinator, Authorization to Post the Position of MIS Coordinator; 15.F.7 Tattoo License for Alla Korol; and 15.F.9 Resolution Designating Public Power Week. The following item was removed from the Consent Agenda. 15.E.1 Acceptance of Resignation of Joel Rutherford, Assistant City Engineer. Official Proceedings of the October 2, 2001 Shakopee City Council Page —2- Amundson/Sweeney moved to approve the Consent Agenda as modified. Motion carried unanimously. Mayor Brekke asked if there were any citizens present in the audience who wished to address any item not on the agenda. Dean Fix, 729 -731 10` Avenue East, approached the podium with a map. Mr. Fix stated he wanted to build a garage on the northwest comer of his lot. He would like to build a four -stall garage and right now there is a power pole in his way. Mr. Fix wanted the Utility Company to pay for the relocation of the pole. Mr. Fix stated this power pole that supplies the whole area was on his property; he could find no easement. Cncl. Morke felt staff should research the placement of the power pole. Cncl. Sweeney, liaison to Shakopee Public Utilities Commission (SPUC), thought this issue should be brought before SPUC. Mr. Fix was directed to take his request to the Shakopee Public Utility Commission. Amundson/Sweeney moved to approve the meeting minutes for August 9, 2001. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to approve the bills in the amount of $226,912.94 plus $65,744.30 for refunds, returns and pass through for a total of $292,687.24. (Motion carried under the Consent Agenda). [The list of bills is posted on the bulletin board at City Hall for one month following approval]. Cncl. Sweeney reported on the Shakopee Public Utilities Commission meeting (SPUC). Cncl. Sweeney stated that the proposed budget for SPUC for 2002 showed a projected transfer to the City of $308,000 more than what the City projected from SPUC in the City's budget. Assuming the figures are correct with the formulas used for electric and water, the general levy could possibly be lowered by $308,000. Cncl. Sweeney would like to add under other business, $308,000 unanticipated funds. Cncl. Morke stated the Cable RFP's have come back and the figures look very good for the cost of the I -NET. Cncl. Morke explained what the figures were about. Cncl. Link met with Mary Hoppe of Coldwell Banker regarding the Lake O'Dowd purchase and Cncl. Link has received further information for this piece of property from Bruce Loney, Public Works Director /City Engineer. There was discussion on the appraisal for this piece of property_ This item will be back on a future Agenda. Cncl. Link also met with the architects and the Library Committee on the Library building and stated the plans for the new Library are moving along nicely and the attached canopy is working out well. Official Proceedings of the October 2, 2001 Shakopee City Council Page —3- Cncl. Link stated the Murphy's Landing meeting was cancelled. Jim Thomson, City Attorney stated he received a voice mail from Hennepin Parks attorney stating a final agreement on all outstanding issues between Hennepin Parks and Murphy's Landing had been agreed to. A revised agreement should be coming shortly. A recess was taken at 7 :24 p.m. for the purpose of conducting the Economic Development Authority meeting. Mayor Brekke re- convened the City Council meeting at 8:05 p.m. Amundson/Sweeney offered Ordinance No. 612, Fourth Series, An Ordinance Of the City of Shakopee, Minnesota, Amending the Land Use Map Guiding Property From Entertainment To Light Industrial and An Amendment to the Zoning Map Rezoning Property From Major Recreation/Planned Unit Development (MR -PUD) To Light Industrial (I -1), and moved its adoption. (Motion carried under the Consent Agenda). Mr. Bruce Loney, Public Works Director /City Engineer, brought back before the Council the improvement project of Sarazin Street and Valley View Road (Project No.2001 -5). Mr. Loney stated this project extends from Mooers Avenue to Valley View Road and Valley View Road from Sarazin Street to the east plat line of Pheasant Run 6"' Addition. There was a public hearing on April 3` 2001 with much discussion regarding the project. A benefit appraisal was done under the direction of the City Council for nine properties along Valley View Road; a neighborhood meeting was held after the benefit appraisals were completed for each property. At the neighborhood meeting the benefit appraisal was discussed with each property owner and a dollar amount was given for each particular piece of property. It was explained to the residents that a consultant was used to come up with some possible development scenarios if MUSA was granted to the property. A benefit appraisal analysis was also given to the property owners if the street only was improved and no sewer and water was given to the property. The property owners meet and came up with response letters that were forwarded on to the City. The property owners felt the project was inevitable but wanted to discuss with the Council the paying of the project costs to the City or should assessments be relied upon. Some of the concerns were: three of the parcels did not receive benefit because these parcels could not be further subdivided, most residents wanted the term of the assessments to be extended from 10 years to 20 years with a 0% interest rate until the property is sold or subdivided, the residents did not want to hook up to City services until their current services failed, they sold or developed and some residents wanted their parcels to remain in green acres. City staff has talked with the City Attorney regarding deferments for assessments for projects such as this and the City Attorney has come up with four (4) possible options. Official Proceedings of the October 2, 2001 Shakopee City Council Page —4- These options were given to the property owners and were included in the packets for the Council members. Mr. Loney presented these four options. The City Attorney thought options one and three were the options that should be looked at with this project if the Council was inclined to look at any options. (Option 1 -defer assessments for unimproved land until a later date; Option 3- assessments paid as hook -up fees when property is connected to sanitary sewer and water.) Mr. Loney stated he was asking direction if the Council would like to proceed with any of the options, what interest rate would be charged, what would the assessment terms be and what would trigger the deferred payments to come due. The City would want to enter into an agreement with the property owner with that agreement being recorded against the property with the assessment amounts of the parcel being recorded that would bind future property owners of these properties when the assesments become due. The meeting tonight was to decide a mechanism of how these assessments are to paid by the property owners with the hopes of no assessment challenges. The definition of unimproved property was discussed along with the four options being discussed. Sweeney /Amundson moved to direct staff to discuss with each property owner the option that they, the property owner, would like to pursue in each property owner's case with a recommendation from staff being brought back to a future City Council meeting. (Options 1 and 3 only.) Mr. Loney described the improvements that would be done in the Valley View Road area along with the sewer main improvements. Motion carried unanimously. Sweeney /Amundson moved to direct staff that in discussions with the property owners on the interest rate that is to be charged on deferred assessments it should be stated that this interest will be determined on what the cost of the money is for the City to borrow. Motion carried unanimously. Cncl. Sweeney felt in discussions with individual property owner's, staff should be able to determine what event would trigger the deferred payments. Mr. Loney stated he would like a letter from each property owner stating which option they would prefer; this he could compile and bring back to Council and then a legal binding document could be written. John O'Loughlin, 2988 Valley View Road, approached the podium and asked how much of the cost of Valley View Road was the City going to take. The residents along Valley View Road Official Proceedings of the October 2, 2001 Shakopee City Council Page —5- wanted to know if they were going to be charged 100% of the Valley View Road project and what the interest on the assessments would be. The City will pay for the oversizing required on the project as per City Policy. Jim Thomson, City Attorney, stated that the City's Policy to collect assessments based on the properties appraisal will be followed based on the property owners preferred option. The interest charged on the deferred assessments would be based on what the bonding costs the City. Mr. Loney gave a brief overview of the assessments listed in the feasibility report. John Huth, 1730 Valley View Road, approached the podium and stated the residents along Valley View Road were not the only ones to benefit from this project; the City was going to benefit also. He was not sure he agreed with the interest rate. Kristen Huth, 1730 Valley View Road, approached the podium and stated that she felt the residents came back with very reasonable accommodations for all concerned, which haven't been discussed. She agreed there would be benefit to more than just the property owners along Valley View Road. Mayor Brekke felt the interest rates should be looked at because this is not a typical street project. This is happening on the City's timeline; a developer is not petitioning for the improvements. Cncls. Morke and Link agreed with Mayor Brekke about looking at the interest rate on the Valley View Road assessments because of the unusual circumstances. The same interest rate should be negotiated for the whole. Mr. Loney stated that he would talk with the residents to see which option they preferred, bring this information back before the Council and then the Council could order the project if they wanted. Plans and specification should be ordered soon to get the most favorable bids for the landowners. Morke/Link moved to reconsider the previous motion regarding the interest rate to be assessed on the Valley View Road improvements being based on what it would cost the City to borrow the money. Motion carried 3 -2 with Cncls. Sweeney and Amundson dissenting. Morke/Link moved to make the interest rate a negotiable issue as to the amount of interest that will be charged on deferred assessments. Motion carried 3 -2 with Cncls. Sweeney and Amundson dissenting. Official Proceedings of the October 2, 2001 Shakopee City Council Page —6- Kristen Huth reapproached the podium and again addressed the percentage of the assessments charged to the property owners. Cncl. Sweeney asked staff to bring back a resolution at the next Council meeting as an agenda item ordering Plans and Specifications for the Sarazin Street and Valley View Road Project No. 2001 -5. Mr. Leek, Community Development Director, gave the staff report on the text amendment to revise the sign ordinance. Mr. Leek stated that neither staff nor the Planning Commission requested any increases in the amount of the sign area. The most significant changes in the draft of the new sign ordinance before the Council tonight are some things such as: prohibitive signs that are a little more explicitedly addressed, some of the enforcement procedures are new (more specific than what the City has now). The most substantive change is the reorganization of some requirements applying to the commercial districts. Staff has separated out the downtown district, community commercial district and the neighborhood commercial districts to allow a lower limit of signage than is allowed in the B1 district. It was attempted in this draft to direct freestanding signs towards the monument type signage. Not included in this draft was a mechanism to allow the total square foot of signage. The Planning Commission recommended that this mechanism to allow the allocation of total square footage be deleted from the original draft and thus it was eliminated from this draft. Mr. Leek stated organizationally this text amendment was a wholesale change but substantively there was not a major philosophical change in the ordinance. Mayor Brekke felt the sign ordinance was restrictive with the citizen's free speech rights in some cases and it appeared to be bureaucratic and difficult to enforce. The business citizens are not happy with the current ordinance. Mayor Brekke stated he was opposed to this draft ordinance. Cncl_ Morke agreed with Mayor Brekke. Mayor Brekke would like to see the sign ordinance one half the size it was now. Mr. Leek then recommended that this item be tabled and that the Councilors give him their recommendations in writing or e-mail as to what they wanted changed in the sign ordinance. Cncl. Link felt the commercial and industrial signage should be focused on mostly. Cncl. Amundson disagreed with this idea. Link/Sweeney moved to table the draft of the revised sign ordinance for more study. Motion carried unanimously. Amundson/Sweeney moved to authorize the appropriate City Staff to purchase a Whelen Model WPS 2800 -5 civil defense warning siren from Front Line Fire & Rescue for no more than $15,385. (Motion carried under the Consent Agenda). Official Proceedings of the Shakopee City Council October 2, 2001 Page —7- Amundson/Sweeney moved to declare the articles located in the loft and evidence room of the Police Department as stated in a memo dated 9/28/01 from Erin Lundy, Community Service Officer, as surplus property. (Motion carried under the Consent Agenda). (CC Document No. 308.) A recess was taken at 9:23 p.m. Mayor Brekke reconvened the meeting at 9 :33 p.m. Mr. Loney gave the staff report on the pedestrian bridge crossing on CR 17 and CR 79. Mr. Loney stated the City had received a TEA -21 grant (federal funding) for the construction of these two pedestrian bridges. Mr. Loney requested Don Sterna, of WSB & Associates, to present the aesthetic options, cost estimates and to review the schedule for the proposed pedestrian bridge crossings. Don Sterna, WSB & Associates, approached the podium and gave a presentation on the two pedestrian bridges. Mr. Don Sterna stated that this project memorandum had been submitted to the State. Mr. Sterna also stated that some possible additional funding was available for these two bridges if the City passed a resolution, that needed to go along with the application, that stated the City of Shakopee was willing to participate in the cost of the pedestrian bridges if the City received some State funding. WSB & Associates stated that they would be submitting the final plans to the State for the pedestrian bridges for the State's review by the end of January of 2002. The earliest bids could be opened for this project would be July of 2002. Mr. Sterna stated that $348,000 would have to come from local funds. There are several options to get this money. Scott County did acknowledge that the county might be willing to participate in some of the costs of improvement along County Road 79. The cost implications and the looks of the aesthetics features were discussed. The look of the two bridges would be consistent with the looks of the bridges that already exist. Mr. Sterna presented various type railings for the pedestrian bridges. Lighting was discussed as well as the safety benefit of having lights on the pedestrian bridges. MnDOT would own these bridges when the bridges are finished and MnDOT would provide the maintenance for these bridges. Mr. Leek addressed the possible monumentation of the off ramps and the pedestrian bridges_ He thought perhaps the aesthetics of the pedestrian bridges could possibly address the identification of some of the north/south connections to the City. These pedestrian bridges are also really needed to connect the residents south of the City of Shakopee to the trails within Shakopee. The safety of pedestrians crossing the bridges and the ramp areas without these bridges was a great concern. Official Proceedings of the October 2, 2001 Shakopee City Council Page —8- Mayor Brekke really wanted these pedestrian bridges done as soon as possible. Mayor Brekke did not feel that the bridge deck needed ornamentation, but he did feel lighting should be looked at because of safety reasons. Mayor Brekke felt there was a dangerous situation at CR. 17 and Hwy. 169 until these bridges are constructed. Mr. Loney stated that he is expediting these bridges already. There was consensus on the City Council not to decorate the bridge deck, lights should be installed and a curved chain link railing should be used. Looking into the monumentation suggested by Mr. Leek was also agreed to. Morke /Amundson offered Resolution No. 5591, A Resolution Requesting Funding from the Minnesota Department of Transportation through the "Municipal Agreement FY- 2003 ", and moved its adoption_ Motion carried unanimously. Brian Sorenson, Scott County Engineer, Public Works, approached the podium and stated that Scott County has been working on a traffic study that includes the three signalized intersections along CR 17 located 4 Avenue, Gorman Street and 10 Avenue. Short- Elliott- Hendrickson (SEH) has done a safety and efficiency study along this corridor. Mr. Tom Sohrweide gave a presentation of the study that was done by Short- Elliott- Hendrickson. The scenarios that where looked at by SEH were presented. The analysis that was done by SEH was done with coordinating the signals and the signals are not coordinated now. There was discussion on this presentation given by Mr. Tom Sohrweide. Mr. Tom Sohrweide gave some suggestions on where left turn lanes should be. SEH saw the possibility of a two -lane approach on 4 Avenue and CR 17. SEH felt the coordination of signals would show improvements to the intersections along CR. 17. SEH is also going to look at a permissive left turn phasing and see what the cost estimate of this signalization change and pavement marking to a three -lane highway would be. Scott County was not convinced that total split phasing was the way to go. Cncl. Morke would like to see something done now. Morke/Link moved to advise Scott County that the Shakopee City Council is in favor of split phasing at the intersections of CR. 17 and e Avenue, CR. 17 and Gorman Street, and CR_ 17 and 10 Avenue. Mr. Brian Sorenson again approached the podium and stated the County is aware of the safety aspect at these intersections and Scott County wants to address the problem as quickly as possible. Mr. Sorenson stated Scott County was waiting for more information from SEH regarding these intersections on CR 17; this information should be forth coming within two weeks. Official Proceedings of the October 2, 2001 Shakopee City Council Page —9- There was discussion on whether the Council should make a motion to the County to get some action on these intersections along CR. 17. Mayor Brekke wanted to table the motion and bring the issue back when there was further information_ Motion failed 4 -1 with Cncls. Link, Amundson, Brekke and Sweeney dissenting. Mark McNeill, City Administrator, approached the podium and reported on a request on the closing of Dakota Street north of First Avenue on a temporary basis. Mr. McNeill stated he received a call from Mr. Welker the organizer of a motorcycle fundraiser for the Lupus Foundation. Mr. Welker would like the closing of Dakota Street north of First Avenue for the day of the fundraiser for additional parking if additional parking was necessary. Mr. Welker has talked with the neighboring businesses and residents. Mr. Welker would also like to have some temporary banners placed in the right -of -way along 1St Avenue to show where parking is permitted for this event and to thank patrons for their participation in this event. The Vice - President of the Lupus Foundation from Eagan approached the podium and gave some details on the event. Mr. John Welker, organizer of the event, approached the podium and stated that he did not anticipate the need to close off Dakota Street but he would like the option of using this additional parking area if there is a necessity for additional parking in the evening when the motorcycles are returning from a 126 mile ride. Mr. Welker stated that if the closing of Dakota Street north of First Avenue was allowed the parking would be staged so all the traffic would have to go out to 1 St Avenue when the traffic leaves the facility. The car parking would go to Yarusso's parking lot on 1 St Avenue; the closing of Dakota Street would be for overflow bike parking if needed. Dan Hughes, Police Chief, approached the podium and stated that his concerns were that this be a safe and lawful event_ He felt this could be achieved working closely with the event people and Dakota Street could be closed temporarily if the Council desired. This would be a one -time event. Amundson/Link moved to authorize the closing to Dakota Street north of First Avenue beginning mid- afternoon Saturday, October 6"' until 1 AM the following day, with the condition that sufficient supervision is provided to keep parking limited to on street, and authorized parking lots. Motion carried unanimously. There was discussion on the signage. According to Mr. Welker some of this signage was for safety purposes. Mayor Brekke said this signage was not allowed for school events and therefore this signage should not be allowed now. Mayor Brekke felt the signs should be consistent with City Code. Official Proceedings of the October 2, 2001 Shakopee City Council Page —10- Amundson/Morke moved to authorize the appropriate City Officials to execute the Standard Form of Agreement Between Owner (City of Shakopee) and Architect (Boarman, Kroos, Vogel Group, Inc.) with Standard Form of Architect's Services for the design of the Shakopee Police Building and City Hall site master plan. Mr. McNeill stated what the architects where looking for tonight (regarding City Hall) was to see that the Police Building was located in such a position that the City Hall could be added on most efficiently when City Hall was constructed. Motion carried unanimously. Amundson/Sweeney offered Resolution No. 5585, A Resolution of the City of Shakopee, Minnesota Approving the Final Plat of Apple Way Addition, and moved its adoption. (Motion carried under the Consent Agenda). This plat was previously known as Orchard Park West PUD 6 Addition. Sweeney /Amundson offered Ordinance No. 614, An Ordinance Pertaining to Vehicle Parking Restrictions and Amending Section 9.50 of the City Code and moved its adoption. Mr. McNeill stated that the proposed parking restrictions have not been published and he requested that Ordinance No. 614 not be adopted tonight but that the ordinance be brought back before the Council at the next Council meeting for approval at that time. Sweeney /Amundson moved to table Ordinance No. 614 until the October 16 meeting. Motion carried unanimously. Amundson/Sweeney offered Resolution No. 5588, A Resolution Ordering The Preparation Of A Report On the Reconstruction Of River District Sanitary Sewer, From Adams Street to L -16, and moved its adoption. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to authorize the appropriate City officials to execute an extension agreement with the City consultant in providing consultant services such as surveying for the preparation of the feasibility report for the reconstruction of the river district sanitary sewer from Adams Street to L -16_ (Motion carried under the Consent Agenda). Amundson/Sweeney moved to authorize staff to obtain quotes for soil investigation borings for the reconstruction of the river district sanitary sewer from Adams Street to L -16. (Motion carried under the Consent Agenda). There was discussion on getting personnel help for the Engineering Department. Mr. McNeill stated this issue is being addressed. Official Proceedings of the October 2, 2001 Shakopee City Council Page —11- Morke /Sweeney moved to accept the resignation of Joel Rutherford with regrets. Motion carried unanimously. Morke /Sweeney moved to authorize the advertising for Engineering positions in the Engineering Department. Motion carried unanimously. Amundson/Sweeney moved to approve the MIS Coordinator job description as presented, and authorized the appropriate City officials to post the position at a pay grade to be recommended by the City's consultant. (Motion carried under the Consent Agenda). (CC Document No. 309.) Amundson/Sweeney moved to authorize advertising for the Recreation Supervisor position. (Motion carried under the Consent Agenda). Sweeney/Morke offered Resolution No. 5583, A Resolution of the City of Shakopee, Minnesota Amending Resolution No 4213, Adopting a Personnel handbook. Cncl. Sweeney wanted to know what the financial tag was on the personnel handbook changes. Mr. McNeill responded. He did not have a total dollar figure. SweeneyBrekke moved to table Resolution No. 5583. Motion carried 4 -1 with Cncl. Morke dissenting. Amundson/Sweeney moved to authorize Lori Hensen to work for the Public Works Department for ten hours a week and change her job status from part-time with pro -rated benefits to full -time with full -time benefits. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to authorize the hiring of Brad Bisek as a probationary police officer with the Shakopee Police Department at a monthly rate of $3,135.53 subject to the satisfactory completion of a pre - employment medical and psychological examination. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to authorize the hiring of Louis Dias -Cane as a probationary police officer with the Shakopee Police Department at a monthly rate of $3,135.53 effective October 8, 2001. A pre - employment medical and psychological examination is not required for this candidate. He successfully completed both for his appointment to the position of Community Service Officer for the Department on June 19, 2000. (Motion carried under the Consent Agenda). Amundson/Link offered Resolution No. 5590, A Resolution Adopting the 2001/2002 Economic Development Strategic Plan and moved its adoption. Official Proceedings of the Shakopee City Council October 2, 2001 Page —12- This is the modified resolution that has the Community Wide High -Speed Internet Access removed from the EDAC plan. Motion carried unanimously. Amundson/Sweeney offered Resolution No 5584, A Resolution Appointing Judges of Election and Establishing Compensation, and moved its adoption. (Motion carried under the Consent Agenda). Amundson/Sweeney offered Resolution No. 5587, A Resolution Amending Resolution No. 5458 Adopting the 2001 Budget, and move its adoption. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to allocate $18,000 in the Park Reserve Fund for O'Dowd Lake Park in 2001. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to allocate $12,500 in the Equipment Fund for a Fire Department ATV. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to amend the Recreation Fund budget by increasing transfers in and reducing revenues by $63,000 and to increase expenditures by $19,000. (Motion carried under the Consent Agenda). Amundson/Sweeney offered Resolution No. 5589, A Resolution of the City of Shakopee, Minnesota, Approving Premises Permit for Eagles Aerie 4120, and moved its adoption. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to terminate Masterpiece Commercial Cleaning Service on September 30, 2001 due to lack of performance. (Motion carried under the Consent Agenda). Amundson/Sweeney moved to approve the application and grant a Tattoo License to Alla Korol, Body Art, 205 South Lewis Street. (Motion carried under the Consent Agenda). Amundson/Sweeney offered Resolution No 5592, A Resolution Designating Public Power Week, and moved its adoption. (Motion carried under the Consent Agenda). Cncl. Link brought up the cost overruns on the Reconstruction Project on 3 rd Avenue. He noted that there were residents in attendance at the meeting tonight when the overruns were discussed and these residents did not have a chance to speak to the cost overruns. The residents are not happy about this oversight. Mayor Brekke commended staff for all of their work regarding the Dial -A -Ride issue and the way this issue was handled_ Official Proceedings of the Shakopee City Council October 2, 2001 Page —13- Cncl. Sweeney stated that Shakopee Public Utilities would be transferring $308,000 more to the City of Shakopee than the Council anticipated. Sweeney /Amundson moved that the additional $308,000 transfer from Shakopee Public Utilities to the City be used to reduce the 2001/2002 Levy for the 2002 Budget. Mr. McNeill approached the podium and stated that the City of Shakopee is very dependent on development fees. Mr. McNeill would like to see the extra monies from Shakopee Public Utilities be set aside and used for items in the budget that may not be fully funded in the future because of the City's dependence on development fees which may not be forthcoming. Motion carried 4 -1 with Cncl. Morke dissenting. Mayor Brekke adjourned the meeting to Tuesday, October 16, 2001 at 7:00 p.m. The meeting adjourned at 11:18 p.m. udith S. Cox City Clerk Carole Hedlund Recording Secretary CITY OF SHAKOPEE Memorandum TO: Mayor and Council Mark McNeill, City Administrator FROM: Gregg Voxland, Finance director RE: City Bill List DATE: November 29, 2001 Introduction and Background Attached is a print out showing the division budget status for 2001 based on data entered as of 11/29/2001. Attached is a regular council bill list for invoices processed to date for council approval. Also included in the checklist are various refunds, returns, pass through, etc. totaling $40,768.06. 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Cn LL C Z > w O o _ L Of w O d Z Z 5 O }- — O LL J N LL LL U- r w (7 !Y w < = cn Z w O t_ w a o g z x Q rL p O LL V J U LL u a v r C w w Cw3 m w c R o O 0 o N m O O O O o O c0 0 E O N O) N N w M o O O O O N V E o 0 0 o o m c w w c) 0 0 o c: c t * v v v Lc n r-- I-- r n w w 0 o O O o 0 o O 0 0 0 0 0 0 O O k"VU9 U M131 TO: Mayor and City Council, City of Shakopee, Minnesota FROM: Jim Thomson, City Attorney DATE: November 27, 2001 RE: Liquor License Hearing for Sabrosa's The City Council has scheduled the hearing regarding the sale of alcoholic products to a person under the age of 21 for December 4, 2001 at 7:00 p.m. A copy of the notice that has been sent to the licensee is attached to this memorandum for your reference. The purpose of the hearing is to determine whether action should be taken against the licensee as a result of an alleged violation that occurred on May 25, 2001. The maximum penalty that the City Council can impose for violation of its liquor regulations is a penalty of up to $2,000, a suspension of the liquor license for up to 60 days, a revocation of the liquor license, or any combination of these penalties. If the City Council is considering imposing a suspension or revocation, the licensee must be given the opportunity for a hearing by an independent hearing officer. The purpose of this agenda item is to allow the licensee to appear before the Council and either admit or deny the violation. If they admit the violation, there is no need for a hearing. If, however, the licensee denies the violation, a hearing before an independent hearing officer will need to be scheduled if the City Council is considering suspension or revocation of the license_ My recommendation as to how to proceed is as follows: 1 _ I will give a brief summary of the background and purpose for the agenda item. 2. The Mayor would then call the case and the licensee will have an opportunity to admit or deny the violation and to give any extenuating circumstances they feel are relevant. If the licensee admits the violation, the City Council can impose the penalty immediately. If the licensee denies the violation, we will need to schedule a hearing before an independent hearing officer, unless the Council is not considering a suspension of the license. The alleged violation involves a second offense under the City liquor regulations. Attached to this memorandum is a summary of the penalties that the City Council has previously imposed for second violations. HADLEL- 206439v1 SH155 -23 CITY OF l' N OTICE 1I VIOLATION OF LIQUOR REGULATIONS Certified Mail TO: Sabrosa's 1120 East l t Avenue Shakopee MN 55379 Please take notice that the City Council of the City of Shakopee will meet in the City Council Chambers, Shakopee City Hall, 129 South Holmes Street, Shakopee, Minnesota on December 4, 2001 at 7:00 p.. or as soon thereafter as the matter can be heard to consider whether action should be taken against your license as a result of an alleged violation occurring on or about May 25, 2001 regarding sales of alcoholic products to a person under the age of 21. The maximum penalty authorized by law that may be imposed for violation of the City's regulations is revocation of your liquor license, suspension of your liquor license for up to 60 days, a civil penalty of $2,000 for each violation, or any combination of these penalties. Prior to any suspension or revocation taking effect, you have the opportunity for a hearing by an independent hearing officer. If you request such a hearing, it will be conducted in accordance with the procedures in the Minnesota Administrative Procedures Act, Minnesota Statutes, Section 14.57 to 14.69. You are notified that you have the right to appear at the Council meeting on December 4, 2001. At the meeting you will be provided with the opportunity to either admit the violation or request a hearing. If you request a hearing, it will be conducted at a later date. If you do not appear at the December 4, 2001 meeting, the City Council may impose any penalty up to the maximum penalty authorized by law fine of up to $2,000 or schedule a hearing to determine if a suspension or revocation of your license is warranted. Dated: November 13, 2001. By Order of the Shakopee City Council Judith S. Cox, City Clerk 129 South Holmes Street Shakopee, MN 55379 Telephone: 952- 496 -9667 HADLEL- 206439vi SH155 -23 LIQUOR VIOLATIONS April 9, 1999 violations occurred. July 6, 1999 City Council imposed civil penalties as follows: 1. Speedway /SuperAmerica LLC, 1155 East First Avenue $500 administrative penalty and 5 day suspension 2. Twin Cities Stores, Inc., dba Oasis Market, 1147 Canterbury Road $500 administrative penalty and a 10 day suspension 3. Crossroads Liquor of Shakopee, LLC, 1262 Vierling Drive East $1,000 administrative penalty and a 10 day suspension; suspension will not go into effect if there are no violations pertaining to the liquor license or tobacco license for a period of one year August 13, 1999 violations occurred. November 3 and 16, 1999 City Council imposed civil penalties as follows: Crossroads Liquor of Shakopee LLC, 1262 Vierling Drive East Nov. 16,1999 $2,000 administrative penalty and 2 day suspension plus an 8 day suspension that was suspended and will not go into effect if there are no violations pertaining to liquor license or tobacco license for a period of one year 2. Canterbury Park Concessions Inc., 1100 Canterbury Road Nov. 16,1999 $1,000 administrative penalty Magnum Management Corp. dba Valley&ir, One Valleyfair Drive Nov. 3,1999 $1,000 administrative penalty & 10 day suspension that was suspended and will not go into effect if there are no violations pertaining to liquor or tobacco license for one year. August 20, 1999 violations occurred. 4. Turtles Bar and Grill, Inc., 132 East 1st Avenue Nov. 16,1999 $1,000 administrative penalty 5. Tom Thumb Food Markets, 590 So. Marschall Road Nov. 3,1999 $1,000 administrative penalty and 5 day suspension September 17,1999 violations occurred. 6. Sabroso Inc., 1120 East 1st Avenue Nov. 16,1999 $1,000 administrative penalty October 21 and October 22, 2000 violations occurred 1. VFW, 1201 East 3r Avenue May 1, 2001 $1,000 administrative penalty 2. Heyde Hospitality (Arizona's), 1244 Canterbury Road May 1, 2001 $1,000 administrative penalty 3. American Legion, 1266 East 1S Avenue May 1, 2001 $1,000 administrative penalty 4_ Applebee's, 1568 Vierling Drive East May 1, 2001 $1,000 administrative penalty 5. Fraternal Order of Eagles, 220 West 2 nd Avenue May 1, 2001 $1,000 administrative penalty 6. Pizza Huts of the Northwest, 257 So. Marschall Road May 1, 2001 $1,000 administrative penalty and 10 day suspension is \clerk \j eanette\licenses /ligviola. TO: Mayor and City Council FROM: Jim Thomson, City Attorney DATE: November 29, 2001 Tobacco License Hearing for Food n Fuel The City Council has scheduled the hearing regarding the sale of tobacco products to a minor for December 4, 2001 at 7:00 p.m. A copy of the notice that has been sent to the licensee is attached to this memorandum for your reference. The purpose of the hearing is to determine whether action should be taken against the licensee as a result of an alleged violation that occurred on July 30, 2001. The ordinance provides that the first violation is punishable by a civil penalty of $200 and a suspension of the license for a minimum of 1 day but no more than 10 days. A second violation within any 36 -month period is punishable by a civil penalty of $500 and a suspension of the license for a minimum of 1 day but no more than 20 days. The hearing involves a first offense. Here is my suggestion as to the procedure for conducting the meeting: 1. I will give a preliminary statement setting forth the purpose of the hearing and a summary of the penalties that can be imposed by the City Council. As part of my preliminary statement, I will inform the licensee that they have the option of either admitting that the violation occurred or requesting the opportunity to challenge the violation. If they admit the violation, they will be allowed to describe any extenuating circumstances that they might feel are applicable to them. If they request a hearing, the hearing will be conducted at that time. 2. After I have made my preliminary statement, the Mayor should ask if anyone has any questions regarding the procedure that is going to be followed. 3. I will then call for the matter to be heard. The representative of the licensee will come to the podium. The Mayor should ask the licensee whether they admit the violation. If the licensee admits the violation, they should be given the opportunity to explain any extenuating or mitigating circumstances. If the violation is admitted, the Council then needs to decide whether it wants to impose a suspension longer than the one -day minimum. 4. In deciding the length of the suspension, the City Council can consider any factors it believes to be relevant. HADLEL- 206438v1 SH155 -23 5. If the licensee requests a hearing, I will start the hearing by summarizing the particular facts of the violation as set forth in the police report. We will then give the licensee an opportunity to present any facts they would like to present. It is also possible that the police officer who was involved with the incident will be asked to provide information on the violation. 6. After the hearing is completed, the City Council will then make a decision as to whether a violation occurred and, if so, the length of the license suspension. (The amount of the civil penalty is set forth in the Ordinance.) I will be prepared to answer any questions regarding the hearings. HADLEL- 2064380 SH155 -23 Certified Mail TO: Twin Cities Avanti Stores LLC dba Food n Fuel 234 W. 1 st Avenue Shakopee MN 55379 Please take notice that a hearing will be held before the City Council of the City of Shakopee in the City Council Chambers, Shakopee City Hall, 129 South Holmes Street, Shakopee, Minnesota on December 4, 2001 at 7:00 p.m. or as soon thereafter as the matter can be heard. The purpose of the hearing is to determine whether action should be taken against your license as a result of an alleged violation occurring on or about July 30, 2001 regarding sales of tobacco products to a minor. The penalty that will be imposed for a first violation of the City's regulations is a fine of $200 and a suspension of your license for a minimum of one day and not more than 10 days. The penalty that will be imposed for a second violation at the same premises within a 36 -month period is a fine of $500 and a suspension of your license for not less than one day and not more than 20 days. The penalty that will be imposed for a third violation at the same premises within a 36 -month period is either a suspension of your license for 30 days or revocation of your license. You are notified that you have the right to appear at the hearing and present evidence as to whether a violation occurred. You may be represented by an attorney of your choice and to call witnesses on your behalf If you do not appear at the hearing you will be deemed to have waived your right to present evidence on your behalf. Dated: November 13, 2001. By Order of the Shakopee City Council Judith S. Cox, City Clerk 129 South Holmes Street Shakopee, MN 55379 Telephone: 952- 496 -9667 HADLEL- 206438v1 SH155 -23 M "Id l CITY OF SHAKOPEE Memorandum CASE NO.: TO: FROM: SUBJECT: MEETING DATE: 01112 Mayor and City Council Mark McNeill, City Administrator Mark Noble, Planner I Preliminary Plat of Greenfield December 4, 2001 INTRODUCTION: Tollefson Development, Inc. has made application for preliminary plat approval of Greenfield, located north of Valley View Road and just east of the Pheasant Run development (see Exhibit A). The subject property is zoned R -IB Urban Residential Zone. The proposed plat is approximately 118.77 acres in area, and the development would consist of 302 single - family residential structures. The proposed net density would be approximately 3.9 units per acre, which is consistent with the R -1B Zone regulations (maximum of 5 units per acre). CONSIDERATIONS: The Planning Commission preliminarily reviewed this application on September 6, 2001. At that meeting, the Commission voted to continue this request until such time as more information is available and until the Environmental Assessment Worksheet (EAW) was complete. Since that meeting, the applicant has revised the plans as requested and the EAW has been distributed, with comments to be received by the city no later than November 28, 2001. The EAW has been placed on the City Council agenda of December 4, 2001. PLANNING COMMISSION RECOMMENDATION: The Planning Commission reviewed this project on November 8, 2001, and by a 6 -0 vote, recommended that the City Council approve the preliminary plat of Greenfield, with conditions as addressed in the draft resolution as well as recommend that the City Council provide a negative declaration on the findings of the EAW prior to reviewing the preliminary plat. A copy of the Planning Commission staff report is attached for the Council's information. ALTERNATIVES: 1. Approve Resolution No. 5622, approval of the preliminary plat of Greenfield. 2. Approve Resolution No. 5622, approval of the preliminary plat of Greenfield, subject to revised conditions. 3. Deny the Preliminary Plat. 4. Table action and request additional information from staff and/or the applicant. ACTION REQUESTED: Approve Resolution No. 5622, approval of the preliminary plat of Greenfield. 4 Mk Noble Planner I g:\CC\2001 \1204 \greenfieldmemo. doe (01112) FIT 1 1; 1 1 THE PRELIMINARY OF 1 1 WHEREAS, Tollefson Development, Inc., applicant and property owner, has made application for preliminary plat approval of Greenfield; and WHEREAS, the subject properties are legally described as found on Exhibit A, attached; and WHEREAS, the Shakopee Planning Commission held a public hearing on the preliminary plat on November 8, 2001; and WHEREAS, all required public notices regarding the public hearing were posted and sent; and WHEREAS, the Shakopee Planning Commission has recommended approval subject to the conditions listed below; and WHEREAS, the City Council reviewed the preliminary plat request at its meeting of December 4, 2001. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL THE CITE' OF SHAKOPEE, MINNESOTA, as follows: That the preliminary plat of GREENFIELD is approved subject to the following conditions: I. The following procedural actions must be completed prior to Final Plat review by the City Council: A. Final construction plans shall be submitted showing all utilities, both on and off -site. Staff, the Shakopee Public Utility Commission, and WSB, Inc. shall review these plans. B. If there are multiple phases of development proposed, then the first plat should be named "Greenfield I" Addition ". C. Provide names for all streets within the proposed development. D. The landscape plan shall be revised to comply with the ordinance requirements for size of plantings. E. Revise the plat to show a four (4) foot high berm on both sides of the north/south collector street. F. Provide parkland dedication in a combination of cash, land and development land for park use equivalent to 12.08 acres. G. Revise the plat to show additional easements as recommended in the memorandum by City Engineering. H. The following procedural actions must be completed prior to the recording of the Final Plat: A. A petition shall be provided by the developer for future improvements to Valley View Road and Thrush Street. B. Approval of title by the City Attorney. C. Execution of a Developers Agreement, which shall include provisions for security for the public improvements within the Final Plat, public improvements needed to serve the site, improvements for Valley View Road, and for engineering review fees. 1. Street lighting to be installed in accordance with the requirements of the Shakopee Public Utilities Commission_ 2. Electrical system to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 3. Water system, including trunk water mains, and fire hydrants, to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 4. Installation of sanitary sewer and storm sewer systems, and construction of streets in accordance with the requirements of the Design Criteria and Standard Specifications of the City of Shakopee. 5. The developer shall be responsible for payment of Trunk Storm Water Charges, Trunk Sanitary Sewer Charges, and other fees as required by the City's adopted Fee Schedule and as approved by the City Engineer. D. Prior to construction of the public improvements, the Shakopee Public Utility Commission and the City Engineer must approve the Final Construction Plans and Specifications. IV. Following approval and recording of the final plat, the following conditions shall apply: A. Building construction, sewer, water service, fire protection and access will be reviewed for code compliance at the time of building permit application(s). THEREFORE, E IT FURTHER SOLVED, that approval of the preliminary plat of GREENFIELD does not constitute a representation or guarantee by the City of Shakopee as to the amount, sufficiency or level of water service that will be available to lots within the plat as they are developed. Adopted in session of the City Council of the City of Shakopee, Minnesota, held the day of Mayor of the City of Shakopee M01& W Memoran CASE NO.: 01112 TO: Shakopee Planning Commission FROM: Mark Noble, Planner I SUBJECT: Preliminary Plat of Greenfield MEETING DATE: November 8, 2001 REVIEW PERIOD: July 20, 2001 —November 17, 2001 Applicant: Tollefson Development, Inc. Location: East of Pheasant Run Street, West of County Road 83 and North of Valley View Road Current Zoning: Urban Residential (R =1B) Zone Adjacent Zoning: North: Agricultural Preservation (AG) Zone South: Rural Residential (RR) Zone East: Agricultural Preservation (AG) Zone West: Urban Residential (R -113) Zone 1995 Comp. Plan: Single Family Residential Draft Comp. Plan: Single Family Residential Acreage: 118.77 Acres MUSA: This site is within the MUSA boundary. Attachments: Exhibit A: Zoning/Location Map Exhibit B: Preliminary Plat Plan Exhibit C: WSB Letter Exhibit D: City Engineering Memorandum Exhibit E: Natural Resources Director's Comments Exhibit F: Scott County Environmental Health's Comments Exhibit G: Lower Minn. River Watershed Dist. Comments Exhibit H: Shakopee Public Utilities Comments INTRODUCTION: Tollefson Development, Inc. has made application for preliminary plat approval of Greenfield, located north of Valley View Road and just east of the Pheasant Run development (see Exhibit A). The subject property is zoned R -1B Urban Residential Zone. The proposed plat is approximately 118.77 acres in area, and the development would consist of 302 single family residential structures (see Exhibit B). The proposed net density would be approximately 3.9 units per acre, which is consistent with the R -1B Zone regulations (maximum of 5 units per acre). CONSIDERATIONS: The Planning Commission preliminarily reviewed this application on September 6, 2001. At that meeting, the Commission voted to continue this request until such time as more information is available and until the Environmental Assessment Worksheet (EAW) was complete. Since that meeting, the applicant has revised the plans to incorporate the Park and Recreation Advisory Board's comments into the plans, and the EAW has been distributed, with comments to be received by the city no later than November 28, 2001 (see Exhibit C). The City Council may approve the preliminary plat request after they have acted on the EAW, which will likely occur on December 4, 2001. City Engineering has provided staff with comments (Exhibit D). The developer has incorporated some of the comments into the plat design, and should continue to work with the city to reach compliance with the remaining issues as noted in Exhibit D. The developer has proposed the dedication of parkland as part of this plat. There is a 3.9- acre park planned west of the north -south collector and a 5 -acre park proposed in the northeast corner of the development, adjacent to a 4.4 -acre pond. As noted in a memorandum from Mark J. McQuillan, Natural Resources Director (see Exhibit E), the Environmental Advisory Committee (EAC) has suggested that the developer construct the storm water retention pond in an irregular shape with a trail around its perimeter, with the trail connecting to the adjacent park and to the north -south connector street. The EAC also provided suggestions on the types of plantings that should be installed for this development. The Parks and Recreation Advisory Board (DRAB) also reviewed the proposed plat, at which time the developer agreed to 1) dedicate the two parks; 2) dedicate the retention pond with trails; 3) provide improvements equaling or exceeding the cash equivalency of 2.8 acres; 4) pay the road assessment costs to extend 17' Avenue to the east from the public school property to the north -south collector street; 5) install a trail along the north —south collector street; 6) install or place funds in escrow for a trail along Valley View Road; and 7) install or place funds in escrow for a bituminous trail around the retention pond. The developer has incorporated trials and sidewalks into their plan, consistent with the PRAB's request. The City Code stipulates that in residential plats, the City shall have a standard of one (1) acre of parkland for every seventy -five (75) people, rather than the 10% park dedication requirement as mentioned in Mr. McQuillan's memo. For single - family detached developments, 3.0 persons per lot should be used in the calculations of this parkland projection. Based on 302 lots, this calculates to 906 people, or 12.08 acres of parkland to be dedicated. The City may elect to receive a combination of cash, land and development land for park use to fulfill this requirement. The applicant has submitted a landscaping plan based on the original plat layout. City Code Sec. 11.60, Subd. S, Landscaping Requirements, requires that at least one over story deciduous tree or coniferous tree that meets the size requirements of the ordinance be planted in the front yard of each lot. The submitted landscape plan does show a tree in the front yard of all lots; however, those proposed trees do not comply with the minimum size requirements (minimum 2" caliper, rather than 1' /2" as proposed). This would need to be revised as part of the final plat submittal. Additionally, it should be noted that the landscape plan shows a considerable number of coniferous trees planted along the north/south collector street and along Valley View Road. The City Clerk has provided comments, noting that if more than one phase of development is to occur, the plat should be named Greenfield 1 s, Addition to eliminate confusion with future stages /additions of this development. The Fire Inspector for the City of Shakopee has commented that hydrants are to be located in conformance with the Shakopee Public Utilities Policy. Scott County Environmental Health Department have provided comments (see Exhibit F), specifically noting that the area proposed for development may require an Environmental Review before proceeding with any specific development proposal. That EAW is in process as noted above. Kevin Bigalke, District Administrator with the Lower Minnesota River Watershed District, has provided comments (Exhibit G), primarily questioning where would be the water outlet. Shakopee Public Utilities has provided comments (see Exhibit H), specifically noting that municipal water, underground electric and street lighting installation services are available subject to their standard terms and conditions. They also mentioned that trunk water mains will need to be constructed across the plat within the Valley View Road right -of -way and the Thrush Street right -of -way extended. Shakopee Public Utilities will pay the over sizing costs per their policy. ALTERNATIVES: 1. Recommend to the City Council approval of the preliminary plat of Greenfield, subject to the following proposed conditions: 1. The following procedural actions must be completed prior to Preliminary Plat review by the City Council: A. Review of the revised plat drawing and internal street configuration by city staff, the Shakopee Public Utility Commission, and WSB, Inc. This plan shall include all centerline curve data for the proposed streets. B. Acceptance of the EAW by the City Council. H. The following procedural actions must be completed prior to Final Plat review by the City Council: A. Final construction plans shall be submitted showing all utilities, both on and off -site. Staff, the Shakopee Public Utility Commission, and WSB, Inc. shall review these plans. B. Provide names for all streets within the proposed development. C. The landscape plan shall be revised to comply with the ordinance requirements for size of plantings. The following procedural actions must be completed prior to the recording of the Final Plat: A. A petition shall be provided by the developer for future improvements to Valley View Road. B. Approval of title by the City Attorney. C. Execution of a Developers Agreement, which shall include provisions for security for the public improvements within the Final Plat, public improvements needed to serve the site, improvements for Valley View Road, and for engineering review fees. 1. Street lighting to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 2. Electrical system to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 3. Water system, including trunk water mains, and fire hydrants, to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 4. Installation of sanitary sewer and storm sewer systems, and construction of streets in accordance with the requirements of the Design Criteria and Standard Specifications of the City of Shakopee. 5. The developer shall be responsible for payment of Trunk Storm Water Charges, Trunk Sanitary Sewer Charges, and other fees as required by the City's adopted Fee Schedule, with an additional $0.01 per net square foot added to the trunk storm sewer charge. D. Prior to construction of the public improvements, the Shakopee Public Utility Commission and the City Engineer must approve the Final Construction Plans and Specifications. IV. Following approval and recording of the final plat, the following conditions shall apply: A. Building construction, sewer, water service, fire protection and access will be reviewed for code compliance at the time of building permit application(s)- 2. Recommend to the City Council approval of the preliminary plat of Greenfield, subject to revised conditions. 3. Recommend denial of the Preliminary Plat. 4. Continue the public hearing to allow time for additional information to be brought forward. 5. Close the public hearing, but table action and request additional information from staff and/or the applicant. RECOMMENDATION: Planning staff recommends Alternative No. 1 or 2, recommend to the City Council approval of the preliminary plat of Greenfield, subject to conditions as proposed by staff or as revised by the Commission. ACTION REQUESTED: Recommend to the City Council approval of the preliminary plat of Greenfield, consistent with the Commission's wishes. Mark Noble Planner I g:\ boaa- pe\2001 \110ftreenfieldmemo.doe (01112) A fve- A if r- � RR N dwah..Lb ad SHAKOPEE W+ E COk�PMESN== S Parcel Boundary AG \ � i e. \ \ w --Va11evViewR\d AG N dwah..Lb ad SHAKOPEE W+ E COk�PMESN== S Parcel Boundary ! �SB- E A=oCily= hrc October 22, 2001 L �1 � Q �n '� OU f 2 3 2001 - (&=e>> <dn==> - ((city» «st» <<zip>> R ]Environmental Assessment Worksheet for the Greenfleld Residential Development Site W Pr o j ect • 1 Attached please . find the appropriate n=ber of copies of the Environmental Assessment T • • .w• ■ ' •a•s. •r■• r r. r• ■. •• ee N for • • rev i ew and comment Th • was submit to the Environmental Quality Board on O •• r'7 2001 and will be published r• the October 29 2001 EQB Monito Please be advised that all comments conc=ing this EAW should be received by the City of Shakopee no later than November 28, 2001. All corrlments should be forwarded to: C ity of •..•• - •• Mich • •• e. St reet S hak opee , ' If you have any questions or comments, please do not hesitate to contact Mr. Leek at (952) 233 -3800 or myself at (763) 287 -7196. Sincerely, - Andrea M. Moffatt Biologist Attachments c: Michael City of Shakopee iinnea{io3js:; 13M linnesota y 5422 _ 53.54'1 :48Q�_ 53.54.1 .1700. FAX F- kWpV/lN1281 -I0 Itr doc Minneapolis - St Cloud - Equal Opportunity Employer City of Shakopee Memorandum TO: Mark Noble, Planner I FROM: Joel Rutherford, Assistant City Engineer SUBJECT: Preliminary Plat — Greenfield MEETING DATE: October 4, 2001 Staff reviewed the information an d drawings provided with the preliminary plat. However, it is our understanding the plat is in the process of being revised, based on preliminary comments from staff, and perhaps from the comments made be the City Council. Therefore, based on the information submitted with the applications, and the draft revisions provided by the developer's engineer, I have the following comments for the applicant, and for the planning department: WSB Comments Attached is copy of comments prepared by the City's consultant, WSB, Inc. The preliminary plat and. the infrastructure required to serve the development were reviewed by WSB, Inc., as requested by city staff. Their comments have been presented to the Council for the purpose of preparing a schedule for the development, and to determine if the off -site improvements (17` Avenue, and the north -south collector road leading to the development, along with the utility work associated with these two streets) should be designed by the developer's engineer or by the City. After this project was brought to the Council, it was decided to have the City's consultant, WSB, Inc., do the design for the off -site improvements, and all other improvements designed by the developer's engineer. The proposed development will need to be completed in phasing. Because no permanent outlet is available to provide storm sewer service, the proposal is to grade a large temporary pond in the northeast comer of the plat. This area will be partly filled in when a permanent outlet is available, leaving lots and a smaller permanent pond, as shown on the plans. Based on the draft revisions submitted to staff, the lot configuration and pond shapes have been revised. With these changes the grading will also change. Streets WSB, Inc, has commented that a 100' right -of -way is required for the 17' Avenue collector road, and that turn lanes are required. The developer is responsible for securing the necessary easements required for these off-site improvements. In addition to the proposed off -site improvements, the plat itself proposes an extension of the north -south collector street (labeled as "Main Street' on the plat), along with the internal public L local streets. -M Street" is on the City's State -Aid system and will need to meet T's standards. Utilities The developer and their engineer shall work with staff, WSB, Inc., and the Shakopee Public Utility Commission on providing utilities to the site. As part of the storm sewer design, the storm drainage plan shall include the drainage from the future improvements to Valley View Road. Trunk Fees This site will be responsible for paying trunk storm sewer-and trunk sanitary sewer fees per the City's policy and fee schedule. In addition to the regular trunk storm sewer fees, an additional $0.01 shall be added to the Trunk Storm Water Charge. This charge is based on the recommendation from the City's consultant as a way to pay for the temporary storm sewer facilities required to handle the storm sewer, prior to having the permanent facilities installed. Recommendation Recommend approval of the Preliminary Plat, subject to the following conditions: A. Prior to preliminary plat review by the City Council, the following actions must be completed: 1. Review of the revised plat drawing, and internal street configuration, by city staff, the Shakopee Public Utility Commission, and WSB, Inc. This plan shall include all centerline curve data for the proposed streets. B. Prior to Final Plat review by the City Council, the following actions must be completed: 1. Final construction plans shall be submitted showing all utilities, both on and off -site. Staff, the Shakopee Public Utility Commission, and WSB, Inc. shall review these plans. C Prior to recording of the Final Plat, the following actions must be completed: 1. A petition shall be provided by the developer for future improvements to Valley View Road; sec g,:. F of the Developers Agreement� which shall include provisions for f or 1 /..•.. pub 1111• :..• .111 :/1. A within the If... Pl at , • a ItIR. t MU.�17A needed Sr se th s ':11•U /'. 11.+11 A.. fo Valley View Road, for the engineering review fees, 4. •.. t o const o t he pub fiWovements t he E n gin= t • t he S h ak opee • Ut C omaussion mus a.. It✓.1 Const Pl ans and / p:• l.: 1 • •. -- s s* a August 15, 2001 Mr. Bruce Loney, P.E. Public Works Director City of Shakopee J 129 Holmes Street South Shakopee, MN 55379 Re: Tollefson Development / Greenfield Preliminary Plat WSB Project No. 1281 -23 Dear Mr. Loney: As you requested, WSB has conducted a cursory review of the Greenfield preliminary plat documents you transmitted. Based on that review, we have the following comments: 1. Main Street is the north -south collector street through this area of the City. The plat currently shows a development street to the east and to the west of Main Street creating "double loaded" lots. By creating side street intersections this close to Main Street traffic operation problems will occur at these intersections. 2. City policy currently states that the development must be serviced by a paved roadway. This can be accomplished by either paving Valley View Road or extending the north -south collector and 17` Avenue. The developer's current plan indicates that they would extend the north -south collector to the 17 Avenue extension. Preliminary plans for the roadways are included as part of the preliminary plat submission. ? 3. The 17`' Avenue extension plan does indicate a 100 -foot right -of -way, which matches the existing right -of -way corridor. The plans, however, do not indicate any turn lane configurations at the intersection of the north -south collector and 17' Avenue. Left turn lanes, including raised concrete median, will need to be included at this intersection. 4. The north -south collector street plan indicates an 80 -foot right -of -way corridor, which would be sufficient for a two -lane urban collector street. However, at the intersection of 17` ' s Avenue, the cross section will need to expand to a three -lane roadway with left and right turn -' lanes approaching 17` Avenue. It would be recommended that 100 -foot right -of -way be secured for a distance of approximately 500 feet south of 17' Avenue. 5. The 17' Avenue and north -south collector street plans show future sanitary sewer and water k ' systems through its corridor. These utilities also provide service to the majority of the new r� plat; however, the plans do not indicate how the systems will be connected to the existing utility systems. This will require extensive coordination with adjacent plats, and property owners, as well as the City in determining exact size and location of these connections. It does not appear that this plat can develop until these downstream developments are constructed and utilities available. 6. The proposed plat and collector streets show storm drainage facilities, which are also 4150 oison„ dependent on connections to adjacent developments. Also, ponding areas need to be Memorial Hi ghway identified, sized, and located for this new development. suite*3oo :�, � 7 City policy currently indicates that a paved bicycle / pedestrian be located on one side of the inneapr ; _ po is ; t roadway and a concrete sidewalk be located on the other side of the roadway. The current �. roadway plans show only a concrete sidewalk on one side of the roadway through only the � inneso ta development site plan. The north -south collector street extension and the 17` Avenue 55422 " :. " .'` " extension plan show no trail or walk These will need to be included as part of the plan. 763 541 .1800 ¢` le, CA4 - .4OM CAW AA ­.­1.1 Cs i I­.1 r- ­i n.......t....:a.. c- ....1.... -- Mr. Bruce Loney City of Shakopee August 13, 2001 Page 2 1 1 Based on the above preliminary comments, you requested that WSB provide you with a best case scenario in the development of plans and for the north -south coIIector road and 17' ®' Avenue extension in order to construct theseTmiccts yet this year (2001). It is our feeling that three` scenarios would exist for development of the plans and specifications. Scenario 1: WSB design with City bidding process. Scenario 2: WSB design for developer bidding- Scenario 3: Developer design with extensive City review. In all cases, these plans and specifications will require a T State Aid compliance review prior to the beginning of construction. Based on these three scenarios, the following time lines would be expected. Scenario 1 Notice to Proceed (City Council) ...................... ............................... .........................August 21, 2001 Design .................................................... .................. ... ........ .. August 21 through September 14, 2001 State Aid Submittal ..... ................ ... . .. September 14, 2001 State Aid Review ................... September 14 through October 12 2001 Approve Plans (City Council) ............................................. ............................... September 18, 2001 Adfor Bid ..................................... ............................... ..........September 21, 28, and October 5, 2001 OpenBids ........................ ......................................................... ............................... October 10, 2001 Award Contract (City Council) ................................................ ............................... October 16, 2001 Construction Begin .......................................... ............................... October 22, 2001 Scenario 2 Notice to Proceed (City Council) ...................... ............................... .........................August 21, 2001 Design ............... ............................... August 21 through September 14, 2001 State Aid Submitta ........................... September 14, 2001 ................................... ............................... State Aid Review ............ ............................... .........:............September 14 through October 12, 2001 Approve Plans (City Council) .............................................. ............................... September 18, 2001 Construction Begin (Following State Aid Approval) ...................... ........................ October 12, 2001 _Scenario Notice to Proceed (City Council) .............. N/A D esign (Underway) ...... ............................... .........................August 31, 2001 StateAid Submittal ..... ............................... ........ ............................... ........................August 31, 2001 City Submittal .................................................... ............................... .........................August 31, 2001 State Aid Review .................................. ............................... August 31, through September 28, 2001 Ci ty Review ................. ............................... .........................August 31, through September 14, 2001 App rove Plans (City Council) ........................... ............................... ........................ October 2, 2001 C onstruction Begin ..................................... ............................... October 3, 2001 The scenario 3- schedule assumes that the developer has significant portions of the project already completed and that he would have the staff available to complete the design in a timely manner (by August 31, 2001) if this date is not met, an additional two weeks would be required for approval of plans. F.\wpWJMJ28 1- 2310 8 1 3 0 1 bl.doc W. Bruce Loney City of Shakopee August 13, 2001 Page 3 d z��� In all three scenarios, there are several other issues that would need to be resolved prior to construction. These included: - 1. Right -of -way casements and concurrence from adjacent properties. 17 Avenue extension, the north -south collector and all utilities require additional right -of -way or casements off the plat. The developer has agreed to obtain all the off -site easements. Proof of casements should be submitted to the City before any improvements are considered. 2. Soil boring information. Currently, there is only soil boring information available for the developer's site. Additional soil borings would need to be provided, along the new alignment of the north -south collector and the 17 Avenue extension. 3. Plat approvals: The developer has not submitted the preliminary plat for formal approval. Preliminary and final plat approvals will be required prior to construction. 4. Weather: The weather will play a significant role in completing this project yet this fall. With even an early October start, weather will have to be on the developer's side in order to have paved streets by early November. Based on the above discussion and the there scenarios for construction yet this fall, it would be our recommendation that this project not be "pushed". A fourth scenario could be implemented that would provide the developer access to his site and begin the process for an early spring construction completion. This would involve proceeding with the design of the project so that grading can be completed yet this fall and the underground utility work commencing this winter, thereby providing an early spring start for the final grading and paving of these roadways. This scenario would give the City, in our opinion, the best project. In other words, all the design and platting issues can be resolved and the City can feel confident in proceeding with the project. If you have any other questions or need additional information on this project, please feel free to contact Charles Rickart at (763) 287 -7183, or Dave Hutton at (763) 287 -7195. Sincerely, B & Associates, Inc. Charles T. Rickart, P.E. Associate/Project Manager David E. Hutton, P.E. Associate/Municipal Group Manager c: Bret Weiss, WSB & Associates, Inc. 0 FAWPWIN\1281- 23x081301 bNoc CSI OCTOBER 31,2001 STAFF COMYMNTS At the October 22, 2001 Park and Recreation Advisory Board Meeting, the Board was pleased with the developer's cooperation to provide two parks and trails within the plat. They also understand the park located on the northeast comer of the plat will serve as a temporary pond until the construction of the Blue lake Watershed Channel is complete. Further more, the 4 -acre park west of the north — south collector street may accommodate some or all of the following activities: youth size ball field and soccer area, an outdoor hockey rink with Iights, playground equipment, warming house shelter and a small parking lot for 15 cars. The PRAB respectfully request that the developer and builders notify prospective buyers of nearby lots of the potential park facilities planned for their neighborhood park. 7 1� � R�/- -z/ Mark I McQuillan Natural Resources Director s 00®17'02 E f � R :540"0 1 23 -� f 1 i .art -users l 1 22 21 JI a �l � If If l — ... 162 -0 0 cc m z L r _Z5. I 1- .• • Um •' UNTRODUCTION The Toffefson Development has submitted a preliminary plat to develop 118.2 acres east of Pheasant Run. Council recently approved the rezoning of the plat from Agriculture to R -1B Single Family Residential. The existing plat proposes to have 327 developable lots. The Project Coordinator for the Greenfield Development, Gary Walschlager, will be attending the August 8` EAC Meeting and the August 27` Parks and Recreation Advisory Board Meeting to answer questions about his development. Mr. Walschlager has expressed a desire to have the infrastructure for this plat completed by the end of the year. Aside from the many issues that could delay this project, Mr. Walschlager indicated his company would pay the cost to extend 17` Avenue east to the proposed north/south collector street. They will also absorb the costs to build the north/south collector street from 17` Avenue to Valley View Road. This would include all assessments if I understand the applicant's desires correctly. PARK TRAIL & OPEN SPACE 4 S NTS: (Original Submittal) The proposed plat dedicates very little park space. The current plan shows a small park the size of two lots west of north/south Collector Street. Another park the size of four lots is located east of the north/south collector street in the southern portion of the plat. A third park is adjacent to the storm -water pond on the north end of the plat. Staff recommends at Ieast two parks at a minimum size of 5 acres. One park should link to the temporary /permanent pond, thus, creating a greenway corridor for trails and passive activities. The other park should be designed to accommodate active areas for recreation programming. The north/south collector street should include a trail on one side and a sidewalk on the other side. At a recent meeting with the developer, he agreed to develop a couple of different concept plans that would include larger park spaces. The developer will present the plans at the August 27` PRAB meeting. jz��� A LTRAL RESOURCES REQ S: TREES NTORY) No trees currently exist within this plat. WETLANDS L4KES — RIVERS - STREAMS None STORM WATER DRA17VA GE The storm -water from this development will eventually drain into the BIue Lake Watershed Channel. Until that system is developed (5 years ?), the developer is required to create a temporary and permanent pond. The permanent portion of the pond will accommodate the 100 - year flood at 822.3 feet and the excess excavation will accommodate pond overflow at 824 feet. LIFE RABITA T Some pheasants BOARDS AND COMMISSIONS REVIEW ENVIRO ADVISORY CO EE CO NTS (August 9, 2®01) After careful review, the EAC saw no mayor or overt ecological constra within the development. However, the EAC suggest the following: 1. The developer constructs a storm water retention pond in an irregular shape (not square or rectangular) to place a trail around the pond. Residents could maintain the grass to the trail. The EAC encourages native plantings around the pond to control erosion and to promote wildlife habitat. Conversely, the native plants will also reduce the possibility of Canadian Geese nesting near the pond. 2. The EAC also suggest the developer select trees that are: o Disease resistant, o Tolerant to weather and elements such as road salt that could damage the tree, o Adaptable or associated to soil conditions within the plat and o A diverse selection. 3. The EAC would like to review the EAW for possible comment. p CS AND RECREATION ADVISORY BO (August 28,200 The Parks and Recreation Advisory Board was pleased with the proposed parks and their location. The two parks total 9 acres, which is less than the 10% park dedication requirement. However, the developer has agreed to contribute improvements that equal or exceed the cash equivalency of 2.8 acres. The developer has agreed to: o Dedicate 2 parks: one park shall be 4 acres and located in the southwest quadrant of the plat and the other park shall be 5 acres and located in the northeast quadrant of the plat; o The storm water retention pond should be contiguous to the northeast park and available as public open space with a trail around it; IT 11REM q ff), O / p 7A " - , -- BZE�_ NATURAL RESOURCES REQUIREMEN TREES (INVENTOR E) No trees currently exist within this plat. WETLANDS— LAKES —RIVERS -S S. None STORM WATER DRAEVA GE The storm-water from this development will eventually drain into the Blue Lake Watershed Channel. Until that system is developed (5 years ?), the developer is required to create a temporary and permanent pond. The permanent portion of the pond will accommodate the 100 - year flood at 822.3 feet and the excess excavation will accommodate pond overflow at 824 feet. WILDLIFE HABITAT Some pheasants EAW— EIS —AUAR An EAW is being completed BOARDS AND COMMISSIONS REVIEW E NVIRO NMENTAL ADVISORY CO EE CO M3ffNTS (August 9, 2001) After careful review, the EAC saw no mayor or overt ecological constraints within the development. However, the EAC suggest the following: 1. The developer constructs a storm water retention pond in an irregular shape (not square or rectangular) to place a trail around the pond. Residents could maintain the grass to the trail. The EAC encourages native plantings around the pond to control erosion and to promote wildlife habitat. Conversely, the native plants will also reduce the possibility of Canadian Geese nesting near the pond. 2. The EAC also suggest the developer select trees that are: o Disease resistant, o Tolerant to weather and elements such as road salt that could damage the tree, o Adaptable or associated to soil conditions within the plat and o A diverse selection. 3. The EAC would like to review the EAW for possible comment. PARKS RECREATION ADVISORY BOA (August 28, 2001) The Parks and Recreation Advisory Board was pleased with the proposed parks and their location. The two parks total 9 acres, which is less than the 10% park dedication requirement. However, the developer has agreed to contribute improvements that equal or exceed the cash equivalency of 2.8 acres. The developer has agreed to: o Dedicate 2 parks: one park shall be 4 acres and located in the southwest quadrant of the plat and the other park shall be 5 acres and located in the northeast quadrant of the plat; o The storm water retention pond should be contiguous to the northeast park and available as public open space with a trail around it; 1 9 SCOTT COMMUNITY DEVELOPMENT DIVISION P-4 ENVIRONMENTAL HEALTH DEPARTMENT GOVERNMENT CENTER A 104 200 FOURTH AVENUE WEST SHAKOPEE, MN 55379 -1220 (952) 496 -8177 Fax: (953) 496 -8489 WAS • Mark Noble / Project Manager F • Steve L. Steuber, Environmentalist ATE: August 10, 2001 S C: Preliminary Plat for Greenfield PID# 27- 917015 -0 8. 27- 917013 -0 Thank you for the opportunity to review the proposed preliminary plat of this area. We wish to note that the area proposed for development of PID# 27- 917015 -0 & 27- 917013 -0 totaling 118.2 acres may require an Environmental Review before proceeding with any specific development proposal according to the Environmental Quality Board (EQB): Minnesota Rules, Chapter 4410, 4410.4300, subpart 19. A licensed water well contractor should properly seal any abandoned wells discovered during work on the subject site. Any Individual Sewage Treatment System (ISTS) on the site needs to be abandoned by licensed ISTS contractor. Any solid waste discovered on this site should be removed to a licensed landfill or recycling facility and not buried on the site. Trees and brush removed during land preparation should be chipped or hauled to a tree waste processing facility and not burned on the site. The area in which this development is proposed is highly susceptible to ground water contamination. Precautions should be taken to minimiz the potential for ground water contamination. Storm water retention ponds should be designed to provide treatment for storm water. Scott County's Ground Water Protection Plan, suggests that storm water ponds located in highly susceptible areas which will receive runoff from residential, commercial and industrial developments (where water carried contaminants are likely to be present) should be designed in accordance with Federal NURP standards which suggest use of low permeability soil to treat and retard contaminant infiltration. Until the State adopts specific storm water design criteria to protect the ground water, ponds should be designed to meet the standards for treatment specified in MPCA rules for on -site sewage systems. These rules require a three -foot separation from the water table or bedrock and constructed in, or lined with, soils that have a permeability slower than five minutes per inch. An Equal Opportunity /Safery Aware Employer P& Dear Mr. Noble: Thank you for giving the Lower Minnesota River Watershed District (District) an opportunity to review the preliminary plat for the Greenfield development project. We appreciate the City of Shakopee involving the District early in the review process as this will allow any issues or concerns to be raised and addressed before the plan is near completion. With that being said, the District would like to offer the following comments for your consideration. 1. The plans for this project are comprehensive. The District is pleased to see adequate erosion and sediment control practices in place. 2. The plans also include on -site ponding. The District recommends that the storm water pond be designed as an infiltration basin. The area of this development has suitable soils to infiltrate storm water. 3. The District has concerns about the direction any storm water will be outletted. The Greenfield proposal appears to be in the "Blue Lake Watershed" in the City of Shakopee Stormwater Management Plan. Given that the design for storm water management of this watershed has not been determined, where will the water be outletted to? The Lower Minnesota River Watershed District, again, thanks the City of Shakopee for providing the District an opportunity to provide input on this development proposal. On behalf of the Board of Managers of the Lower Minnesota River Watershed District, I look forward to working with you on this and future projects. If you have any questions, please contact me at (952)496 -8842. Sincerely, Kevin D. Bigalke District Administrator it MINNESOTA I R WATERSHED DISTRICT Scott County Government Center 2Q0 4 "Avenue West n —� r = ! #� L. Schwa @®, President (612 5312. Fax: (672) 404 -5318 ce E. Neal, Yrce President Shakopee. MN 55379 Fax: 884 7t AU Tel: (952) 496 - 8842. Fax: (952) 496 - 8844 OiSce: 952 " - 1632 (952) - 7726 7 2 00 1 r, Glenda Spiotta, Secretary 952) 471-090. exL 285. Fax: (952) 471 -0682 August 23, 2001 By o�612) X398. FFa as se Ron Kraemer, Asst Treasurer Mark Noble Cell: (651) 335-8305. Fax: (952) 894-3235 Kevin U. Sigalke, .administrator Community Development Department Office: (952) s96-8842. Fax: (952) 896-8888 Shakopee City Hall 129 Holmes Street Shakopee, MN 55379 Dear Mr. Noble: Thank you for giving the Lower Minnesota River Watershed District (District) an opportunity to review the preliminary plat for the Greenfield development project. We appreciate the City of Shakopee involving the District early in the review process as this will allow any issues or concerns to be raised and addressed before the plan is near completion. With that being said, the District would like to offer the following comments for your consideration. 1. The plans for this project are comprehensive. The District is pleased to see adequate erosion and sediment control practices in place. 2. The plans also include on -site ponding. The District recommends that the storm water pond be designed as an infiltration basin. The area of this development has suitable soils to infiltrate storm water. 3. The District has concerns about the direction any storm water will be outletted. The Greenfield proposal appears to be in the "Blue Lake Watershed" in the City of Shakopee Stormwater Management Plan. Given that the design for storm water management of this watershed has not been determined, where will the water be outletted to? The Lower Minnesota River Watershed District, again, thanks the City of Shakopee for providing the District an opportunity to provide input on this development proposal. On behalf of the Board of Managers of the Lower Minnesota River Watershed District, I look forward to working with you on this and future projects. If you have any questions, please contact me at (952)496 -8842. Sincerely, Kevin D. Bigalke District Administrator SCOTT COUNTY X ' ' COMMUNITY DEVELOPMENT DIVISION ENVIRONMENTAL HEALTH DEPARTMENT a GOVERNMENT CENTER A 104 200 FOURTH AVENUE WEST SHAKOPEE, MN 55379 -1220 (952) 496 -8177 Fax: (952) 496 -8489 10 1 D10 o I N W Mark Noble / Project Manager FROM: Steve L. Steuber, Environmentalist DATE: August 10, 2001 SU ECT: Preliminary Plat for Greenfield PID# 27- 917015 -0 8s 27- 917013 -0 Thank you for the opportunity to review the proposed preliminary plat of this area. We wish to note that the area proposed for development of PID# 27- 917015 -0 & 27- 917013 -0 totaling 118.2 acres may require an Environmental Review before proceeding with any specific development proposal according to the Environmental Quality Board (EQB): Minnesota Rules, Chapter 4410, 4410.4300, subpart 19. A licensed water well contractor should properly seal any abandoned wells discovered during work on the subject site. Any Individual Sewage Treatment System (ISTS) on the site needs to be abandoned by licensed ISTS contractor. Any solid waste discovered on this site should be removed to a licensed landfill or recycling facility and not buried on the site. Trees and brush removed during land preparation should be chipped or hauled to a tree waste processing facility and not burned on the site. The area in which this development is proposed is highly susceptible to ground water contamination. Precautions should be taken to minimis the potential for ground water contamination. Storm water retention ponds should be designed to provide treatment for storm water. Scott County's Ground Water Protection Plan, suggests that storm water ponds located in highly susceptible areas which will receive runoff from residential, commercial and industrial developments (where water carried contaminants are likely to be present) should be designed in accordance with Federal NURP standards which suggest use of low permeability soil to treat and retard contaminant infiltration. Until the State adopts specific storm water design criteria to protect the ground water, ponds should be designed to meet the standards for treatment specified in MPCA rules for on -site sewage systems. These rules require a three -foot separation from the water table or bedrock and constructed in, or lined with, soils that have a permeability slower than five minutes per inch. An Equal Opportunitv/Safery Aware Employer • •'., •; CASE ISO: 01112 DATE: Municipal water ser�- is a Subject .. our ..:.... conditions. n ot .. « . ,. ►. lur - a l ateral ... d system .. 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The subject property is zoned R -1B Urban Residential Zone. The proposed plat is approximately 118.77 acres in area, and the development would consist of 302 single - family residential structures. The developer intends to undertake the development of this property in only one phase. CONSIDERATIONS: Bruce Loney, Public Works Director, and Planning staff have discussed this development further since the preparation of the staff report and resolution that was included in the Council's packet for the December 4, 2001 meeting. Staff believe that an additional condition should be added to the resolution that addresses phasing of development of this property. In the attached resolution, the recommended additional condition has been placed in bold type and underlined. The Council should discuss whether to consider this additional condition in their action. ACTION REQUESTED: Approve the amended Resolution No. 5622, approval of the N plat of Greenfield. M > d THE 1 1 ., 1 WHEREAS, Tollefson Development, Inc., applicant and property owner, has made application for preliminary plat approval of Greenfield; and WHEREAS, the subject properties are legally described as found on Exhibit A, attached; and WHEREAS, the Shakopee Planning Commission held a public hearing on the preliminary plat on November 8, 2001; and WHEREAS, all required public notices regarding the public hearing were posted and sent; and WHEREAS, the Shakopee Planning Commission has recommended approval subject to the conditions listed below; and WHEREAS, the City Council reviewed the preliminary plat request at its meeting of December 4, 2001. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, as follows: That the preliminary plat of GREENFIELD is approved subject to the following conditions: I. The following procedural actions must be completed prior to Final Plat review by the City Council: A. Final construction plans shall be submitted showing all utilities, both on and off -site. Staff, the Shakopee Public Utility Commission, and WSB, Inc. shall review these plans. B. If there are multiple phases of development proposed, then the first plat should be named "Greenfield 1" Addition". C. Provide names for all streets within the proposed development. D. The landscape plan shall be revised to comply with the ordinance requirements for size of plantings. E. Revise the plat to show a four (4) foot high berm on both sides of the north/south collector street. F. Provide parkland dedication in a combination of cash, land and development land for park use equivalent to 12.08 acres. G. Revise the plat to show additional easements as recommended in the memorandum by City Engineering- H. The developer and City establish an agreement that lim the maximum number of building permits that will be issued pr to the completion of the north/south collector street exten to existing 17 th Avenue East. II. The following procedural actions must be completed prior to the recording of the Final Plat: A. A petition shall be provided by the developer for future improvements to Valley View Road and Thrush Street. B. Approval of title by the City Attorney. C. Execution of a Developers Agreement, which shall include provisions for security for the public improvements within the Final Plat, public improvements needed to serve the site, improvements for Valley View Road, and for engineering review fees. 1. Street lighting to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 2. Electrical system to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 3. Water system, including trunk water mains, and fire hydrants, to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 4. Installation of sanitary sewer and storm sewer systems, and construction of streets in accordance with the requirements of the Design Criteria and Standard Specifications of the City of Shakopee. 5. The developer shall be responsible for payment of Trunk Storm Water Charges, Trunk Sanitary Sewer Charges, and other fees as required by the City's adopted Fee Schedule and as approved by the City Engineer. D. Prior to construction of the public improvements, the Shakopee Public Utility Commission and the City Engineer must approve the Final Construction Plans and Specifications. IV. Following approval and recording of the final plat, the following conditions shall apply: A. Building construction, sewer, water service, fire protection and access will be reviewed for code compliance at the time of building permit application(s). THEREFORE, BE IT FURTHER RESOLVED, that approval of the preliminary plat of GREENFIELD does not constitute a representation or guarantee by the City of Shakopee as to the amount, sufficiency or level of water service that will be available to lots within the plat as they are developed. Adopted in session of the City Council of the City of Shakopee, Minnesota, held the day of 1 2001. Mayor of the City of Shakopee ATTEST: Drawini:1: \Tolefson \Shakl20 \dwg Preshts \PP- Plat.dwg - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - ' Layout Pre Plat \� Dote: N�v a 0 145 29,2001,6: 3san�r' w _ PHASE I PHA 18ss.77 I's II X -Ref Dwg: ShakExcd.dwg ° r 1 r n r - 1 � p w \ X -Ref Dwg:ShakBase.dwg \ SMRRT I I I v \ \ !, \ �� >. �i / •i RpO CA _ _ - - -- - �+ 1 I \ gR `� \ �'' �, \ i /./ 0. -_- r - 107.6__ o `° .J05.D_- `- �_ _UXLx- __ ° tv N \ v d' ° o \a Al' �1?9- rill - 1 r 1 r , `7= r - 1 r 1 r" - 7 527.2 IF I f g Ft �\ \ \ °' ay% /S�. . `� 1 1 1 m I I 1 1 I p � I I I 11 N 1 1 \\ \ / �.1`L \ I I E I a 11 s o I N I I I a l l 11 �/ � \ I I w 1 v s 1 Iw 1 I Iw i ''I O S I I iv , I L \\ d •p 1 I o 1 I 1 p IV o 1 to I I t I �' r I � $ I p r X I g o �� '� W \\ J--__1 _� o I 11 1 I I } I I I I // o \ STREET S . X20 . 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PREPARED BY: REVISIONS (n SHEET CERTIFICATION: I hereby certify that this plan was ro prepared by me or under my direct REMARKS DATE BY c PRELIMINARY PLAT supervision and that I am a duly ,� } per revised layout 10 -03-01 gbh Registered Land Surveyor under the Minor plot adjustments 11 -28-01 g bh r I PREPARED FOR: laws of the State of Minnesota. _. , '" TOLLEFSON DEVELOPMENT, INC PLANNING ENGINEERING SURVEYING p Z o 900 West 128th Street 2005 Pin Oak Drive O v Suite 107 Eagan, MN 55122 m Burnsville, Minnesota 55337 Phone: (651) 405 -6600 Phone: (952) 890 -9431 Fax: (651) 405 -6606 J L No 14376 E Dr g: l: \Tolefson \Shaki20\d g \Preshts \PP- Util.dwg LaO t: Prelim. 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Q Z 4, NZ W Z ccc a °o 0 0. 0. • N ° o PROPOSED BLACK HILLS SPRUCE a �-� �c a o _ z CONIFEROUS TREE COLORADO GREEN SPRUCE 6 TO 8 TOTAL OF B.B. 0 c B Q< 0 < 0 3 a GREENSPIRE LINDEN IN HEIGHT 310 TREES B.B. tr a to >0 s.C C. Q �' BO a 0 0 {p 3 3* f a- 0 -NOTE: A 0 3 r-Q c 0 B.B DENOTES "BAILED AND BURLAPPED" SPECIMEN. 0. 5 c CD ' c 0 a C.G. DENOTES "CONTAINER GROWN" SPECIMEN. 3 v -• 3 c. a - 0 c o �° REVISIONS SHEET TITLE: PREPARED BY di CERTIFICATION: I hereby certify that this plan was GRL �+NFI�'LD prepared by me or under my direct REMARKS DATE BY supervision and that I am a duly Ad} per revised layout 10 -03-01 gbh 0 PRELIMINARY LANDSCAPE PLAN Registered Professional Eng ineer under Ad} per revised layout 10 -10-01 tpk O A ° C) - the Laws of the -State of Minnesot . v I PREPARED FOR: Minor Adjus tments 11 -28 -01 gbh TOLLEF- SON DEVELOPMENT, INC .- PLANNING ENGINEERING SURVEYING oZ v- i4 V- 9 -+ c 900 West 128th Street 2005 Pin Oak Drive M ° Suite 107 Eagan, MN 55122. Burnsville, Minnesota 55337 Phone: (651) 405 -6600 Randall C. Hedlund, Minn. No. 19576 2 Phone: (952) 890 -9431 Fax: (651) 405 -6606 To: Mayor and City Council Mark McNeill, City Administrator From: Mark McQuillan, Natural Resource Director Subject: PRAB Recommendation Regarding Land Purchase on O'Dowd lake Date: November 28, 2001 INTRODUCTION At the November 7, 2001 City Council Meeting, Council asked the Parks and Recreation Advisory Board to recommend a fair monetary offer for the 43 acres of land owned by Mr. John Phillips. O'DOWD LAKE PARK RECOMMENDATION The Parks and Recreation Advisory Board (DRAB) met on November 27, 2001 to discuss Council's request. After a considerable discussion, the PRAB unanimously recommended " to discontinue the pursuit of the Phillips property as the sole piece of property being considered and to direct staff to explore other parcels that could meet the City's Comp Plan criteria for a community park in that area or elsewhere in Shakopee. " The Board believes the Phillips property could potentially serve as a community park, but had too many concerns that could preclude the City from making full use of the land. For example: ■ Access into the park is limited through existing and future residential neighborhoods; ■ A good portion of the 43 acres would require extensive landscaping (grading); ■ The price tag is a little high for the amount usable land and ■ Aquatic activity on lakeshore is questionable. The PRAB would like the City to look at other land options within the City and possibility partner with Louisville Township in a joint acquisition. ACTION REQUESTED If the City Council concurs with the Parks and Recreation Advisory Board's recommendation, it should, by motion, release Councilor Link from further negotiations for the John Phillips property and direct staff to explore other land options that meet the City's Comprehensive Park Plan for a community park in that area o elsewhere in Shakopee., Mark J. McQuillan Natural Resource Director r CITY OF SHAKOPEE Memorandum 1 l l TO: Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director SUBJECT: Request of ISD 720 to amend the Final Plat Approval for SOUTHBRIDGE CROSSINGS FIRST ADDITION as it Relates to Park Dedication for Lot 2, Block 1, SOUTHBRIDGE CROSSINGS FIRST ADDITION E G DATE: December 4, 2001 Introduction: ISD 720 has requested that the City amend the approval for SOUTHBRIDGE CROSSINGS FIRST ADDITION to give the District credit for recreational improvements that it will be making of the elementary school site. The area plat for this subdivision indicates that the total area of the school site is about 14.62 acres. Based on the current park dedication rate, the cash park dedication that would thus be due would be about $56,726. In the attached letter the District has detailed improvements to made that exceed that amount, and thus are asking that they be given credit for the full amount of cash dedication. (See attached letter) The City Ordinance allows for such credit for private developments when "private open spaces for park and recreation purposes is provided in a proposed subdivision, such areas may be used for credit, at the discretion of the City Council..... provided the City Council finds it in the public's interest." In this case, this is not private property. However, public school facilities provide park and recreation opportunities and therefore, should be given the same consideration. The City Attorney indicated there is no need for a performance bond to insure that the School District follows through with their plans to provide outdoor recreation facilities. State statute exempts governmental entities from posting bonds, though he was not sure it applies to performance bonds. However, he did say "the policy behind the statute, i.e governmental entities are fiscally solvent and therefore should not need to post bonds, would apply here." Staff is comfortable in working with the school district and sees no reason to doubt the district's ability to perform appropriately. Alternatives: Approve ISD 720' request and approve an amendment to the Final Plat of SOUTHBRIDGE CROSSINGS FIRST ADDITION, approval resolution no. 5623: 2. Do not approve the requested amendment to the Final Plat of SOUTHBRIDGE CROSSINGS FIRST ADDITION 6h Addition. 3. Table a decision in order to allow time for the applicant and/or staff to submit additional information or make any necessary revisions. Staff Recommendation: Staff recommends Alternative No. 1, approval of the final plat, subject to the conditions listed above. Action Requested: Offer a motion to approve Resolution No. 5623 and move its adoption. R. Michael Leek Community Development Director gAcc\2001 \cc 112801\ fpsouthbridgecross 1 st. doc 2 S F19-1 z Q 4 4 7.�) 1 S i November 8, 2001 City of Shakopee, Shakopee School Board Anne Tuttle, Chair Todd Anderson, Vice Chair Steve Schneider, Clerk Mary Romansky, Treasurer Kathy Busch, Director Jessica Geis, Director Andrew Unseth, Director Superintendent: Jon McBroom Director of Business Services: Robert N. Martin Human Resources Manager: Shaleen Roth The School District requests that the City accept improvements made to the South Bridge school site in lieu of the land and park `fee charged. I understand that this has been acceptable in past projects. Following is a list of some of the improvements and value that will be made to the site that enhances its use as a park and recreation area. This facility will become part of the cooperative recreation effort of the City and School District agreement, and will benefit the whole area. Earth Work $10,000 Hard and Soft Play areas $15,000 Irrigation $ 5,000 Ball Field Backstops . $10,800 Seeding, sodding and Trees $25,000 Playground Equipment $50,000+ The total of these improvements significantly exceeds the $56,000 required fee. We appreciate the consideration of this request. Please inform us of any further information needed. Respectfully, Jon McBroom 505 South Holmes ® Shakopee, MN 55379 (952)496 -5000 ® fax: (952)445 -8446 TTY: (952)496 -5029 ALL SCHOOLS ACCREDITED BY THE NORTH CENTRAL ASSOCIATION AN EQUAL OPPORTUNITY EMPLOYER • RESOLIJITIOTI OFT1 logo APPROVAL OF THE FINAL PLAT OF SOUTHBRIDGE CROSSINGS FIRST ADDITION WHEREAS, Shakopee Crossings Limited Partnership, applicant and property owner, filed an application dated and received May 10, 2001 for final plat approval; and WHEREAS, the property upon which the request is being made is legally described as found on attached Exhibit A; and WHEREAS, all notices of the public hearing for the Preliminary Plat of Shakopee Crossings lst Addition were duly sent and posted and all persons appearing at the hearing have been given an opportunity to be heard thereon; and WHEREAS, the Shakopee Planning Commission recommended approval of the preliminary plat, and the City Council approved same on April 17, 2001; and WHEREAS, the City Council reviewed the final plat at its meeting of June 19, 2001, and approved Resolution No. 5547 approving the final plat; and WHEREAS, Independent School District (ISD) 720 has requested that the City Council credit recreational improvements to be made to its elementary school site against park dedication fees due for Lot 2, Block 1, SOUTHBRIDGE CROSSINGS FIRST ADDITION. 1 THEREFORE, 1 1 BY THE 1 OF THE CITY OF : 1' MINNESOTA, follows: That the approval of the Final Plat of SOUTHBRIDGE CROSSINGS FIRST ADDITION is hereby amended subject to the following revised conditions: I. The following procedural actions must be completed prior to the recording of the final plat: A. Approval of title by the City Attorney. B. Execution of a Developers Agreement with provisions for Plan A and Plan B improvements, as well as payment of engineering review fees, and any other fees as required by the City's adopted fee schedule. C. As part of the Plan A improvements, "No Parking" signs shall be installed along "A" Street and "C" Street, per the sign type and spacing requirements determined by the City Engineer. 1. Street lighting to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 2. Electrical system to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 3. Water system to be installed in accordance with the requirements of the Shakopee Public Utilities Commission. 4. Installation of sanitary sewer and storm sewer systems, and construction of streets in accordance with the requirements of the Design Criteria and Standard Specifications of the City of Shakopee. 5. The developer shall be responsible for payment of Trunk Storm Water Charges for the residential portion of the plat, Trunk Sanitary Sewer Charges, security for the public improvements, engineering review fees, and other fees as required by the City's adopted Fee Schedule for the entire plat. 6. No public improvements shall be constructed until the City Engineer and the Shakopee Public Utility Commission approve the Final Construction Plans and Specifications. H. Following approval of the preliminary plat, the following conditions shall apply; A. Prior to development work commencing the developer shall submit drainage calculations including existing and proposed conditions, and summarizing the change in drainage to CSAH 18 and future CSAH 21. B. Subsequent revisions of the preliminary plat or final plat of a portion of the project area will require evaluation of the adequacy, and possible revision of, the Traffic Impact Report filed with the preliminary plat application. C. The temporary signalization of the intersection of CSAH 18 and Southbridge Parkway shall be installed and functioning by September 1, 2001. IV. Following approval and recording of the final plat, the following conditions shall apply; A. No temporary or permanent certificate of occupancy shall be issued for any structure within the plat unless and until the intersection improvements and temporary signalization are installed and functioning. B. Building construction, sewer, water service, fire protection and access will be reviewed for code compliance at the time of building permit application(s). C. No berming, ponding, signage, or landscaping shall be located in the Scott County right -of -way. D. Any work within the Scott County right -of -way will require a utility permit from the County. E. Best Management Practices shall be used during the construction of this project to insure against water and wind erosion. F. Utilities shall be constructed with seepage collars to prevent improper draining of groundwater from the area. A. Park Dedication fees shall apply to this plat consistent with the fees outlined in the City's adopted fee schedule in place at the time of building permit issuance exce t that recreational improvements made by ISD 720 to Lot 2, Block 1, SOUTHBRIDGE CROSSINGS FIRST ADDITION shall serve as a credit against any and all park dedication fees otherwise due for that lot. B. If any private streets are allowed, the streets shall be designed and constructed per the City's requirements for public streets. C. Receipt of approval of the right -in access from CSAH 18 from Scott County; in the event that such approval is not given, the applicant understands that the entire 2 plat may need to be revised and reviewed to address any traffic issues that result from denial of the access, and that the traffic impact report would be revised. D. A MnDOT drainage permit will be required for this development. E. Outlet structures should be equipped with skimmers to prevent floatables from entering the City's storm sewer system. THEREFORE, BE IT FURTHER RESOLVED, that approval of the final plat of SOUTBBRIDGE CROSSINGS IST ADDITION does not constitute a representation or guarantee by the City of Shakopee as to the amount, sufficiency or level of water service that will be available to lots within the plat as they are developed. Adopted in session of the City Council of the City of Shakopee, Minnesota, held the day of 9 2001. Mayor of the City of Shakopee City Clerk E R 0 Zoning Boundary Parcel Boundary M. ' / �------- / / / \ R 0 Zoning Boundary Parcel Boundary M. ' / �------- / / / CITY OF SHAKOPEE Memorandum CASE NO.: 01138 CONSENT T: Mayor and City Council Mark McNeill, City Adminsitrator FROM: Mark Noble, Planner I SUBJECT: Set Public Hearing for Vacation of Easement at 724 Shumway Street STING DATE: December 4, 2001 INTRODUCTION The Rose M. Sche$ler Estate has submitted an application for vacation of a blanket drainage and utility easement located within Lot 1, Block 1, Doyle's and Pieper's Addition. The attached Resolution No. 5621 sets a public hearing date to consider the vacation of this easement. DISCUSSION The attached resolution sets a public hearing for January 2, 2002. On that date, comments from staff members and utilities, as well as a recommendation from the Planning Commission, will be presented to the City Council for consideration. The Planning Commission will consider the request at its December 6, 2001 meeting. ACTION REQUESTED Offer Resolution No. 5 62 1, a resolution setting the public hearing date to consider the vacation of an easement at 724 Shumway Street. ark No le Planner ,. \cc\2001 \ 1204 \vacsetphscheffler. doc ■: STREET VACATION OF AN EASEM[ENT AT 724 ■ WHEREAS, it has been made to appear to the Shakopee City Council that a blanket easement at 724 Shumway Street, City of Shakopee, County of Scott, State of Minnesota, serves no public use or interest; and WHEREAS, a public hearing must be held before an action to vacate can be taken and two weeks published and posted notice thereof must be given. WHEREAS, two weeks published notice will be given in the SHAKOPEE VALLEY NEWS and posted notice will be given by posting such notice on the bulletin board on the main floor of the Scott County Courthouse, the bulletin board at the U.S. Post Office, the bulletin board at the Shakopee Public Library, and the bulletin board in the Shakopee City Hall. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, that a hearing be held in the Council Chambers on the 2nd day of January, 2002, at 7:00 P.M. or thereafter, on the matter of vacating a blanket easement at 724 Shumway Street, City of Shakopee, County of Scott, State of Minnesota. Adopted in session of the City Council of the City of Shakopee, Minnesota, held the day of 1 2001. Jon P. Brekke, Mayor of the City of Shakopee ATTEST: Judith S. Cox, City Clerk The Estate of Rose M. Sche$1er sold the home on 724 Shumway in Shakopee, Minnesota, to Charles and Traci Lytle. Rose M. Sche$ler was a longtime resident of Shakopee and she resided at the 724 Shumway address for over 30 years. The Estate closed on the sale on September 25, 2001, at Scott County Abstract and Title Inc., in Shakopee. Scott County Abstract, in its title work for the transactions raised a title objection because of a 1933 blanket easement for an electric transmission line that was granted to the City of Shakopee. A copy of the easement is attached to this application. Scott County Title requires that the easement be released or confined. In order to close the sale, the Estate agreed to escrow $1,000.00, and then after the closing pursue the confinement or release of the electric easement. The Estate through its attorney contracted Mr. Joe Adams at Shakopee Public Utilities, and he is investigating the parcel to see if, in fact, there is a electric transmission line on this parcel. _ .art /no CEO Do -- - � -- -� bm �� ; _ate ..-�,�''�- .l • ��, �-), ���� � - ���.. q - (.Z � �lL /u.!/JL91.vYI� • ���' �a/L�� !�o-.� t :::.�u� �fjela� O- /� rf�.�L /. rL 2G i'L9J� CCU- <<i,H�• ifTlr� ,, tt �= (4 Y I tVi � fLdZl�i.� t?i1G� Z.iuv/i"- G' /��� l�L� - �� ' cL t� � - / - rsIff.3_ Mem CASE LOG NO.: 01 -101 TO: Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director Julie Klima, Planner 11 SUBJECT: Text Amendment to Revise Sign Ordinance ME ETING DATE: December 4, 2001 1 '1 At Council's direction at its meeting of November 20, 2001 this item is being brought back for consideration. Staff has made revisions to Subd. 2, h. that would allow signs by civic groups or for events like the "Parade of Homes" in the right -of -way. The additional amendments specifically exempt civic groups from obtaining a sign permit, and provides a 7 -day window for the removal of permitted signs. It is the intent to replace the entire existing signage section of the Zoning Ordinance (Section 11.70) with the revised language. The Planning Commission has reviewed the draft on several occasions and has provided comments that have been incorporated into the draft amendment. 1. Approve Ordinance No. 613, approving the revised sign ordinance as presented. 2. Approve Ordinance No. 613, approving the revised sign ordinance with revisions. 3. Do not approve the proposed amendment. 4_ Table the matter for additional information. (� I 1 1 i 1 1 11 1• /` The Planning Commission reviewed the proposed amendment at its August 9, September 6, and September 20th meetings. The Commission has unanimously recommended approval of the proposed amendment as presented. / 1 1 Offer and pass a motion to approve Ordinance Number 613, amending City Code Sec. 11.70, as presented. R. Michael Leek Community Development Director 1 I mom 1 1 L • - 1*3UMM MAIJa 1 1; Section 1 - That City Code Chapter 11, Zoning Regulations, Section 11.70, Signs, is hereby amended by replacing it in its entirety with the following: SEC. 11.70 SIGNS. Subd. 1. Purpose. The purpose of this section is to protect and promote the general health, safety, and welfare of the City through the establishment of a comprehensive series of standards, regulations, and procedures governing the erection, use, and display of signs. The provisions of this section are intended to encourage creativity, a reasonable degree of freedom of choice, and opportunity for effective communication, and a sense of concern for the visual amenities on the part of those designing, displaying, or otherwise utilizing signs, while assuring that the public is not endangered, annoyed, or distracted by the unsafe, disorderly, indiscriminate, or unnecessary use of signs. Subd. 2. Prohibited Signs. The following types of signs are prohibited in all districts, unless expressly permitted by other sections of this ordinance: a) roof signs including signs mounted on a roof surface or projecting above the roof line of a structure if either attached to the structure or cantilevered over the structure; b) revolving and moving signs; c) message boards that provide any flashing, blinking, revolving or moving messages or graphics, d) portable signs including but not limited to sandwich boards and signage trailers; e) projecting signs. Wall signs shall be mounted parallel to the building and shall not project more than 18 inches from the face of the building, f) painted wall signs including signs painted on the face of a structure. Works of art which are not commercial messages are exempt; g) signs attached to utility poles, trees, rocks, and other similar natural surfaces; h) signs within public right -of -way except for the following; a. street warning. directional and other official non - commercial signs erected by a governmental a eg ncy; b. p ublic announcement signs for city -wide or free community events spons b civic ivic g Such signs shall not require implication for or issuance of a sign permit. and shall be removed within seven (7) days of the event, c. directional real estate signs for community-wide annual events such as the "Parade of Ho mes " Such signs shall be removed within seven (7) days of t he event. d. other specified temporary signs; and e. signs specified in the central business (133) zone; i) signs which are designed to resemble official traffic signs except signs which are used to control traffic on private property; j) abandoned signs which identify, advertise, or provide direction to a use, business, industry, or service which has ceased existence or moved from the premises, shall be removed within sixty days of the cessation or relocation of such use, business, industry or service; i) illuminated signs which exhibit any of the following: 1) external illumination that is determined to interfere with safe traffic operations; 2) the sign is directly oriented to any residential district; 3) signs containing neon lighting. m) signs that obstruct the vision of pedestrians, cyclists, or motorists traveling on or entering public streets; n) exterior signs that obstruct any window, door, fire escape, stairway or opening intended to provide light, air, ingress or egress for any structure, o) offensive signs containing any indecent or obscene material; p) advertising signs. Advertising signs which exist on the effective date of this Section shall be considered legal, nonconforming, and subject to City Code Section 11.90. Nonconformities; q) signs resembling official signs or containing emblems or names resembling official emblems or names, are prohibited unless authorized by a government body; r) any sign not expressly permitted by the provision in this section. Subd 3 Ideological and Non - commercial Signs. Any sign allowed under this section may contain ideological or non - commercial copy in lieu of any other copy. An ideological or non- commercial sign is a sign which does not name or advertise a product, service, or business, but only expresses a viewpoint, opinion, idea or non - commercial message, such as a public service message or a message relating to politics, religion or charity. Subd. 4. Location of Sign. a) Free standing signs may advertise only a business, commodity, or service which is located or performed on the lot or parcel of land where the sign is situated. b) Window signs shall not exceed 25% of the window area or exceed 32 square feet, whichever, is less, except as allowed in the Central Business (B3) zone. c) Awnings, canopies and marquees are structures attached to and projecting over the entrance to a building, and made of cloth, metal, or other weather resistant material. They shall be considered an integral part of the structure to which they are attached. One sign is permitted on each side and front of an awning, canopy or marquee. An awning, canopy or marquee shall not be considered part of the wall area for purposes of calculating permissible sign area. Limitations on the size of signs on awnings, canopies and marquees apply regardless of the number of tenants located within the building. Subd. 5. Temporary Sims Temporary signs are prohibited in all zones, except as follows: a) Temporary banners and pennants employed for grand opening of business establishments or special events shall be permitted upon issuance of a temporary sign permit. A special event is an occurrence having a particular purpose which does not occur on a regular basis. Temporary banners and pennants shall comply with the following: i) Aggregate time of display shall not exceed 30 days per calendar year. 4 ii) Sign shall be affixed to a principal structure which is owned or leased by the business which the sign is advertising. iii) Total sign area shall not exceed 32 square feet. iv) Only one temporary sign permit shall be issued at a time. b) One temporary unilluminated identification sign identifying the name of the project, architect, engineer, contractor and/or financing agency may be installed at a construction site in any zone for the period of construction only. Such sign(s) shall not exceed 32 square feet in area and shall be removed within 7 days following the issuance of a certificate of occupancy. A temporary sign permit is not required. c) Temporary unilluminated real estate signs may be placed in any zone subject to the following criteria: i) Shall be limited to 8 square feet in residential zones, except that a real estate sign advertising an entire residential subdivision shall not exceed 32 square feet. ii) Real estate signs in all non - residential zones shall be limited to 32 square feet in size. Ili) Real estate signs shall be removed within 7days following the closing of the sale or lease transaction. iv) One sign shall be allowed per street frontage. v) Real estate signs greater than 8 square feet shall be removed within 7 days of the sale or lease or within 1 year whichever occurs first. vi) Temporary sign permit is not required. Subd. 6. General Regulations. The following regulations shall be permitted in all districts. a) Political campaign signs: temporary political campaign signs are permitted according to the following: i) Display period from 30 days before to 10 days after an election day. Additionally, signs may remain on display between primary general elections; ii) Consent of property owner is required; iii) 8 square feet maximum within a residential district; iv) 32 square feet maximum within a non - residential district; v) shall not be placed within a public right -of -way; vi) shall not be placed on any publicly owned property; vii) shall be placed at least 30 feet from any street corner and should not in any way obstruct the view of traffic; viii) sign permits and/or fees are not required. b) Directional signs: permanent directional signs are permitted according to the following: i) One directional sign per separately owned tract of land; ii) Shall bear no advertising; iii) 8 square feet maximum; iv) 3 foot maximum height; v) major commercial recreation facilities and business complexes shall be allowed on directions sign for each driveway intersecting with a public or private street or shared access area, vi) off -site signage shall not be allowed. c) Residential security system signs: all signs identifying the presence of a residential security system are permitted not to exceed one square foot. One sign is permitted per driveway connection to a public right -of -way or where one private driveway converges into another. d) Governmental signs: permanent governmental signs for control of traffic and other regulatory/notification purposes and street signs are exempt from the provision of this section. e) Public Information signs: public information signs shall be counted as part of the allowable signage provided within the various zones. f) Noncommercial opinion signs: on- premise non commercial opinion signs are permitted as follows: i) In residential zones, each dwelling unit is permitted an additional sign which is no larger than 6 square feet and no higher than 6 feet tall. In medium density and multiple family districts, the sign must be attached to the dwelling unit or placed in another location which clearly does not appear to represent the opinions of other residents in the are who have not agreed to the sign. No permit fee is required for a sign authorized under this paragraph. ii) In all districts, any sign authorized in this chapter is allowed to contain noncommercial copy in lieu of any other copy. For new signs posted with a noncommercial message, the sign fee is waived until such time as the sign is converted to contain a commercial message. g) PUD overlay zoning districts: signage within PUD overlay districts shall comply with the requirements of the underlying district, unless specified otherwise in the PUD approval. h) Address signs: identification numbers are required in all zoning districts and should be clearly visible from the street. Address signs do not reduce permitted sign area. i) Signage within the Planned Residential District (PRD) zone shall be allowed consistent with the regulations of the underlying use. Subd. 7. Residential Zone Regulations The following signs shall be permitted in the residential zones: a) Nameplate signs are permitted for single family or two family dwellings, not to exceed 2 square feet. b) Area identification signs shall be permitted subject to the following: i) One monument style sign; ii) Shall not exceed 24 square feet copy and graphic area; iii) 6 foot maximum height; iv) Shall be located at a primary entrance to the project area; v) City shall not be responsible for maintenance of sign. c) Freestanding pylon signs are prohibited. d) Governmental, institutional, and recreational signs. i) A place of worship, public building, institution, or public recreation facility shall be allowed the following: (1) One sign or message board per entrance up to a maximum of 4 per structure; (2) Shall not exceed 30 square feet in area, (3) Shall be setback at least 10 feet from any right -of -way line; (4) 8 foot maximum height; (5) may be single or double faced; (6) If the entity has multiple facilities that provide public activities, wall or free standing signage shall be allowed subject to the following: (a) Shall not exceed 100 square feet in area; (b) Shall be setback at least 10 feet from any right -of -way line; 6 (c) 8 foot height maximum; (d) May be single or double faced; (e) Shall be limited to one sign; (f) Shall be placed in a location with a minimum lot size of 10 acres; (g) Sign copy shall be limited to describing information and activities occurring on- site or at the entity's other facilities only, or copy as allowed under Section 11. 70, Subd. 3. (7) Commercial recreation signs. (a) One sign or message board per entrance up to a maximum of 4 per structure for a commercial recreation facility. (b) Shall not exceed 30 square feet in area; (c) Shall be setback at least 10 feet from any right -of -way line; (d) 8 foot maximum height; (e) may be single or double faced. Subd. 8. Commercial Sign Regulations. The following regulations shall apply to the Central Business, Community Commercial, and Neighborhood Commercial zones. a) Wall signs. i) On the Front of Building. (1) The front of the building shall be defined as the wall of the building with the main entrance. (2) One and one -fourth square feet of signage shall be allowed for every linear foot of the front building wall. (3) Maximum of 125 square feet of signage. (4) Business complexes shall be allowed 1 square foot per linear foot of building wall on which the sign is mounted up to a maximum of 100 square feet per tenant on a side of the building other than the front. ii) Not on the front of the building. (1) Signage shall be allowed on a building wall other than the front if the wall faxes a street or there is a public entrance on that side of the building. (2) One square foot of signage for each linear foot of building wall on which the sign is located. (3) Maximum of 100 square feet. (4) Business complexes shall be allowed 1 square foot per linear foot of building wall on which the sign is located up to a maximum of 100 square feet per tenant on a side of the building other than the front. b) Projecting Signs. A projecting sign is a sign, other than a wall sign, which projects from a building wall or structure more than 18 inches at any point. i) Shall be hung at right angles from a building face. ii) Shall not project out from the building face more than 36 inches. iii) Bottom of the sign shall allow for a minimum 8 feet of clearance. iv) The top of the sign shall not be higher than the lowest point of the roof or parapet of a one -story building. v) No face of the sign shall exceed 12 square feet. vi) Only one projecting sign is allowed per building face. vii) Sign must be constructed of wood. W c) Freestanding and Portable Signs. Freestanding and portable signs are prohibited except for sandwich board signs, subject to the following: i) Shall not exceed 12 square feet per sign face. ii) Must be placed on the sidewalk directly in front of the establishment during hours of operation only. iii) Must not interfere with pedestrian traffic. d) Nameplates. One nameplate sign per occupant, not to exceed 2 square feet shall be allowed. Multi- tenant buildings shall be allowed one sign not to exceed 12 square feet. No sign shall have more than 2 display surfaces. e) Area Identification Signs shall be permitted, subject to the following: i) One monument style sign; ii) Shall not exceed 50 square feet copy and graphic area; iii) 10 foot maximum height; iv) Shall be located at a primary entrance to the project area; v) City shall not be responsible for maintenance of sign. f) Public Information Signs are prohibited. g) Awnings shall comply with the following conditions: i) All portions of any awning sign shall be at least 8 feet above any sidewalk. ii) A valance attached to an awning may extend 12 inches below the roof of the awning at the point of attachment, but in no case shall any portion of a valance be less than 7 feet in height above a sidewalk. iii) Awnings may extend over public property not more than 7 feet from the face of a supporting building, but no portion shall extend nearer than 2 feet to the face of the nearest curb line measured horizontally, nor interfere with public placements in the right - of -way. iv) In no case shall the awning extend over public property more than 2/3 of the distance from the property line to the nearest curb in front of the building. v) Awning supports shall not extend down into public property. vi) Signs placed on awnings shall be counted as part of the total allowable signage allowed. h) Window Signs shall comply with the following conditions: i) Painting or applying letters on building windows shall be permitted. These letters shall be considered as part of the window signage. ii) Shall not occupy more than 50% of the available window area. iii) All other permanent signs located on or within building windows shall not occupy more than 10% of the available window area. iv) Total signage within any window shall not be greater than 50% of the available window area. v) Window signs shall be considered the same as wall signs and count toward the total square footage allowed under this section. i) Shared facades. For businesses sharing the same fagade, the same or a similar method of signing must be used for all parties desiring to place a sign on the fagade. J) Mural Signs may be permitted with a conditional use permit. k) Obscuring Architectural Features. No sign shall obscure the architectural features of the building to which the sign is attached. 1) Extensions. No sign shall extend beyond the ends of the wall to which it is attached. m) Historic Compatibility. All signs shall be compatible in style and materials with the structure on which they are located and with the architecture in the zone as a whole. n) Exterior Signs Limitations. No business shall be allowed more than 2 permanent exterior signs per building face, excluding nameplate signs and window signs indicating the operating hours of the business. The following regulations shall apply to the Highway Business and Major Recreation Zones a) Wall signs. i) On the Front of Building. a) The front of the building shall be defined as the wall of the building with the main entrance. b) Two square feet of signage shall be allowed for every linear foot of the front building wall. c) Maximum of 200 square feet of signage. d) Business complexes shall be allowed 2 square feet per linear foot of building wall on which the sign is mounted up to a maximum of 200 square feet per tenant on a side of the building other than the front. ii) Not on the front of the building. a) Signage shall be allowed on a building wall other than the front if the wall faces a street or there is a public entrance on that side of the building. b) One square foot of signage for each linear foot of building wall on which the sign is located. c) Maximum of 100 square feet. d) Business complexes shall be allowed 1 square foot per linear foot of building wall or up to a maximum of 300 square feet, whichever is less. b) Freestanding and business complex signs. Freestanding and business complex signs shall be permitted subject to the following: i) All freestanding signs shall be monument style. Properties adjacent to arterial roadways shall be allowed freestanding pole signs. ii) One square foot of signage shall be allowed per linear foot of street frontage. Iii) Maximum of 125 square feet (per side for double sided signs). iv) One sign shall be allowed per lot, except that business complexes shall be allowed on sign per street frontage. v) Maximum height of 20 feet from grade. vi) Minimum setback of 10 feet. vii) Gas stations shall be allowed an additional canopy sign not to exceed 100 square feet. viii) Shall be located a minimum of 75 feet any residential zoned property. c) Nameplates. One nameplate sign per occupant, not to exceed 2 square feet shall be allowed. Multi- tenant buildings shall be allowed one sign not to exceed 12 square feet. No sign shall have more than 2 display surfaces. d) Area identification signs shall be permitted, subject to the following: i) One monument style sign; ii) Shall not exceed 50 square feet copy and graphic area; iii) Shall be located at a primary entrance to the project area; iv) 10 foot maximum height; v) City shall not be responsible for maintenance of sign. e) Public Information Signs. One wall or monument style sign, subject to the above regulations, shall be permitted for each building. f) Governmental, institutional, and recreational signs. i) A place of worship, public building, institution, or public recreation facility shall be allowed the following: a) One sign or message board per entrance up to a maximum of 4 per structure; b) Shall not exceed 30 square feet in area; c) Shall be setback at least 10 from any right -of -way line; d) 8 foot maximum height; e) may be single or double faced. g) Major Commercial Recreation Signs. Major commercial recreation uses shall be allowed on freestanding sign per facility or street frontage up to 350 square feet and 30 feet in height from the existing grade when the following requirements are met: i) Signs less than 20 feet in height shall include a landscaped area at the base of the sign at least 10 feet in width at the narrowest point and extending at least 5 feet beyond the end of the sign. Signs greater than 20 feet in height shall increase the area to be landscaped by an additional 1 foot in both length and width for each 2 feet of height in excess of 20 feet; ii) The bottom of the message portion of the sign shall be not more than 10 feet above the top of the landscaping; iii) The pylons or support structure of the sign shall be screened with evergreen trees or shrubs; iv) Other durable plantings at least 2 feet in height shall be designed to occupy a minimum of 50% of the required landscape area; v) The landscaped area shall not encroach on the public right -of -way; vi) The sign and landscape area shall be maintained in a neat, clean, and orderly manner; vii) The facility shall have at least 2 feet of street frontage for each square foot of signage; viii) The sign shall not create a health or safety hazard. Subd. 9. Office and Industrial Sign Regulations. The following signs shall be permitted in business park, office business, and industrial zones. a) Wall Signs. i) On the Front of Building. (1) The front of the building shall be defined as the wall of the building with the main entrance. (2) Two square feet of signage shall be allowed for every linear foot of the front building wall. (3) Maximum of 200 square feet of signage. (4) Business complexes shall be allowed 2 square feet for each linear foot of the front building wall, with a maximum of 50 square feet per tenant on the front of the building. ii) Not on the front of the building. (1) Signage shall be allowed on building wall other than the front if the wall faces a street or there is a public entrance on that side of the building. 10 (2) One square foot of signage shall be allowed for every linear foot of the building wall on which the sign is located. (3) Maximum of 100 square feet of signage. (4) Business complexes shall be allowed one square foot per linear foot of building wall on which the sign is mounted, with a maximum of 50 square feet per tenant on a side of the building other than the front. b) Monument Signs. Monument signs shall be allowed subject to the following: i) One monument sign per street frontage. ii) One square foot of signage per linear foot of street frontage, not to exceed 125 square feet. iii) Maximum height of 12 feet. iv) Minimum setback of 10 feet. c) Nameplates. i) One nameplate per occupant, not to exceed 2 square feet. ii) One nameplate sign shall be allowed per multi- tenant building, not to exceed 12 square feet in area per surface. iii) No more than 2 display surfaces shall be allowed. d) Area identification signs shall be permitted subject to the following: i) One monument style sign; ii) Shall not exceed 50 square feet copy and graphic area; iii) 10 foot maximum height; iv) Shall be located at a primary entrance to the project area; v) City shall not be responsible for maintenance of sign. e) Public information signs. One wall or monument style sign, subject to the above regulations, shall be permitted for each building. e) Governmental, institutional, and recreational signs. i) A place of worship, public building, institution, or public recreation facility shall be allowed the following: (1) One sign or message board per entrance up to a maximum of 4 per structure; (2) Shall not exceed 30 square feet in area; (3) Shall be setback at least 10 feet from any right -of -way line; (4) 8 foot maximum height; (5) may be single or double faced;. Subd. 10. Administration and Enforcement. a) Sign Permit. Except as specifically exempted herein, it is unlawful for any person to maintain, install, erect, relocate, or modify any sign without first obtaining a permit. b) Application. Applications for sign permits shall be made in writing to the Zoning Administrator upon forms provided by the City. Each application for a sign permit shall set forth the following: i) Correct legal description of the tact of land upon which the sign present exists or is proposed to be located; ii) Location of sign on said parcel; iii) The manner of construction; iv) Dimensions of the sign; v) Materials used in the sign; vi) Complete description and sketch or photograph of the sign; 11 vii) Fee, as set forth in the adopted Fee Schedule in force. If construction or installation of the sign has not commenced within 120 days from the date of issuance of the permit, said permit shall become void. No fee shall be refunded. c) Abandoned signs and signs in disrepair. An abandoned sign or sign in disrepair is prohibited and shall be removed by the owner of the premises within 30 days after notification. If compliance with the provisions of this section are not achieved within 30 days, the city may remove the sign. If an abandoned sign remains in good condition and without holes or other evidence of disrepair or damage, the sign shall not be considered as abandoned for a period of one year. d) Signs on public property or within public right -of -way: The city may at any time and without notice impound signs which have been installed on public property or within public right -of -way or easement. The sign owner may retrieve the signs according to the following: i) A fee must be paid to the city consistent with the fees established in the City's Adopted Fee Schedule relative to the applicable staff persons hourly rate for time to impound said sign(s). For each subsequent impoundment in a calendar year, the specified fee shall be doubled. ii) The sign may be retrieved from a designated impound area during routine business hours and within 10 days from the date of impounding. After 10 days, the city will dispose of the sign; and iii) The city may not be held liable for any damage to impounded signs. e) Enforcement Procedures. The following actions may be taken when an illegal sign is erected. i) The property owner shall be notified via certified mail that the illegal signage shall be removed. ii) If the signage has not been removed within 10 days of receipt of notice, the violation shall be reported to the appropriate city department for prosecution. Subd. 11. Non - Conforming Signs. Signs, including their structures, which do not comply with the provisions of this section are non- conforming and shall be regulated as a non - conforming use. Section 2 - - Effective Date. This ordinance becomes effective from and after its passage and publication. Adopted in session of the City Council of the City of Shakopee, Minnesota, held the day of . 2001. Mayor of the City of Shakopee ATTEST: City Clerk 12 Published in the Shakopee Valley News on the day of 1 2001. 13 x'11 GENERAL: Prohibited Signs: Abandoned Signs "Faux" official signs Indecent or offensive signs Advertising Signs (i.e. off - premises) Revolving, flashing, blinking signs Signs in the right -of -way Other: Enforcement procedure not Spelled out SIZE AND HEIGHT: Residential Nameplate Signs (2, 6 and 12 square feet) Area Identification Signs (24 sq. ft.) Governmental, et. Al Message board, 50 sq. ft. Freestanding, 100 sq. ft Commercial Wall Signs 2 sq. ft./linear ft., 200 sq. ft. maximum (front) Business Complex 100 sq. ft. /tenant Office /Industrial Wall Signs Max. 150 sq. ft. front/ Max. 100 sq. ft. other sides Freestanding 150 sq. ft. /20 ft. height Abandoned Signs "Faux" Official Signs Indecent or offensive signs Advertising Signs Revolving, flashing, blinking Signs Signs in the right -of -way (except civic event, certain event signs) Specific enforcement procedure Nameplate Signs (2 sq. ft. for I- 2 -unit dwellings) Area Identification Signs (24 sq. ft., 6 ft. height) Governmental, et. Al Message Board, 30 sq. ft., 8 Ft. height Freestanding, 100 sq. ft., 8 ft. Height Wall Signs 1.25 sq. ft-/linear ft., 125 sq. ft. maximum (front) Business Complex Same Wall Signs Maximum 200 sq. ft. front/ Maximum 100 sq. ft. other Sides Freestanding 125 sq. ft./12 ft. height (monuments) CITY OF SHAKOPEE Memorandum T: Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director SUBJECT: Greenfield Single - Family Residential Environmental Assessment Worksheet (EAW) MEETING DATE: December 4, 2001 Introduction: The City Council is asked to make a negative declaration on the need for an environmental impact study (EIS) for the above -named project. Attached for the Council's consideration is Resolution No. 5624, setting forth findings of fact and making such a declaration. Also attached are copies of the comments received and the draft response to those comments. Discussion: A notice of the availability of the EAW for the project was published in the EQB Monitor and the local paper. The review and comment period, thus officially closed on November 28, 2001. Copies of the comment letters that were received, as well as the responses from the City have been attached as Exhibit A. The Minnesota Environmental Quality Board (EQB) guidelines for EAWs state that an EIS shall be ordered for a project that has the potential for significant environmental effects. In deciding whether a project has the potential for significant effects, the RGU compares the effects that are reasonably expected from the project with the following criteria: A. Type, extent and reversibility of environmental effects. B. Cumulative potential effects of related or anticipated future projects. C. The extent to which environmental effects are subject to mitigation by ongoing public regulatory authority. D. The extent to which environmental effects can be anticipated and controlled as a result of other environmental studies undertaken by public agencies or the public proposer or of EIS's previously prepared. The RGU must apply the criteria to the factual information contained in the EAW, the comments received on the EAW and the responses to the comments. After reviewing the four criteria, staff proposes the findings contained in the attached resolution. EAW greenfieldgreenf el d Alternatives: 1. Offer and approve Resolution No. 5624, A Resolution Making a Negative Declaration on the need for an Environmental Impact Statement for the Greenfield single - family residential project as presented. 2. Offer and approve Resolution No. 5624, A Resolution Making a Negative Declaration on the Need for an Environmental Impact Statement for the proposed Greenfield single - family residential project with revisions. 3. Make a positive declaration on the need for an EIS, and direct staff to prepare the appropriate resolution. 4. Table the decision on the need for an EIS. Recommendation: Staff recommends Alternative No. 1. Action Requested: Offer and approve Resolution No. 5624, A Resolution Making a Negative Declaration on the Need for an Environmental Impact Statement for the Greenfield single - family residential project. R. Michael Leek Community Development Director EAwgreenfieldgreenfield F 1 1 1 •' 1� / 1 1' � • 1 . �1 � I 1' WEEREAS, the Greenfield single - family residential project required the preparation of an Environmental Assessment Worksheet (EAW); and WHEREAS, the City of Shakopee is the Responsible Governmental Unit (RGU) for preparation of the EAW; and WHEREAS, the City of Shakopee has prepared an EAW for the proposed project which was published, distributed and commented on in accordance with Minnesota Statutes, Chapter 116D and 4410 of the Minnesota Rules; and WHEREAS, the City of Shakopee has reviewed all comments received regarding the EAW; and VYTEREAS, the City Council has made the following findings of fact and conclusions relative to the proposed project; 1 1 1 1 .. 1 • 1 • e A. Project Tollefson Development proposes the construction of a 304 -unit, single - family residential development on a 119 -acre site in the City of Shakopee, Minnesota. The site has been and currently is, in agricultural production. No wetlands are located within the site. The City proposes to extend sanitary sewer and watermain services, as well as 17 Ave. E. to serve this development B. Project Site The site is located west of County Road 83, north of Valley View Road, south of U.S. Highway 169, and east of Pheasant Run O Addition residential development. EAWgreenfieldgreenfield A. The project was subject to the mandatory preparation of a EAW under Minnesota R. 4410.43 00, subp. 14. B. An EAW was prepared on the proposed project and distributed to the Environmental Quality Board (EQB) mailing list and other interested parties. C. A press release containing the notice of availability of the EAW for public review was provided to media serving the project area. D. The EAW was noticed in the October 29, 2001 EQB Monitor. The public comment period ended on November 28, 2001. Comment letters were received from the Minnesota Historical Society, . Copies of the letters are hereby incorporated by reference. Responses to the comments are also incorporated by reference. III. CRITERIA FOR DETERM KING THE POTENTIAL FOR SIGNIFICANT ENVIRONMENTAL EFFECTS Minnesota R.4410.1700, subp. 1 states that "an EIS shall be ordered for projects that have the potential for significant environmental effects." In deciding whether a project has the potential for significant environmental effects, the City of Shakopee must consider the four factors set out in Minnesota R.4410.1700, subp. 7. With respect to each of these factors, the City finds as follows: A. TYPE, EXTENT, AND REVERSIBILITY OF ENVIRONMENTAL EFFECTS The first factor that the City of Shakopee must consider is "type, extent and reversibility of environmental effects," Minnesota R.4410.1700, subp. 7.A. The City of Shakopee findings with respect to each of these issues are set forth below. 1. The type of environmental impacts anticipated as part of this project include: a. an increased stormwater runoff volume and runoff pollutants b. increased water use c. increased wastewater discharge d. increased noise due to traffic within the area e. increased vehicle- related air emissions e. impacts due to the potential road connections to 17` Avenue EAWgreenfieldgreenfield 4 These impacts will be minimized and mitigated through the permitting and plan approval processes. 2. The extent and reversibility of environmental impacts are consistent with those of commercial development. B. CUMULATIVE POTENTIAL EFFECTS OF RELATED OR ANTICIPATED FUTURE PROJECTS The second factor that the City of Shakopee must consider is "the cumulative potential effects of related or anticipated future projects ", Minnesota R.4410.1700. supb. 7.B. The City's findings with respect to this factor are set forth below. 1. The use of Best Management Practices and the NPDES General stormwater Permit will be implemented and maintained throughout all phases of these projects to ensure the effects of erosion and sedimentation are mitigated. While this development alone has minimal impacts, the cumulative impact of regional development has potential impacts on stormwater volume and rate, groundwater recharge, water supply, and habitat loss. C. THE EXTENT TO WHICH ENVIRONMENTAL EFFECTS ARE SUBJECT TO MITIGATION BY ONGOING PUBLIC REGULATORY AUTHORITY 1. The following permits or approvals will be required for the project: Unit of Government Permit or Approval Required State: MPCA NPDES Permit; General Stormwater Permit MPCA Sanitary Sewer Permit MN Dept. of Health Water Extension System MN SHPO Historical and Archeological Clearance Local: EAWgreenfieldgreenfield 5 City of Shakopee City of Shakopee City of Shakopee Shakopee Public Utilities Commission Scott County WMO Preliminary and Final Plat Approval Building Permit Utilities Permit Plan Review Plan Review 2. The City of Shakopee finds that the potential environmental affects of the project are subject to mitigation by ongoing regulatory authorities such that an EIS need not be prepared. W. TBE EXTENT TO WFUCH ENVIRONMENTAL EFFECTS CAN BE ANTICIPATED • , CONTROLLED OF OTIHER ENVIRONMENTAL f STUDIES UNDERTAKEN BY PUBLIC AGENCIES • • TBE PROJECT PROPOSER, OR OF PREVIOUSLY PREPARED ON SIMILAR PROJECTS. The fourth factor that the City of Shakopee must consider is "the extent to which environmental effects can be anticipated and controlled as a result of other environmental studies undertaken by public agencies or the project proposer, or of EISs previously prepared on similar projects," Minnesota R.4700.1700, subp. 7.1). The City's findings with respect to this factor are set forth below: The environmental impacts of the proposed project have been addressed in the following plans prepared by the City: 1. City of Shakopee Comprehensive Plan 2. City of Shakopee Comprehensive Stormwater Management Plan 3. City of Shakopee Transportation Plan 4. Valley View Road Feasibility Study The City finds that the environmental effects of the project can be anticipated and controlled as a result of the environmental review, planning, and permitting processes. EAWgreenfieldgreenfield 6 1 1 The preparation of the EAW and comments received on the EAW have generated information adequate to determine whether the proposed development has the potential for significant environmental effects. The EAW has identified areas where the potential for significant environmental effects exist, but appropriate mitigative measures have or will be incorporated into the project design and permits to reasonably mitigate these impacts. The Greenfield single - family residential project is expected to comply with all the City of Shakopee standards and review agency standards. Based on the criteria established in Minnesota R.4410.1700, the project does not have the potential for significant environmental effects. Based on the Findings of Fact and Conclusions, the project does not have the potential for s ignificant environmental impacts. Therefore, an Environmental Impact Statement is not required. NOW, THEREFORE, E IT RESOLVED by the Shakopee City Council that there is no need for an Environmental Impact Statement and a negative declaration is hereby made on the Greenfield single - family residential project. EAWgreenfieldgreenfield Adopted in session of the City Council of the City of Shakopee, Minnesota held this day of 1 2001. Mayor of the City of Shakopee ATTEST: City Clerk Prepared by: The City of Shakopee 129 S. Holmes St. Shakopee, MN 55379 EAWgreenfieldgreenfield 8 Review Letters and Draft Responses EAWg eenfieldgreenfield MI` -NESOTx HISTORICAL SOCIETY STATE HISTORIC PRESERVATION OFFICE November 21, 2001 Mr. Michael Leek City of Shakopee 129 Holmes Street S. Shakopee, MN 55379 RE: EAW — Greenfield Residential Development Shakopee, Scott County SHPO Number: 2002 -0392 Dear Mr. Leek: IV �i Thank you for providing this office with a copy of the EAW for the above - referenced project. It has been reviewed pursuant to responsibilities given to the Minnesota Historical Society by the Minnesota Historic Sites Act and the Minnesota Field Archaeology Act and through the process outlined in Minnesota Rules 4410.1600. There are no properties listed on the National or State Registers of Historic Places, and no known or suspected archaeological properties in the area that will be affected by this project. Therefore, in our opinion, the "no" response to question 25a is appropriate. Please note that this comment letter does not address the requirements of Section 106 of the National Historic Preservation Act of 1966 and 36CFR800, Procedures of the Advisory Council on Historic Preservation for the protection of historic properties. If this project is considered for federal assistance, or requires a federal permit or license, it should be submitted to our office with reference to the assisting federal agency. Please contact Dennis Gimmestad at (651)296 -5462 if you have any questions regarding our review of this project. Sincerely, h d Britta L. Bloomberg Deputy State Historic Preservation Officer :; -15 KI_LLI)(;G Bi)ULEI. kRDNF.S "rr'SA AT P�UL. P HONE: 651= 396 -6126 it M e t ropolitan Counci Building communities that work November 26, 2001 Michael Leek, Community Development Director City of Shakopee 129 Holmes Street South Shakopee, MN 55379 RE: EAW — Greenfield Residential Development Metropolitan Council District 4 Referral File No. 18641 -1 Dear Mr. Leek: �r 7- Metropolitan Council staff reviewed the Environmental Assessment Worksheet (EAW) for the proposed development of 304 single - family homes on 119 acres north of Valley Creek Road. The area is within the Metropolitan Urban Service Area (MUSA) in the city's approved 1995 comprehensive plan. Valley Creek Road is the southern boundary of the MUSA. As such, the city is reminded that it cannot charge public utility assessments south of Valley Creek Road. The EAW did a very good of addressing stormwater peak and volume issues as well as erosion and sediment control. Staff find the Shakopee EAW for the Greenfield Residential Development complete and accurate as submitted. This concludes the Council's review. If you have any questions or need further information with respect to these matters, please contact Tom Caswell, principal reviewer, at 651- 602 -1319. a erely, Helen Boyer, Director Environmental Service cc: Phil Riveness, Metropolitan Council District 5 Keith Buttleman, Director MCES, Environmental Planning and Evaluation Department Eli Cooper, MCCD Director, Planning and Growth Management Department Cheryl Olsen, Referrals Coordinator Tom Caswell, Sector Representative, Scott/Carver County www.metraco���* : Y C'( } �i ^riU�D� .KL 1= I2}?,�L.LE TERS'2001 Letter:z lShaknpce F.:�W G;ecmlfieid Residential DeNc;:ormmt 1864i-1 {IO Info Line 602 -1888 230 East Fifth Street • St. Paul. Minnesota 55101 -1626 • (651) 602 -1000 • Fax 602 -1550 • TTY 291 -0904 — Equal Opportundy Employer MEMORANDUM FOR THE TABLE 15AA CITY OF SHAKOPEE Memorandum TO: Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director SUBJECT: Greenfield EAW — Additional Comment Letters ME ETING DATE: December 4, 2001 Introduction: Subsequent to Preparation of the report for the Council packet, staff received comment from the Minnesota Department of Natural Resources and Scott County Highway Department. Copies of these letters are attached for the Council's information. Neither letter indicates any issue that would warrant the preparation of an EIS, therefore the requested action by the Council remains to adopt the resolution contained in the packet making a negative declaration on the need for an EIS. Action Requested: See packet report for formal action requested. 0 x -z�� R. Michael Leek Community Development Director EAWgreer fieldsupp Minnesota Depart of Natural Reso 500 Lafayette Road St. Paul, Minnesota 55155 -40 /J November 27, 2001 Mr. Michael Leek Community Development Director 129 Holmes Street South Shakopee, MN 55379 7 _ 1 I ' n ' L� J _J01 By Greenfield Residential Development Environmental Assessment Worksheet (EAW) Dear Mr. Leek: The Department of Natural Resources (DNR) has reviewed the EAW for the proposed Greenfield Residential Development Project in the City of Shakopee in Scott County. This project involves the construction of a 304 -unit, single - family residential development on a 119 - acre site. We offer the following comments for your consideration. The site has been, and currently is, in agricultural production. There are no water - related land use management districts such as shoreland or floodplain districts associated with this project and there are also no DNR protected waters or wetlands concerns related to the project plans. The DNR finds that the information provided in the EAW appears to complete and accurate. We recommend you contact DNR Area Hydrologist Peter Leete (651- 772 -7916) to discuss potential construction dewatering requirements or needs which may be associated with project construction. Thank you for the opportunity to review this project and the EAW. The project does not require preparation of an Environmental Impact Statement (EIS) based on natural resource impacts or considerations. We look forward to receiving your record of decision and responses to comments at the conclusion of environmental review. Minnesota Rules part 4410.1700, subparts 4 and 5, require you to send us your Record of Decision within five days of deciding on this action. DNR Information: 651- 296 -6157 e 1- 888 - 646 -6367 • TTY: 651- 296 -5484 • 1- 800 - 657 -3929 An Equal Opportunity Employer Who Values Diversity ® Printed on Recycled Paper Containing a Minimum of 10% Post - Consumer Waste Mr. M. Leek November 27, 2001 Page 2 If you have questions about this letter, please contact Charlotte Cohn of my staff at (651) 296 -4790. Sincerely, -11-/ �< IK " ` �--- J � Thomas W. Balcom, Supervisor Environmental Policy and Review Section Office of Management and Budget Services c: Kathleen Wallace Steve Colvin Wayne Barstad Joe Oschwald Peter Leete Alan Olson Jon Larsen, EQB Dan P. Stinnett, USFWS Gary Wollschlager, Toffefson Development November 28, 2001 Mr. Michael Leek Community Development Director City of Shakopee 129 Holmes Street South Shakopee, MN 55379 Subject: Greenfield Development Environmental Assessment Worksheet Dear Michael: We have reviewed the Environmental Assessment Worksheet for Greenfield and offer the following comments. • We would like the opportunity to review any detailed design plans for the extension of 17th Avenue. We appreciate the opportunity to comment. Please contact me at (952) 496 -8329 if you have any questions. Please keep us updated on the status of this EAW. Sincerely, Craig Jenson Transportation Planner CITY OF SHAKOPEE Memorandum CASE NO.: NA C 0 HIS E N11 T TO: Mayor and City Council Mark McNeill, City Adminsitrator FROM: R. Michael Leek, Community Development Director SUBJECT: Update on Comprehensive Plan and MUSA MEETING DATE: December 4, 2001 Per Council's direction, the City's district representative, Phil Riveness, on the Metropolitan Council was contacted to extend an invitation to appear before the Council to discuss the length of time it has taken to review the City's Comprehensive Plan update. At this time, staff has not heard from Mr. Riveness, but will follow -up to see if Mr. Riveness can attend the December 18 meeting. At the time this memo was written staff had not heard from the City's sector representative regarding the review schedule, but may have a further update for the Council meeting. ACTION REQUESTED: No specific action is requested at this time. J R. Michael Leek Community Development Director g: \cc\2001 \1204 \compplan.doc 1'• 1 1' CI •, r CITY OF SHAKOPEE Memorandum TO: Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director SUBJECT: Supplement to Memorandum on Comprehensive Plan and MUSA Update MEETING DATE: December 4, 2001 Introduction: By letter dated November 30, 2001 (facsimile received the same date) city staff was informed that the City's Comprehensive Plan update has been deemed complete for Metropolitan Council review. A copy of the letter is attached for the City Council's information. The 60 -day review period ends on January 29, 2002. City staff has spoken with the City's Metropolitan Council representative, Phil Riveness. Mr. Riveness is planning on attending the December 4 th meeting, and staff has suggested that he might spend a few minutes updating the Council on the "Blueprint 2030" planning process and other Metropolitan Council developments that affect the City, the district, and the region. Action Requested: No specific action is requested by the City Council. R. Michael Leek Community Development Director compplansupp.doc l M ci Building communities that work November 30, 2001 R. Michael Leek Community Development Director City of Shakopee 129 Holmes Street South Shakopee, MN 55379 -1351 RE: City of Shakopee 1999 Comprehensive Plan Update Metropolitan Council District 5 Referral File No. 18162 -1 Dear Mr. Leek: BY The Metropolitan Council staff has reviewed the Shakopee 1999 Comprehensive Plan Update, which was received by the Council on December 30, 1999. Initially, staff found the plan incomplete in the areas of Individual Sewage Treatment System, Transportation, Aviation, Housing, Land Use and Implementation, Wastewater Services, Transportation, and Water Supply. Council review of the plan was suspended until the missing materials could be submitted and evaluated. Those materials were received on November 14, 2001 and evaluated. I am pleased to notify you that the plan now is considered complete for Council review. In accordance with state law, the Council has 60 days to complete its review of the plan. The 60 day review period ends on January 29, 2002. Within the next few weeks, the draft staff review report is expected to be completed. Shortly thereafter staff will forward a copy of the draft report to you for your review and comment before the report is mailed out to the Council. If you have any questions, please contact Tom Caswell, principal reviewer and Sector Representative at 651 -602- 1319. i �cerely, ` Phyllis Hanson, Manager Planning and Technical Assistance cc: Jon Brekke, Mayor, City of Shakopee Mark McNeil, City Administrator, City of Shakopee Phil Riveness, Metropolitan Council District 5 Tom Caswell, Metropolitan Council Sector Representative Cheryl Olsen, Referral Coordinator V:'LFBRAR'C COQ, I\- IlJ1DV REFERR, IL` LETTERS2001LFTTFRS- Shakope-- C.VU 181162- 1- 60DAY.DOC www.metrocouncil.org Metro Info Line 602 -1888 230 East Fifth Street e St. Paul. Minnesota 55101 -1626 • (651) 602 -1000 e Fax 602 -1550 • TTY 291 -0904 An Equal Opportunity Employer MM CITY OF SHAKOPEE Fire Department Memorandum IM SUBJECT: I 1 , I Honorable Mayor and City Council Mark McNeill, City Administrator Marvin Athmann, Fire Chief By Dan Hughes, Chief of Police Emergency Vehicle Preemption System November 29, 2001 CONSENT The Council is asked to consider approving Collins Electrical Systems, Inc., dba ColliSys, to perform the installation of the City's Emergency Vehicle Preemption System (EVPS). In November 2000, the Council authorized the purchase of equipment for the EVPS. The equipment has been delivered and is in storage. In January 2001, the Council authorized the appropriate city officials to enter into an agreement with WSB for the installation design of the EVPS and obtain quotes for the actual installation. The installation design has been completed by WSB, and in August of 2001 they submitted request for quotes to four different companies for the installation of the equipment. There was only one company that responded after numerous requests and that was the Electrical Installation & Maintenance Company from Maple Plain, Minnesota. That quote was $31,250. We requested quotes again, and on November 26 2001, three quotes were received. Bids were received by WSB Consulting and checked for mathematical accuracy. The low bid was Collins Electrical Systems, Inc., dba ColliSys, New Hope, MN in the amount of $21,240.000, subject to relief if solid rock is encountered on the directional boring work on Systems "C" and "D ". November 7, 2001 Emergency Vehicle Preemption System City staff contacted Charles Rickart, WSB project manager, and he advised that the proposed EVPS installation would not be adversely impacted with whatever Scott County recommends regarding County Road 17 design improvements. Staff recommends that Collins Electrical Systems, Inc., dba ColliSys, begin the installation for the five unequipped EVPS intersections listed here: CSAH 17 at 10 Avenue CSAH 17 at CSAH 16 CSAH 17 at 4 th Avenue CSAH 17 at CSAH 101 Fuller Street at CSAH 69 The Fire Department capital improvement fund has money budgeted for this expense. If the Council concurs, they should, by motion, authorize Collins Electrical Systems, Inc., dba ColliSys, to install the EVPS for the five listed intersections. Si ature — Dan Hughes, Police Chief Date November 7, 2001 2 Emergency Vehicle Preemption System 7635411700 -a HP LaserJet 3100; Page 2 WSB & RSSOCIRTES INC. 7635411700 P.02i07 s November 27, 2001 Sincerely, Mr. Dan Hughes Police Chief City of Shakopee l a 129 Holmes Street South r• j Shakopee, MN 55379 -1328 4150 Olspii- Re: 2001 EVP Systems :;:. City of Shakopee, MN MemorlaJ Flighway WSB Project No. 1281 -06 a:. Sulte 300 :,;_, I�;�I'aY4linneaeolFs� �r •. nm Dear Mr. Hugh Quotes were received for the above - referenced project on November 26, 2001. A total of three quotes were received. The quotes were checked for mathematical accuracy and tabulated. ]Please find enclosed the tabulation indicating the low bidder as Collins Electrical Systems, Inc., dba ColliSys, New Hope, Minnesota in the amount of $21,240.00. We recommend that the City Council consider these quotes and award a contract to s` ° Nlinn�sota t . 7 .541j .8481 763 541 T�d FAX F_1WPW7N\I281- 061rccmmdm Itr.doc Minneapolis St Cloud - Equal Opportunity Employer ColliSys based on the City's best interests. Sincerely, WSB & Associates, Inc. Charles T. Rickart, P.E. l a Project Manager r• j Enclosures 4150 Olspii- :;:. c: ColliSys MemorlaJ Flighway a:. Sulte 300 :,;_, I�;�I'aY4linneaeolFs� �r •. nm s` ° Nlinn�sota t . 7 .541j .8481 763 541 T�d FAX F_1WPW7N\I281- 061rccmmdm Itr.doc Minneapolis St Cloud - Equal Opportunity Employer Received: 11128/01 8:26; 7635411700 -> HP LaserJet 3100; Page 3 NOU -28 -2001 07:41 WSB & ASSOCIATES INC. 7635411708 P.03i07 2001 EVP SYSTEMS SHAKOPEE, MN WSB PROJECT NO. 1281-06 Quotes Received: November 26, 2001 Contractor Bid Security Total Bid 1 COLLISYS 2 RIDGEDALE ELEC INC 3 ELEC INSTLN & MTNCE NA $21,240.00 NA $27,600.00 NA $31,250.00 Engineer's Estimate $25,000.00 I hereby certify that this is a true and correct tabulation of the quotes as received on November 26, 2001 T. Rickart, P.E. `* Denotes corrected figure F_1WPWIN1 1281- WEXCEUbidtabrevised0d Summary 9, 0 A r (A co N m m m m m m v b C C C C C J � p S 8 $ o o S C o 0 o 0 0 0 0 0 g o 0 0 0 N LA W W W W W O 0 0 ° ° g Q o o o S o S O O O S S 4A ' R to7 N Z1 p [T O O �D tD W V S O O O p N -4 T N w S c o 0 o g 0 0 0 c rn I rn w O O p p S S o ° 0 0 F m ) C , o ° o O ° a p S Qv ° 0 0 y o o p O A 07 O &9 W (li O U N N O O O U b1 g $ 0 0 0 m ) O En O -+ O p O O O O O O c7 O O O LOIVO *d 002,TTVS29L 'ONI S31UIDOSSU '8 HSM t abed `00 LE Oar- JOSa dH <- OOL L LtSE9G o � m A o = o CD o O < m i n z o � N 6 QI \J A m � m y � 0 0 Z z 0 �, Z � r W X v 4a Q � N m � d o v m m 1 1 TV :LO TooE- SZ -nON =9Z =8 LO /8Z /LL = PanzaOaa to n� O O p Z O m n O m oM o 5 N im 0 m p� o v ° o ° m X W X v 4a Q � N m � d o v m m 1 1 TV :LO TooE- SZ -nON =9Z =8 LO /8Z /LL = PanzaOaa Received= 11/28/01 8:27; 7635411700 -> HP LaserJet 3100; Page 5 NOV -28 -2001 07 :41 WS8 & ASSOCIATES INC. 7635411700 P.05i07 2qa� EVP sYSrF;Ms SN4KOPEF- WNNESOTA wS a mzojli No. IUJAG pR��fTt]LAL M OESLMPTION UNIT GUANT17Y UNIT =ST 1 EVP SYSTEM A arEN0E0 COST S MP 1.00 s s 1�0 0 2 erp SYSTEM ® LUMP 1.00 z 2.398.00 2,398-00 sum -...�. 3 EVP SYSTEM c LUMP 8,250.00 8,250.00 1.00 d sum - 4 EVP SYSTEM 0 71690.00 71690 LUMP 1 z SUM 5 EvP SYSTEM E LUMP 1.Q0 s 1, 705.00 1,705.00 SUM = \ 2 1, 24 0-00 TMA.I. z QUOTE SUWrCT TO; Collisys will seek relief if solid rock is encountered on the directional baring work on Systems "C" and "D ". Official Address 4990 North Highway 169 New HoPe, NInI' 55428 -4026 Firm Name Collins Electri Systems, Inc., dba ColliSys ®y r (An auMth s( burs) Robert R. Gar 1109 Vice President wS® PROJECT NO. 1281.06 PROPOSAL FORM PF -1 Received: 11/28/01 8:27; 7635411700 -> HP LaserJet 3100; Page 6 NOU -28 -2001 07.41 WSB & ASSOCIATES INC. 7635411700 P.06i07 MI EVP SYSTEMS SHAKOPEE. MiNNEsoTA WSA PRO IeCT No.' 2t1�A PfXWCCT TOTAL RE DESCRIPTION UNIT QUAHTrrY UWTCOST mcT'[NOeO COST 1 EVP SYSTEM A LUMP 1.00 z 3500.00 = 3, 500. sum -�-- -- 2 EVP SYS B LUMP B OO t 6100.00 6,100.00 sum s ---- 3 EVP SYSTEM C LUMP 1,00 ; 6100.00 = 6,100.00 SUM 4 EVP SYSTEM 0 LUMP 1.00 S 6100.00 $ 6 , 100.00 Su "�`�--- 5 EVP SYSTEM E LUMP 1.00 S 5800.00 _ 1 _5,800.00 SUM TO TAL ` 27, 600.00 4(fiCJal Address SOO ARTMHAT . AVF P(7 B 41 6 LONG LAKE MN 55356 Date: NOVEMBER 26, 2001 Firm Name RIDGEDALE ELECTRIC INC ey 1 , (Ana (dioozed signature) Tithe PRESIDENT WSB PROJECT NO 1201.DC PROPOSAL FORM PF -1 Received: 77128/01 8:27; 7635411700 -> HP LaserJet 3100; Page 7 NOU -28 -2001 07 :41 WSB & ASSOCIATES INC. 7635411700 P.07i07 2001 EVP SYSTEMS SHAKOPEE, MINNESOTA MB PROJECT N0, 1281.08 PROJECT TOTAL ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENDED COST I EVP SYSTEM A 7LUMP 1.00 5 3,125-0 $ 125.00 sum BVV SYSTEM B LUMP 1.D0 56,025.00 5 6,025.00 sum 3 EVP SYSTEM C LUMP 1.Do 5 8,950,00 $ $950,00 sum 4 EVP SYSTEM U LUMP 1.00 $ 8,700.00 $ .8,700.00 sum 5 EVP SYSTEM E LUMP 1.00 6 450,00 5 4,450.00 sum TOTAL y31,250,00 Off Gal ,Address 1480 C Q RD 90 MAPLE. PLAIN, NN SS359 Date: 1 1 -26-01 Finn Name ELECTRICAL INSTALLATION &. MAIINT$N•ANCE (An airtfiorized signature) Title PRESIDENT — WSB PROJECT NO. 1281.06 PROPOSALFORM PF '( 'rnTol D mr? Received: 10/26/01 7:29; 7635411700 -> HP LaserJet 3100; Page 2 OCT -26 -2001 07:45 WSB & ASSOCIATES INC. 7635411700 P.02i02 WSSvrcv�c•• •. __ 2001 EVP SYSTEMS PROJECT TOTAL SHAKOPEE, M'"ESOIA E)(TENDED CAST UNIT QUANTITY UNIT COST 3,125 OESCRIP{ION 53,125.00 a ITEM LUMP 1.00 1 gvP SY STEM A sum 16025-0 56,025.00 LUMP 1.0 1 F]vP sy3T= 8 sum S 9950,00 S8950.00 LUMP 1.00 3 EVE SYSTEM C SUM ,700.00 $700.00 C L ip 1, 00 4 Eve S YST EM D Sum 4.,450.00 54.450.00 $�� ----- LUMP 1.00 5 Epp SYSTEM E sum TOTAL 31,250 0�� Official Address 1480 CO'&OAD 90 MAPLE PLAIN, MN 55359 Date: 09/09/01 Finn Name E EMICAL INSTALLATION k MAWTFNANCE BY (An authoriza signature) Title PRESIDENT W56 PROJECT NO. 1261.06 PROPOSAL FORM • -rnrn� o ra-� November 27, 2001 Mr. Dan Hughes Police Chief City of Shakopee 129 Holmes Street South Shakopee, MN 55379 -1328 Re: 2001 EVP Systems City of Shakopee, MN WSB Project No. 1281 -06 Dear Mr. Hughes: Quotes were received for the above - referenced project on November 26, 2001. A total of three quotes were received. The quotes were checked for mathematical accuracy and tabulated. Please find enclosed the tabulation indicating the low bidder as Collins Electrical Systems, Inc., dba ColliSys, New Hope, Minnesota in the amount of $21,240.00. We recommend that the City Council consider these quotes and award a contract to ColliSys based on the City's best interests. Enclosures 4150 Olson c: Collisys nm 763 - 541.1700 FAX F_\WPWIN\1281- 06\recmmdtn itr.doc Minneapolis - St. Cloud • Equal Opportunity Employer 2001 EVP SYSTEMS SHAKOPEE, MN WSB PROJECT NO. 1281 -06 Quotes Received: November 26, 2001 Contractor Bid Security Total Bid 1 COLLISYS NA $21,240.00 2 RIDGEDALE ELEC INC NA $27,600.00 3 ELEC INSTLN & MTNCE NA $31,250.00 Engineer's Estimate $25,000.00 1 hereby certify that this is a true and correct tabulation of the quotes as received on November 26, 2001 Charles T. Rickart, P.E. ** Denotes corrected figure F: \WPWIN \1281 -06 \EXCEL \bidtabrevised \Bid Summary w W Co 0 O � O m N O 4FT J 0 co M w W O � O 0 W 0 m � O Z ti O U N J U- d3 D Q Z W N F U W or ry O U U) W O o W O Q -It m sA O J Q O Z V O U W ►= W O U O a ° a o o J 0 0 C0 o J Q 0 ui u') 0 1 0 0 0 N N U) O to w O O I� o O_ M CO w N IT O Z 64 69 fR fH N o d Z �2 -o O O O O O L6 F- O O O O O tf) Ul) O Y O O U ^ VJ N O W I W O O I� V O C0 00 co V EFT 64 (4 I, 69 6 O O O O (D O O O O O 0 O O O O O 00 o N O O O O O O O LU cG (M CO CO Z Z N to ER EA � U NN O W • �/� O �q a a 'Lu O O O w O O V J O O Y a. O O O CD L O Ci o N = 0) N C') co co co X 64 I V> 69 I L c» LLI o O o C. Cl Q O Z V O U W ►= W O U O a ° a `o d a o o o 0 0 C0 o 0 0 ui u') 0 1 0 0 0 N N U) O to w O O I� V N M CO w N IT 64 69 fR fH 64 M i i I bq O O O O O O O O O O tf) Ul) O O O N N O O to r O O I� V co C0 00 co V EFT 64 (4 I, 69 6 O O O O O O O O O O O O O O O O O O O O O O O O cG (M CO CO c0 m N to ER EA 69 69 NN O O O O O O O O O O O O O O O O O O CD L O Ci C') co co co 69 64 I V> 69 I L c» 0 o O o C. Cl 0 r 0 0 o 0 l O o o 0 o m mU') m u'i o IT M N lc h N N 00 I- r ER fi? 64 64 ER C14 O O O O O f.- 00 O Co to m m LO m O M N cc P- tA c!3 69 V> I 69 o O O o O O CD CD 0 CD CD Cl O O O O O O O 0 N ° 0 0 0 0 0 D ° o ° o o l o ° o 0 0 0 0 0 n co co OD n us E» 03 E» I 0 0 0 0 0 0 o i 0 D D D Z) Z) U U co co U J J J J J Q oo U Q W w w W w W I- U U U U U w w w w w I Q H N M V U O i � � `o d a 2001 EVP SYSTEMS SHAKOPEE, MINNESOTA WS PROJECT No. 1281.06 PROJECTTOTAL ITEM DESCRIPTION UNIT QUANTITY UNITCOST EYTENDEDCOST 1 EVP SYSTEM A LUMP 1.00 S 1 � 197-00 S 1,197.00 sum 'B 2,398.00 2,398.00 2 EVP SYSTEM LUMP 1 s 5 sum 8 , 250.00 8,250.00 3 EVP SYSTEM C LUMP 100 $ s SUM 7f 690.00 7,690.00 4 EVP SYSTEM D LUMP 1.00 $ s sum 1, 70 5.00 1,705.00 5 EVP SYSTEM E LUMP 1.00 $ s SUM 21, 240.00 TOTAL s QUOTE SUBJECT TO: Collisys will seek relief if solid rock is encountered on the directional boring work on Systems "C" and "D ". Official Address Firm Name Collins Electrical Systems, Inc. ; 4990 North Highway 169 ,) dba ColliSys New Hope, MN 55428 -4026 Sy `� (An authonz s9 ature) Robert R. G=4" Date: November 26. 2001 T Vice President WS8 PROJECT NO. 1281.06 PROPOSAL FORM PF -1 NOV -26 -01 05:22 PM RIDGEDALE ELECT 473 2657 P.01 2001 EVP SYSTEMS SHAKOPEE, MINNESOTA WS8 PROJECT NO, 1281M PROJECT TOTAL ITEM DESCRIPTION UNIT QUANTTrY UNIT COST aTtMoeo cos? 1 EVP SYSTEM A LUMP 1.00 s 3500.00 3,500. 0 SUM —"�- 2 EVP SYSTEM B LUMP 1.00 $ 6100.00 $ 6,100.00 sum �°- 3 EVP SYSTEM C LUMP 1.00 S 6100.00 $ 6,100.00 Sum 4 EV SYSTEM o LUMP 1.00 $ 6100.00 ; 6,100 Sum — s EVP SYSTEM E LUMP 1.00 s 5800.00 _ $_5, 800.OU SUM TOTAL s27,600.00_ Official Address LONG LAKE MN 55356 Date: NOVEMBER 26, 2001 Firm Name RIDGEDA ELECTRIC INC r By (Ana (Amzm signature) Title PRESIDENT WSEI PROJECT NO. 1281.0G PROPOSAL FORM PF -1 2001 EVP SYSTEMS SHAKOPEE, MINNESOTA WSB PROJECT NO. 1261.06 PROJECT TOTAL ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENDED COST 1 EVP SYSTEM A LUMP 1.00 $ 3,125.00 $ 3,125.00 Sum _ EVP SYSTEM B LUMP 1.00 5 6,025.00 $ 6,025.00 Sum 3 EVP SYSTEM C LUMP 1.00 5 8,950.00 $ 8,950.00 Sum 4 EVP SYSTEM D LUMP 1.00 $ 8 , 700 . 00 $, 700.00 Sum 5 EVP SYSTEM E LUMP 1.00 $ 4,450.00 $ 4,450.00 Sum TOTAL $ 31,250.00 WSB PROJECT NO. 1281.06 PROPOSALFORM PF -1 Memo to: Honorable Mayor and City Council Members City Administrator From: Marvin Athmann, Fire Chief, Date: 11/27/01 Re: AUTHORIZATION TO LET BIDS FOR REPLACEMENT OF SHAKOPEE FIRE DEPT. EQUIPMENT VAN #9511 Introduction The 2001 Fire Dept budget contained a line item of $210,000 for the purchase of a Medium Rescue UNIT Background This Medium Rescue vehicle would replace the 1993 Chevrolet Step Van (light equipment #9511). This unit was purchased with donations in 1993 to house the department's hazardous material, dive rescue, swift water rescue, high level rescue and confined space rescue equipment The use of this truck and it's equipment is ever increasing. The unit's capacity is no longer large enough to handle the weight and amount of equipment Recommendations The Shakopee Fire Dept would like to recommend that City Council allow the Shakopee Fire Dept. to advertises or for bids for a medium rescue. Action Requested If the City Council concurs, they should, by motion authorize the Shakopee Fire Dept to issue specifications of an Medium Rescue and advertises for Bids. Note: The Finance Director reports there is $210,000 in the Equipment Fund for the purchase of a fire truck. . , CITY OF SHAKOP Memorandum C , � IzENT �nu %zp TO: Mayor and Council Mark McNeill, City Administrator FROM: Gregg Voxland, Finance Director RE: Bids For Full Size Squad Car DATE: November 26, 2001 Introduction The 2002 Internal Service Fund budget contains an appropriation request for the purchase of three squad cars. Background The 2002 budget includes an appropriation of $100,000 for the purchase of 3 squad cars. Funding is from the Capital Equipment Internal Service Fund. The vendor cost last year was $21,670.00. One new car will replace an older model or a car with more maintenance problems. Two cars are additions. Additional costs include graphics, communications conversion and other equipment. The bid for a full size car is as follows: Alternatives 1. Buy as per above. 2. Buy as per above but modify options. 3. Rebid on our own (probably insufficient time). 4. Don't buy full size squads. Recommendation Alternative number 1. A r - i nn Move to authorize the purchase of three full size police squads from Superior Ford in the amount of $62,809.00, in accordance with the State of Minnesota automobile contract 426133. M1 1 Gregg Voxland Finance Director C= \gregg \memo \02squad 2002 Base bid $20,356.00 Options: Drivers cloth power seat 360.00 Vinyl rear seat 60.00 Full rubber floor mat -89.00 Left side spot light 161.00 Single key lock system 40.00 Shop manual (one) 145.00 Total 21,033.00 Alternatives 1. Buy as per above. 2. Buy as per above but modify options. 3. Rebid on our own (probably insufficient time). 4. Don't buy full size squads. Recommendation Alternative number 1. A r - i nn Move to authorize the purchase of three full size police squads from Superior Ford in the amount of $62,809.00, in accordance with the State of Minnesota automobile contract 426133. M1 1 Gregg Voxland Finance Director C= \gregg \memo \02squad 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 1 Information for Bidders Sealed bids are desired from reputable manufacturers of automotive fire /rescue apparatus in accordance with these specifications and with the advertisement, a copy of which is attached, for the piece of apparatus as follows: Fire Department Dive Rescue Apparatus; custom-built chassis with seating for five (5), compartmented apparatus body, intra -body squad/command cab with seating for four (4), emergency lighting, generator system with scene lighting, and all other appurtenances in accordance with the following: GENERAL REQUIREMENTS: Each bid must be accompanied by bidders accurate written and detailed specifications covering the apparatus and equipment which it is proposing to furnish and to which the apparatus furnished under the Bid must conform. It is the intent of these specifications to cover the furnishing and delivering to the purchaser, complete apparatus equipped as specified. Minor details of construction and materials where not otherwise specified are left to the discretion of the Bidder who shall be solely responsible for the design and construction of all features. RELIABILITY OF BIDDER: Bidder shall furnish satisfactory evidence that he has the ability to design, engineer, and construct the apparatus specified and shall state the location of the factory where the apparatus is to be manufactured. The Bidder shall be the Manufacturer; bids incorporating apparatus bodies or body modules not constructed by the Bidder will not be considered. The apparatus design shall be an "original" engineered and tested by the Bidder and not reproductions (replicas) of fire /rescue apparatus designs previously engineered by other Bidders/Manufacturers. DESIGN: The design of the equipment shall be in accordance with the best engineering practices. The equipment design and accessory installation shall permit accessibility for use, maintenance, and service. All components and assemblies shall be free of hazardous protrusions, sharp edges, cracks or other elements which might cause injury to personnel or equipment. NOTE: Where "nibbled" or non- continuous cutting methods are used to machine the body material, all edges shall be reworked/machine smoothed for injury prevention and appearance reasons. All oil, air, and hydraulic tubing lines and electrical wiring shall be located in protective positions, properly attached to the frame or body structure and shall have protective loom or grommets at each point where they pass through structural members. Parts and components shall be located or positioned for rapid and simple inspection and recognition of excessive wear or potential failure. Whenever functional layout of operating components determines that physical or visual interference between items cannot be avoided, the item predicted to require the most maintenance shall be located for the best accessibility. Cover plates which must be removed for component adjustment or part removal will be equipped with disconnect fastenings or hinged panels. Drains, filler plugs, grease fittings, hydraulic lines, bleeders and check points for all components will 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 located so that they are readily accessible and do not require special tools for proper servicing. Design practices shall minimize the number of tools required for maintenance. All components shall be designed and protected so that heavy rain or other adverse weather conditions will not interfere with normal servicing or operation. All following specified smooth sheet aluminum shall be of type 5052 -H32 material of specified minimum thickness. All specified 4 -way aluminum treadplate shall be "polished" treadbrite or equal type 3003 of specified thickness. All specified stainless steel shall be type 304 -2B. All specified bolted fasteners shall be coated stainless steel "low profile" button socket head cap screws. All nut fasteners to be Ny -Lok or approved equal, designed to prevent loosening. NOTE: Lighter gauges or types /alloys of specified materials will not be acceptable. The materials specified are considered absolute minimum. Exceptions to these material requirements will not be permitted since all raw materials of the specified type are available to all manufacturers. Since all custom manufacturers have the ability to shear, brake, and machine holes as these specifications require - all basic requirements must be complied with. Bidder shall be prepared, if so requested by the Purchaser, to present evidence of his design experience /capabilities and manufacturing ability to carry out the terms of the contract. To insure the Purchaser a source of service and parts over a 20 year anticipated life of the apparatus, the Bidder shall provide factory service, fabrication/manufacturing, and testing facilities within a 300 mile radius of the Fire Department. This same facility must stock a complete line of all fire fighting equipment and parts for this apparatus. Records as to the purchase source for all auxiliary components of the specified apparatus shall be available to Purchaser upon request. This purchase information shall include manufacturer name, model number, authorized distributor, current part number, and special installation instructions. . . , The new fire apparatus manufactured per these specifications shall be warranted for a period of ONE (1) year from the date of delivery, except for chassis and other components noted herein. Under this warranty, Bidder agrees to furnish any parts to replace those that have failed due to defective material or workmanship where there is no indication of abuse, neglect, unusual or other than normal service providing that such parts are, at the option of the Bidder, made available for inspection upon request, returned to Bidder's factory or other location designated by Bidder with transportation prepaid within 30 days after the date of failure or within ONE (1) year from the date of delivery of the apparatus to the original purchaser, whichever occurs first, and inspection indicates the failure was attributed to defective material or workmanship. Accessories /components warranted by their original manufacturer may be subject to re- installation charges under the terms of their respective warranties, especially if such warranties exceed the above 1 -year warranty terms. The warranty on the chassis and chassis supplied components, storage batteries, generators, electrical lamps and other devices subject to deterioration is limited to the warranty of the manufacturer thereof and adjustments for the same are to be made directly with the chassis manufacturer by the Purchaser. PJ 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 This warranty will not apply to any fire apparatus which has been repaired or altered outside the Manufacturer's factory or designated facility in any way, which, in the manufacturer's opinion might affect its stability or reliability. Each warranty claim needing repair or service at the designated facility must receive preauthorization by Manufacturer prior to performance of any work. This warranty will not apply to those items which are usually considered to be normal maintenance and upkeep services: including, but not limited to, normal lubrication or proper adjustment or minor auxiliary pumps or reels. This warranty is in lieu of all other warranties, expressed or implied all other representations to the original purchaser, and all other obligations or liabilities, including liabilities for incidental or consequential damage on the part of the Bidder. Without limiting the foregoing, any express or implied warranties of merchantability or fitness for a particular purpose or warranties arising by Bidder neither assumes nor authorizes any person to assume for Bidder, any liability in connection with the sales of Bidder's apparatus unless made in writing by the Bidder. The fire apparatus manufacturer (body builder) shall warrant to the original purchaser only, that the galvanneal (and aluminum) body components as fabricated by the body builder, under normal use and with reasonable maintenance, be structurally sound and shall remain free from corrosion perforation for a period of TEN (10) years. This warranty does not apply to the following items which are covered by a separate warranty: paint finish, hardware, moldings, and other accessories attached to this body. FIRE APPARATUS MANUFACTURER MAKES NO OTHER WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO THE GALVANNEAL BODY AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE HEREBY DISCLAIMED. The body builder shall replace, without charge, repair at the factory, or make a fair allowance for any defect in material or workmanship demonstrated to the satisfaction to have - existed at the time of delivery or not due to misuse, negligence, or accident. If the body builder elects to repair the body, the extend of such repair shall be determined solely by the body builder, and shall be performed solely at the body builder's factory, or at an approved facility. The expense of any transportation to or from such repair facility shall be borne by the purchaser and is not an item covered under this warranty. The fire apparatus manufacturer (body builder) shall not be liable for consequential damages and under no circumstances shall its liability exceed the price for a defective body. The remedies set forth herein are exclusive and in substitution for all other remedies to which the purchaser would otherwise be entitled. The fire apparatus manufacturer (body builder) shall be given a reasonable opportunity to investigate all claims. The purchaser must commence any action arising out of, based upon or relating to agreement or the breach thereof, within twelve months from the date the cause of the action occurred. t-1 Shakopee Rescue Body on Spartan 11 /20/01 ,., �M- 11/20/01 The five (5) year paint performance guarantee will cover the areas of the vehicle as are originally finished by the apparatus body manufacturer with the specified product for a period of FIVE (5) years beginning the day the vehicle is delivered to the purchaser. The areas as outlined on the Guarantee Certificate, will be covered for the following paint failures: GUARANTEE INCLUSIONS: FULL APPARATUS BODY: * Peeling or delamination of the topcoat and/or other layers of paint. * Cracking or checking * Loss of gloss caused by cracking, checking, or hazing. * Any paint failure caused by defective finishes which are covered by this guarantee. All guarantee exclusions, limitations, and methods of claims are covered in the full certificate provided to the original owner. The warranty on the chassis paint is limited to the warranty of the manufacturer thereof and adjustments for the same are to be made directly with the chassis manufacturer by the Purchaser. APPARATUS SIZE: Total overall length of apparatus shall not exceed 32 ft. 10 in., highest point of apparatus shall not exceed 128 inches, total overall width of apparatus shall not exceed 101 inches, chassis wheelbase shall not exceed 212 inches, and GVWR shall be at least 36,600 lbs. RESPONSIBILITY OF PURCHASER: It shall be the responsibility of the purchaser to specify herein the details of the apparatus, its required performance, the maximum number of fire fighters to ride on the apparatus. A total of nine (four with SCBA's /four with SCUBA's) seating positions to be provided, "Fully Enclosed ", with approved seat belts. Two (2) seating positions to be located inside forward chassis cab, three (3) inside crew cab /area, and four (4) inside infra -body squad cab area. CARRYING CAPACITY: The GAWK, and GCWR or GVWR of the chassis shall be adequate to carry the fully equipped apparatus including, unequipped personnel weight (The unequipped personnel weight shall be calculated at 200 lb. per person times the maximum number of persons to ride the apparatus as specified.) and a miscellaneous equipment allowance of 3000 lbs. It shall be the responsibility of the purchaser to provide the Bidder with the weight of equipment to be carried if it is in excess of the allowance of 3000 lb. BIDS: All bids must be signed by the President of the manufacturer of the apparatus being proposed. Bids signed by a sales representative shall be declared informal and will be rejected. Each bid must give the full business address of the manufacturer. Bids by a Corporation must be authorized and signed by I 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 the President. Same signature is required on specified Bid Bond. A Bidder's Bond in the amount of 10% shall be furnished with each Bid Proposal, written by a Corporate Surety, payable to the Fire Department. This Bond is to insure that the Bidder will enter into a contract for the equipment as per the following detailed specifications with NO EXCEPTIONS. In order to eliminate interest and handling charges for the chassis portion, the customer will "Progress Pay" an equivalent portion of the contract upon its receipt at Bidder's factory. This amount is to be identified in the Bid Proposal. All Bidders shall be required to detail on the Proposal Page, and in their own exact words, the payment terms for said apparatus. Bids may be withdrawn by certified mail or acknowledged fascimile request from Bidders prior to the time fixed for opening. Negligence on the part of the Bidder in preparing the Bid Proposal confers no right for the withdrawal of the Bid after it has been opened. No Bidder may withdraw their Bid after the time set for the opening thereof. All Bidders shall furnish complete "Proposal Specifications ", printed on their own stationery, copies or reproduction of these "advertised specifications" can only be used as an attachment to the proposal specifications, for comparison/ compliance purposes. All Bid Proposal Specifications must be in the same sequence as these Advertised Specifications: Chassis, Chassis Modifications, Intra -Body Crew Area, Compartmented Body, NFPA Equipment, 12 -Volt Electrical, Finishing, Line Voltage, Delivery, and Miscellaneous Equipment, for ease of comparison. Any bid not in this sequence will be disregarded and rejected. It is the intent of the City of Shakopee to receive bids on equipment/apparatus meeting the attached detailed specifications in their entirety. Any bids being submitted, without "Full Compliance" with the advertised specifications shall so state on the Bid Proposal Page, followed by a detailed "Letter of Exceptions" listing the areas of non - compliance and equipment or designs being substituted. PROPOSAL PRINT/DRAWING: Each Bid shall be submitted with a complete detailed print of the apparatus as is specified. The print shall be to scale, minimum of 1 inch = 15 inches, of the exact apparatus being proposed, and not a stock print of a similar unit. The print shall have complete views of the driver side with custom chassis cab, passenger body side with custom chassis cab, rear of body, and top view of the entire apparatus. The print shall include all of the following items: compartmentation with dimensions and door hardware, emergency and standard lighting fixtures and location, all exterior 4 -way treadplate pattern areas, crew seating, and PTO driven generator installation. Other features, where specified, shall also be on the proposal drawing, this includes; rewind air/hydraulic /cord reels, hand rails and location, tow hooks, light tower, built -in quartz floodlighting and location, interior compartment shelving and location, roll -out trays, and other necessary detailed features so as to provide a "picture" of the proposed apparatus. All submitted drawings shall become a part of the bid, failure to submit the required prints, with the sealed bid proposal, will cause immediate rejection of the proposal and bid. All dimensions are subject to a +/- 1/4 inch tolerance. INSPECTION TRIPS: The Truck Committee members shall be advised as to the date of the following 5 Shakopee Rescue Body on Spartan 11 /20/01 11/20/01 phases of construction: Pre - Construction (prior to bending of metal), Pre -Paint (final design/equipment layout), and Pre - Delivery. Truck Committee members reserve the right to travel to the factory during these stages of construction. Bidder shall arrange for and pay the expenses of the above specified "Pre- Construction Conference ", to be held at the manufacturer's factory, at which time all final designs and equipment mounting locations will be approved. Any expenses to be provided for up to seven (7) members of the Fire Department. Any changes to original proposal specifications, as approved at the Pre - Construction Conference, shall be noted on a "revised specification ", provided by the manufacturer and distributed to Truck Committee members within five working days after Pre - Construction Conference. Air travel must be provided for distances beyond 300 statue miles. ACCEPTANCE TESTS AND REQUIREMENTS: Acceptance tests on behalf of the purchaser shall be prescribed and conducted prior to delivery or within 10 days after delivery, by the manufacturer's representative in the presence of such person or persons as the purchaser may designate in the requirements for delivery. The apparatus, when fully equipped and loaded per "Carrying Capacity ", shall be capable of the following performance on dry/level/paved roads in good condition: From a standing start the vehicle shall attain a true speed of 35 MPH within 25 seconds. From a steady speed of 15 MPH the vehicle shall accelerate to 35 MPH within 30 seconds (without moving gear selector). The vehicle shall attain a minimum top speed of 62 MPH. The apparatus shall be able to maintain a speed of at least 20 MPH on any grade up to and including 6 %. Specified acceleration tests shall consist of two runs in opposite directions over the same route. From a standing start, through the gears, the vehicle shall attain a true speed of 35 mph within 25 seconds in the case of pumpers, and a true speed of 55 mph within 60 seconds. The vehicle shall attain a top speed of not less than 62 mph. The service brakes shall bring the fully laden apparatus to a complete stop from an initial speed of 20 MPH in a distance not exceeding 35 ft., on a substantially hard level surface road free from loose material, oil, or grease. Responsibility for the apparatus and equipment shall remain with the Bidder until acceptance by the purchaser. The Manufacturer must supply at the time of delivery, at least two copies of 1. Manufacturer's record of apparatus construction details, per NFPA 1901. 2. Weight documents from four (4) individual certified scales showing actual loading on the sides of front axle, sides of rear axle(s), and overall (four total) vehicle (without personnel, and equipment) shall be supplied with the completed vehicle to determine compliance with NFPA section 10 -1. Weights shall be for each tire or dual set of tires, so as to verify side -to -side loading, to be in compliance with NFPA section 2 -8.3. 3. At least two copies of the complete operation and maintenance manual covering the completed apparatus as delivered including the emergency lighting and siren, generator, or other furnished accessories. ■ 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 4. Wiring diagrams of 12 -volt electrical systems, installed by apparatus body manufacturer (prime Bidder). Diagrams must be "vehicle specific ", describing all 12 -volt electrical functions as furnished on this and only this apparatus. Diagram of locations for emergency lighting power supplies and flasher units shall be provided. Additionally, all power supplies shall be labeled as to which light fixturs they control. 5. A finalized drawing of apparatus as completed. 6. A "Delivery Manual ", consisting of a 3 -ring notebook type binder with reference tabs for each section, shall be furnished to include the following items: invoice copy(ies), proof of insurance, Manufacturer's Statement of Origin, acceptance forms, certifications, specifications, individual component manufacturer instructions and parts manuals, warranty forms for body, warranty forms for all major components, warranty instructions and format to be used for compliance with warranty obligations, routine service forms /publications, technical publications or training guide for major components, and apparatus body print "as built". 7. Paint numbers of all color coatings. 8. Written load analysis of 12 -volt electrical system as installed by body builder. NOTE: Exceptions to the above requirements will not be acceptable. The Manufacturer shall affix a permanent plate in the drivers compartment specifying the quantity and type of the following fluids (in cases where applicable) as used in this vehicle: 1. Engine Oil 2. Engine Coolant 3. Chassis Transmission Fluid 4. Drive Axle(s) Lubrication Fluid 5. Air Conditioner Refrigerant 6. Air Conditioner Lubrication Oil 7. Power Steering Lubricant 8. Cab Tilt Mechanism Fluid 9. Transfer Case Fluid 10. Air Compressor System Lubricant 11. Generator System Lubricant All nameplates and instruction plates shall be metal or plastic with the information permanently engraved, stamped, or etched thereon. Metal nameplates to be installed with plated screws. All nameplates to be mounted in a conspicuous place. Completed delivery manuals shall also include production drawings of all individual apparatus body fabrications as created in a computerized 3- dimensional virtual environment. Drawings shall include but not be limited to: material cut size and flat shape, 3 -view fabricated part drawings with 3 -D perspective view, and 3- dimensional views of the assembled apparatus, showing: cut -outs for lighting fixtures, all assembly fastener holes, interior compartment shelving with brackets, wire covers and bulkheads, window cut -outs, roll -out trays /drawers /panels, body rub rails, 4 -way steps and tailboards with non -slip perforations, door surround trim fabrications, SCBA seat brackets, subframe fabrications, and all 7 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 dimensional information and material lists to allow dimensional accurate reproduction of any body part by a qualified fabrication shop. NOTE: To demonstrate Customer's ownership of the following specified apparatus design, Manufacturer will be required to release above engineering information at the time of delivery. ANY BIDDER WITHOUT INTENTIONS TO PERFORM TO THE ABOVE REQUIREMENTS SHALL SO STATE IN LETTER OF EXCEPTIONS AND ALSO ON BID PAGE. DELIVERY: The maximum period for construction of the vehicles shall not exceed 160 working days and shall include the time required for delivery of the chassis to the apparatus manufacturer. The Bidder will not be held liable for delay of delivery caused by accidents, strikes, floods, or other events not subject to their control. Bidder shall specify on the required Bid Proposal Form the number of working days for completed delivery of the apparatus, from date of bid acceptance. The completed unit shall be delivered to the purchaser with full instructions provided to Fire Department personnel on operation, care, and maintenance of apparatus at the purchaser's fire station. Payment for the apparatus shall be made at time of delivery. The apparatus will not be left at purchaser location without full acceptance and payment or prior agreement between the Purchaser and the Bidder. Final delivery price shall not include any Local, State, or Federal taxes. The Bidder shall not be liable for any State or Federally mandated tax or program after the sale of this apparatus. DELIVERY ENGINEER: Delivery shall be performed by a factory trained Delivery Engineer only employed by the Bidder. Delivery Engineer shall remain in the community a reasonable time for training of Fire Department personnel and making normal adjustments. Delivery shall be considered to include, but not be limited to: A. Transportation of the Fire Apparatus. B. Conducting day or evening classes for instruction of Fire Department personnel and Drivers for operation. The Delivery Engineer shall be factory trained, fully capable of conducting informative classes on the complete operation of the vehicle. This means familiarity with engine, runnin gear, transmission, driving skill, as well as handling of line voltage equipment and all controls. The Delivery Engineer shall set delivery and instruction schedule with the person appointed by Purchaser, recognizing the need for either daytime or evening classes. Advance notice of at least one (1) week will be given, advising the specific day on which the new apparatus will arrive. The Purchaser shall make all housing arrangements for the Delivery Engineer and provide the Delivery Engineer with transportation to and from lodging and nearest available airport or rental car agency (if it applies). The cost of all housing and other living expenses are to be paid for by the Delivery Engineer. 11/20/01 Shakopee Rescue Body on Spartan 1 1/20/01 SPECIAL PAYMENT INCENTIVES: All Bidders shall be required to detail, in exact terms, on their apparatus proposal, the final balance payment or payments for said apparatus, including: All Bidders/Bidders shall be required to furnish interest payment (to the Customer) terms and conditions for pre - payment of all or part of any undue contract amount. N 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 1.0 The specified chassis shall be custom built for the fire industry and furnished by the apparatus body builder, included in the total Bid Proposal Package/Price. 2.0 CAB AND CHASSIS The cab and chassis shall be a Spartan Motors Flat Floor Metro Star, short four door with a 20" raised roof aluminum tilt cab built specifically for the fire service by a publicly held U.S. parent company specializing in chassis design for all fire service applications. . The chassis manufacturer shall warrant to the original purchaser the custom fire truck chassis for a period of twelve (12) months with the exception of the actual fire apparatus chassis frame which carries a lifetime warranty. The warranty period shall begin on the date the vehicle is delivered to the original purchaser. The warranty may include conditional items which shall be listed in the detailed warranty document that shall be provided upon request. The cab shall be warranted for a period of ten (10) years. Warranty conditions may apply and shall be listed in the detailed warranty document that shall be provided upon request. FRAMM The frame side rails shall be channel type, 10 -1/4" x 3 -1/2" x 3/8" 110,000 psi high strength steel, with a rbm of 1,827,573 in.lbs. and a section modulus of 16.61 cu.in.. A minimum of seven (7) fully gusseted bolted assembly crossmembers shall be installed using grade "8" flanged head bolts and flanged lock nuts. The area between the axle suspension hangers shall be free of any holes or fasteners in the flanges. No welding shall be incorporated in attachment of components. -All frame dimensional cutting shall be by a plasma cutter. All relief areas shall be cut in at a 30 degree angle with a 2" radius at intersection points with edges ground smooth to prevent a stress focal point. The frame shall carry a lifetime warranty to the original purchaser. '... I • ' The frame and running gear of the chassis shall painted with a standard black paint. The frame paint shall be applied before air lines and electrical wiring is installed. CHASSIS WHEELBASE The chassis wheelbase shall be 212 ". [411 a I I : :: 10 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 The height of the vehicle shall not exceed 124" from the ground. FUEL TANK The fuel tank shall have a capacity of fifty (50) gallons, made of 12 gauge phosphate coated steel with chromate epoxy exterior finish. The fuel tank shall be mounted under the frame, behind the rear axle with a three piece strap hanger assembly with a "U" strap bolted midway on the fuel tank front and rear so the tank can be easily dropped and removed for service purposes. Strap mounting studs through the rail, hidden behind the body shall not be acceptable. The tank shall have vent port to facilitate rapid filling without "blow- back ". A roll over ball check vent shall be installed. Dual draw tubes and dual sender ports shall be installed. 2" NPT fill ports shall be available for left hand fill. A 1 /2" NPT drain plug shall be centered in the bottom of the tank. Steel wire braid reinforced rubber supply and return hoses with reusable fittings shall be installed tank to engine. FRONT BUMPER A one piece, polished stainless steel front bumper shall be provided. The bumper shall be a 12" high, two (2) rib wrap - around type. The bumper shall be extended 16" ahead of the cab. FRONT BUMPER APRON A 3/16" bright aluminum tread plate apron shall be installed between the bumper and the front face of the cab. A vertical lip shall be welded to the back edge of the apron. Stainless steel bolts shall be used to attach the apron to the bumper flange. TOW HOOKS Two (2) heavy duty closed tow eye shall be installed under the bumper and bolted directly to the chassis frame side rail with grade "8" bolts. Tow eyes to be minimum 5/8" plate with 2 -1/2" hole. AIR HORNS Dual Grover Stuttertone 21" air horns shall be recessed in the front bumper, one (1) each on the left and right hand sides. A 3/8" air line "teed" equal distance from each horn shall be installed. AIR HORN ACTUATION Air horns actuation shall be accomplished a driver side floor foot switch with appropriate 12 -volt air solenoid -valve and a passenger side with appropriate manual air valve and "bypass" air tubing providing both horns with air supply independent of solenoid controlled air line. 11 Shakopee Rescue Body on Spartan 11/20/01 ONE CPI SPEAKER 11/20/01 One (1) Cast Products Inc. bright aluminum 100 watt speaker shall be recessed in the front bumper, on the driver's side. The speaker shall be bolted to bumper by means of a polished aluminum trim ring on the front face of the bumper. 10" ELECTRIC SIREN A Federal Q2B 10" electric siren shall be recessed in the center of the front bumper. Only the motor will be recessed, —with- the�ront - s tat - or - and— gnlle- protr-admg -r-omn the -#rant faee of bumper. T -wo- chrome- plated - -- - protective steel straps shall be installed vertically across the front of the siren grille. Siren shall be activated with floor mounted foot switch for the officer and by the steering wheel horn button for the driver. A siren - electric horn selector switch to be provided. A siren -brake switch shall be installed in the switch panel. s The front axle shall be a Meritor FG -941 with a 3.5" drop and shall have a capacity of 14,600 lbs. GAWR. The springs shall be elliptical type, four (4) leaf, 54" long, 4" wide with a military double wrapped front eye. Both spring eyes shall have a case hardened threaded bushing installed with lubrication counterbore and lubrication land off crossbore with grease fitting. The spring capacity shall meet or exceed the capacity of the front axle. The hydraulic power assist steering gear shall be a TRW TAS -65. A Vickers hydraulic power steering pump shall be gear driven from the engine. The steering ratio shall be 20.4:1 and have 5.4 turns stop to stop. The FG model front axle cramp angle shall be a minimum of 45 degrees when using the 11R or 12R, 22.5 front tires. • • I The front tires shall be Goodyear Unisteel 12R -22.5 16 ply "H" tubeless radial G -159 highway tread with 22.5 x 8.25, ten (10) stud disc wheels. The tires and wheels shall be rated at 14,7801bs. ALUNUNUM FRONT VVBEELS The front wheels shall be polished aluminum 10 stud disc 22.5 x 8.25, complete with bright nut covers and hub caps. OIL LUBRICATED FRONT WHEEL BEARINGS 12 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 The front axle wheel bearings shall be oil lubricated with an oil level visual display inspection window. FRONT SHOCK ABSORBERS Two (2) Bilstein shock absorbers shall be installed in the front axle suspension. STEERING COLUMN AND WHEEL The steering column shall be a seven (7) position tilt and 2.25" telescopic type with a 18" steering wheel. The steering wheel shall be covered with black absorbite padding. The steering column shall contain a horn button, self - canceling turn signal switch, four -way hazard switch and head lamp dimmer switch on turn lever. - — — - - -- - — - — - — - — FRONT BRAKES The front brakes shall be 16 -1 /2" x 6" "S" cam type with automatic slack adjusters. REAR AXLE The rear axle shall be a Mentor model #RC -22 -145 with single reduction gearing and shall have a rated capacity of 22,000 lbs. GAWR. TOP SPEED The top speed of the vehicle shall be approximately 67 mph at governed engine rpm. REAR BRAKES Rear brakes shall be 16 -1/2" x 7" "S" cam type with automatic slack adjusters. ABS BRAIKE SYSTEM A Rockwell "WABCO" anti-lock braking system shall be installed on the front and rear Rockwell axles for safer vehicle control during braking and reduced stopping distance in all skid applications. System design shall incorporate a dual redundant diagonal circuit electronically controlled through a sensor and tone ring on each wheel. • dash mounted anti-lock lamp shall be provided to notify the driver of a system malfunction. • momentary test switch shall be installed to test the system for diagnostic code. REAR T=S The rear tires shall be Goodyear Unisteel 11R -22.5 16 ply "H" tubeless radial G159A highway tread with 22.5 x 8.25, ten (10) stud disc wheels. Tires and wheels shall be rated at 24,820 lbs. ALUMINUM REAR WHEELS 13 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 The rear wheels shall be polished aluminum 10 stud disc 22.5 x 8.25, complete with bright nut covers and rear axle hub covers. OIL LUBRICATED REAR WHEEL BEARINGS The rear axle shall have oil lubricated wheel bearings. REAR SUSPENSION The rear suspension shall be a vari -rate, self - leveling captive slipper type, with 57.5" x 3" springs. One (1) adjustable and one (1) fixed torque rod shall be provided. The spring capacity must meet or exceed the capacity of the rear axle. STAINLESS STEEL VVMEL TRIM HIT The front and rear wheels shall have stainless steel lug nut covers. The front axles shall be covered with stainless steel baby moons with hole to view oil seal window. The rear axles shall be covered with foam mounted stainless steel high hats. The lug nut covers, baby moons and high hats shall be American made Real Wheels brand mirror finish, 304L grade, non - corrosive stainless steel meeting D.O.T. certification standards. All stainless steel baby moons and high hats shall carry a lifetime warranty. SINGLE REAR AXLE AIR BRAD SYSTEM A rapid build -up air brake system shall be provided. It shall include three (3) air reservoirs with a total of 4,136 cu.in. air capacity. A parking brake on the spring actuated chambers on the rear axle brakes with a push-pull valve on the instrument panel shall be installed. The rear axle spring brakes are to automatically apply in case of air pressure drop below 60 psi with a mechanical means for releasing the spring brake chambers. AIR DRYER A WABCO 1200 System Saver spin -on desiccant air dryer with an automatic heated moisture ejector shall be installed in the air brake system. MANUAL DRAINS ON AIR TANKS Manual drains shall be installed on all reservoirs of the air brake system. NYLON AIR LINE TUBING A dual air system plumbed with color coded reinforced nylon tubing air lines shall be installed. The primary (rear) brake line shall be green, the secondary (front) brake line red, the parking brake line orange and the auxiliary (outlet) will be blue. 14 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 Brass compression type fittings shall be used on the nylon tubing. All drop hoses shall be fibre reinforced neoprene covered hoses. ADDITIONAL AIR RESERVOIR An additional 1200 cu.in. air reservoir shall be installed and isolated to prevent depletion of the air to the air brake system and to act as a supply tank for operating air equipment. It shall be plumbed with a 90 psi pressure protection valve on the reservoir supply side. AIR COMPRESSOR The air compressor on the engine shall be a Wabco capable of producing a minimum of 18.7 cfm at 1250 engine rpm. It shall be gear driven, engine oil pressure lubricated and cooled by the engine cooling system. The air compressor shall have a 5 -year warranty. ENGINE A Cummins ISC -330 turbocharged, air charge cooled engine shall be provided. TYPE: In -Line six (6) cylinder, 4 cycle HORSEPOWER: 330 @ 2000 rpm (Governed @ 2200 rpm) TORQUE: 950 lbs.ft. @ 1300 rpm DISPLACEMENT: 504.5 cu.in. GOVERNOR: Electronic A wiring harness shall be supplied with a drop out at the back of the cab. The harness shall include a- connector to allow an optional harness for the pump panel to be plugged into it. Circuits shall be provided for tachometer, oil pressure, engine temperature, hand throttle, high idle and PSG system. A circuit for J1939 data link shall also be provided at the drop out. An engine mounted combination full flow/by -pass oil filter with replaceable spin on cartridge shall be part of the engine's lubrication system. An external mounted transmission cooler shall be part of the engine cooling system. ENGINE WARRANTY The Cummins engine shall be warranted for a period of five (5) years or 100,000 miles, whichever occurs first. FUEL FILTER - CUMMINS ENGINE 15 Shakopee Rescue Body on Spartan 11 /20/01 11/20/01 A Fleetguard fuel filter shall be installed on the Cummins engine. ENGINE EXHAUST BRAKE An engine exhaust brake shall be installed in the engine exhaust system to serve as a speed retardation device. There shall be an on/off switch located on the instrument panel. The driver releasing the accelerator will activate the brake when the switch is in the "on" position. The exhaust brake shall activate an aggressive downshifting of the transmission to enhance the exhaust brake's performance. EXHAUST SYSTEM The exhaust system shall be installed under the frame with the discharge forward of the rear tires. Body builder shall run exhaust outlet to driver's side. A muffler and .065 wall aluminized steel exhaust tubing supported by bolted on frame brackets shall be installed. Stainless steel flex tubing is to be installed between exhaust pipe and muffler. System joints shall be connected with lapping band clamps. AIR CLEANER The air cleaner shall be Fan #62891 -001 dry type with a replaceable element, it shall have an outside air intake with an ember separator filter and an indicator light in the warning light cluster to show when the air cleaner element requires replacement. COOLING SYSTEM The cooling system shall have sufficient capacity to keep the engine properly cooled under all conditions of road and pumping operations. The radiator shall have top and bottom tanks, the top tank shall be full deaeration and the bottom shall have a drain cock. The cooling system shall contain a 50150 ethylene glycol/water mix suitable for operation to -34 degrees F and shall be shutterless with rapid warm -up features. All radiator hoses shall be silicone. All radiator hose clamps shall be constant torque stainless steel. COOLING SYSTEM FAN The engine cooling system shall incorporate a heavy duty fan, installed on the engine and includes a shroud. Recirculation shields shall be installed to ensure that air which has passed through the radiator is not drawn through it again. SILICONE HEATER HOSE 16 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 All heater system hoses shall be silicone with a stainless steel constant torque clamp approved for use with silicone hose. -• . N 1 • An engine coolant filter with a shut -off valve shall be installed on the engine. The location of the filter shall allow for easy maintenance. TRANSMISSION The transmission shall be an Allison MD 3060P six (6) speed automatic with electronic controls. The transmission shall have two (2) 10 -bolt PTO pads. The transmission shall be plumbed to an external cooler to insure adequate cooling. The transmission shall have two (2) internal oil filters. Fourth gear hold -in range may be accomplished by wiring for a pumping application. The transmission gear ratios shall be: 1st 3.49:1 2nd 1.86:1 3rd 1.41:1 4th 1.00:1 5th 0.75:1 6th 0.65:1 Rev 5.03:1. An Allison pressure sensitive range selector touch pad shall be provided and located to the right of the driver within clear view and reach. * I 1 The transmission, upon start-up, will select six (6) speed operation without the need to press the mode button. 1' 1 All drive lines shall be 1710 heavy duty series with "glide coat" splines on all slip shafts. TRANSNUSSION W The Allison MD series transmission shall be warranted for a period of two (2) years with unlimited mileage. Parts and labor shall be included in the warranty. Any additional warranty on the Allison AM series transmission is to be purchased by the customer through their Allison Distributor. APPARATUS WHUNG PANEL 17 Shakopee Rescue Body on Spartan 11 /20/01 11/20/01 An apparatus wiring panel shall be installed on the officer side bulkhead below the dash and shall include eight (8) open circuits with three (3) 20 amp, one (1) 30 amp, three (3) 10 amp and one (1) 15 amp relays and breakers with trigger wires run to the rocker switch panel. ELECTRICAL SYSTEM A single starting system shall be installed per NFPA 1901. The electrical system shall be 12 volt, suppressed per SAE J551 with six (6) Douglas BCI -31 950 CCA batteries with 210 minute reserve capacity and 3/0 welding type dual path starter cables per SAE J541. Wiring shall be appropriate gauge cross link with 311 degree F. insulation. All wires in the chassis shall be circuit numbered and function coded, in addition the SAE wiring will be color coded. The wiring shall be protected by 250 degree F. minimum high temperature flame retardant loom. The starting system shall be supplied with the following: One (1) Cole - Hersee #2484 master battery switch One (1) Cole - Hersee #EX26654A ignition switch One (1) starter button One green LED indicator for battery "on ". One red LED indicator for ignition "on ". Iggi V a go 1 rejo An ergonomically designed instrument panel shall be provided. The instrument panel shall contain the following red backlit gauges and LED indicators, all within clear view of the driver. One (1) Electronic tachometer with integral digital hour meter One (1) Electronic speedometer. The speedometer shall include a digital odometer /trip odometer One (1) three function gauge with front air pressure, rear air pressure and fuel level One (1) four function gauge with oil pressure, coolant temperature, transmission temperature and volt meter The center of the instrument panel shall contain a cluster of indicator lamps informing the driver of the following: RED LAMPS Low air system one (1) or two (2) Low engine oil pressure High engine coolant temperature High transmission temperature Low coolant level (with option) Air filter restriction Low fuel level (activates at 1/4 full) Stop engine High or low voltage Parking brake set GREEN LAMPS Directional left and right indicators I: 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 Auxiliary braking device active Low traction (indicates wheel slip) (with ATC option) High idle active YELLOW Check engine Check transmission ABS brakes Wait to start (ISB /C/L only) Water in fuel (with option) Engine maintenance BLUE LAMP High beam headlight on An audible warning system shall be provided for the following situations: Low air system Low engine oil pressure High engine coolant temperature High transmission temperature Low coolant level High and low voltage Stop engine Thermal reset circuit breakers and relays shall be installed behind the electrical center cover. A three (3) section, double row switch console shall be provided and shall be an integral part of the engine tunnel, with easy switch access to both the driver and officer. The console will consist of a angled driver's side panel, center main double row panel, and angled officer's side panel. The switch console shall not be an add on type console. The driver's side panel shall include a rocker type headlight switch with instrument lamp slide dimmer, intermittent windshield wiper /washer switch, secondary braking device rocker switch and an auxiliary rocker switch. The center main rocker switch panel shall include twelve (12) LED backlit and labeled rocker switches. The two (2) rows of switches shall be located in the left two sections of the center panel. The remaining right section of the panel shall be left free to accommodate flush mounted equipment. • • • The officer's side switch panel shall be a blank panel with no switches to accommodate flush mounted devices. Ow Shakopee Rescue Body on Spartan 11 /20/01 11/20/01 Power and grounding studs shall be provided and installed behind the electrical center cover for two -way radios. A 40 amp fuse will be located at the batteries for circuit protection. CLASS ONE TOTAL SYSTEM MANAGER WITH AUTO HIGH IDLE A Class One Total System Manager load sequencing and shedding system shall be installed. The sequencer system shall be capable of sequentially energizing up to twelve (12) pre - selected outputs, and capable of shedding up to eight (8) outputs. The system shall also monitor the vehicle's battery voltage. When electrical loads exceed the alternator output of approximately 12.5 volts, pre- selected loads will begin to shut down. A low voltage light and alarm with automatic high idle actuation enabled shall be part of the system. ALTERNATOR A 270 amp 12 volt Leece Neville alternator with integral regulator and #10 screw A.C. terminals shall be installed. The alternator shall be powered by a 12 groove poly belt run in a serpentine configuration with an idler arm. HEADLIGHTS Four (4) rectangular halogen headlamps with separate high and low beams in bright bezels shall be provided. The headlamps shall be equipped with a "Daytime Running" light feature which will illuminate the headlights to 80% brilliance when the ignition switch is in the "On" position and the parking brake is released. Two (2) round side turn signal/marker lights shall be provided on the front cab corners. N L RE ER LAMPS Five I.C.C. cab marker lamps shall be installed on the roof of the cab. The lamps shall be teardrop shaped 3.00" high x 3.75" wide x 11.00" long. FRONT WARNING LIGHTS Two (2) Whelen model 64HO20RU strobe warning lights shall be provided. The outer lamp on each side shall be an amber polycarbonate lens, arrow type directional signal. The lamps shall be installed in bright bezels that match the headlamp bezels. A power supply capable of powering at least four lamps shall be mounted in front of the driver's area on the bulkhead. WARNING LIGHT COLOR The inboard warning lights shall be red in color. 20 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 FLAT FLOOR SFD 20" RAISED ROOF TILT CAB The cab shall be a Spartan Motors Flat Floor, SFD (short four door), 20" raised roof, alu -minum tilt cab, capable of seating six (6) firefighters. The cab shall be of the Eurospace interior design allowing for easy communication inside the cab. The cab overall length shall be 116.00" with 42.00" from the centerline of the front axle to the back of the cab. There shall be no rear cab wall, the entire back of the cab shall be open to the body. The rear opening doors shall be omitted. The rear floor to the headliner shall be 75.00" high. The cab front skin and floor shall be .190" thick aluminum. The inside width shall be 88.00" and the front floor to headliner shall be 75.00" high. All glass used in the cab shall be automotive tint. The windshield shall have a maximum of 2808 sq.in. Area and be of the wraparound design 52.00" wide and 27.00" height for maximum visibility. Left and right windshield shall use the same interchangeable glass. All cab windows shall be the same height as the windshield to provide full panoramic vi- sibility. The front doors shall have a full roll down window 27.00" x 26.00" with a total glass area of 702 sq.in. each. Rubber covered 11" grab handles shall be provided inside the cab on the hinge post at the front doors for entering and exiting the cab. The driver and officer seats shall have an 8" high x 16.25" wide x 18.75" deep compart-ment in the seat box beneath them. The compartment shall have a hinged door with an opening of 6" high x 14.25" wide. Intermittent parallel arm -type electric wipers with separate motors and electric powered "wet arm" type windshield washers shall be provided. Access to the wiper motors shall be through an access panel located on the front cab face. The front cab doors shall be flush, full length type with hidden .375" stainless steel door hinges. All doors shall be equipped with push button type exterior latches, suitable for use with firefighter mittens, and keyed alike locks that are designed to prevent accidental lock -out. The interior latches shall be flush paddle type which are incorporated into an upper door panel. The front doors shall measure 43.00" wide x 77.00" high with .19" thick aluminum skins. The front steps shall be a two (2) step configuration with the lower step constructed of an open grate material and the intermediate step shall be covered with an aluminum plate with a MEBAC finish. The following measurements shall apply: First step: 13.50" deep x 32.00" wide Intermediate step: 8.62" deep x 33.00" wide Ground to first step: approximately 21.00" First step to intermediate step: 11.00" 21 Shakopee Rescue Body on Spartan 11 /20/01 11/20/01 Intermediate step to floor: 11.00" ABS INNER DOOR PANEL TRIM The inner door panels shall be an ABS vacuum formed upper and aluminum treadplate lower. ENGINE COVER A fixed type engine cover shall be provided and shall be a maximum of 23" high from the floor. The cover shall be of fiberglass composite, sound deadening construction with a vacuum formed top. The underside of the cover shall be heavily insulated with 1" multi-layer foam with a non - conductive Mylar backing and held in place with adhesive and aluminum pins and retention caps. The cover shall be equipped with a hinged access door to permit routine engine fluid checks without the need of tilting the cab. The cover shall incorporate the integral rocker switch console. INTERIOR LIGHTING The cab interior lighting shall consist of the following: A Blue dome lamp shall be located over each seated position. The overhead lamp shall be activated by its respective door when opened and as well as being activated by an individual switch on the light fixture. A two (2) light module consisting of dual swivel map lights shall be located in the headliner, over the engine tunnel. DOOR AJAR LIGHT A red flashing door ajar light shall be located in the headliner, centered in the cab. The light shall be 6.00" long x 2.50" wide x 1.75" high and labeled "Do Not Move Apparatus ". The light shall be wired to indicate an open door on the cab when the parking brake is released. ENGINE TUNNEL LIGHT A work light shall be provided and installed under the engine tunnel. DRIVER SEAT Drivers seat shall be high back Seats Inc. 911 "Universal" 4 -way air suspended type with air control valve located at lower front of seat. The suspension mechanism shall be enclosed by a rubber bellows. The seat shall be equipped with a 3 -point shoulder harness with lap belt and an automatic retractor. OFFICER SEAT The officer seat shall be a Seats Inc. 911 "Universal" 2 -way high back. The seat shall have tapered and padded seat cushion and back with a minimum of 39.00" from the cushion to the headliner. A recessed 22 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 walk -away SCBA bracket shall be furnished. The seat shall be equipped with an integrated 3 -point shoulder harness with lap belt and an automatic retractor built into the seat frame. SCBA CREW SEATS Two (2) outboard rear facing Seats Inc. 911 "Universal" SCBA style seats for the quick donning of an air pack shall be provided. The seat back shall include a vertically split hinged headrest and tank retention clips. A removable padded vinyl cover shall be supplied over the SCBA cavity. Each seat shall be equipped with an integrated 3 -point shoulder harness with lap belt and an automatic retractor built into the seat frame. SCBA CREW SEAT One (1) center rear facing Seats Inc. 911 "Universal" SCBA seat for the quick donning of an air pack shall be installed in the crew area. The seat back shall include a vertically split hinged headrest and tank retention clips. A removable padded vinyl cover shall be supplied over the SCBA cavity. The seat shall be equipped with an integrated 3 -point shoulder harness and lap belt with automatic retractors built into the seat frame. ENTERIORPAINT The interior metal surfaces of the cab shall be finish painted the same color as the exterior color or the lower exterior color with a two -tone. ABS INTERIOR TRIM The cab interior dash and header trim shall be ABS. VOYL COVERED SEATS The seats shall be covered with a 45 oz. Red vinyl material. INTERIOR VINYL AND FLOOR MAT The cab interior vinyl and ABS trim surfaces, including the seats shall be charcoal marbled red in color. The pebble grain, non -slip vinyl covered, foam backed, sound deadening, multi-layer insulating floor mat shall be black. The upper floor surface of rear chassis crew cab area shall be overlaid (over the vinyl mat) with 4 -way aluminum treadplate, custom fitted and secured with flush fasteners. B:EATER/DEFROSTER 23 11/20/01 Shakopee Rescue Body on Spartan 1 1/20/01 A 57,600 btu, front overhead heater and defroster shall be provided. The heater shall be located above the windshield between the padded sunvisors. The heater shall contain temperature and blower controls. It 1 11 1 The cab shall have a combination heater /air conditioning unit mounted on the engine tunnel. The air conditioning evaporatoriheater unit with eight (8) adjustable louvers, a temperature control valve and two (2) three speed blowers is capable of circulating 550 cubic feet of air per minute. This unit is rated at 42,500 BTU for cooling and 36,000 BTU for heating. The air conditioning condenser is 42.00" wide x 10.46" deep x 10.00" high. It is capable of circulating 1250 cubic feet of air per minute and is rated at 41,000 BTU's. The condenser will be located on the left side of the roof of the cab parallel with the side of the cab. The air conditioning compressor will be an engine driven Seltec TM -16. A seasonal shut -off valve for the heater will be supplied at the front of the right hand corner of the cab. CAB TILT ACTUATION The entire cab shall tilt 45 degrees to allow for easy maintenance of the engine and transmission. The cab tilt actuation shall be with an electric over hydraulic lift pump with a control box on a penant for safe visual operation. The lift system shall have an ignition interlock and red lock down indicator lamp which shall illuminate when holding "down" switch to indicate safe road operation. It shall be necessary to activate the master battery switch in order to tilt the cab. Two cab tilt cylinders shall be provided with velocity fuses in each cylinder port. The cab pivots shall be 1.90" ball and be anchored to frame brackets with 1.25" dia. studs. Two spring loaded hydraulic hold down hooks outboard of the frame shall be installed for holding the cab securely to the frame. A steel safety assembly shall be installed on the right side cab lift cylinder to prevent accidental cab lowering. The safety assembly shall fall over the lift cylinder when the cab is in the "up" position. A cable release system shall also be provided to clear the safety assembly from the lift cylinder when lowering the cab. A polished stainless steel front grille, 31.25 "W x 21.75 "H, with a free air intake area of 310.2 sq.in., shall be installed on the cab front. Full width wheel well liners shall be installed on the extruded cab. The liners shall be 16" wide ABS plastic, with the outer fenderette 2.38" wide polished stainless steel. 24 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 CAB SIDE WINDOWS Cab shall have two sliding windows at the rear cab sides, behind the front doors, mounted in black anodized aluminum frames with lower drain slots. The sliding windows shall have two lock open positions and shall lock in the closed position. Windows to be horizontal sliding. EXTERIOR CAB ASSIST HANDLES Two (2) 18" knurled anti-slip one piece stainless steel exterior assist handles shall be installed, one (1) behind each cab door. CAB NEIRRORS Two (2) West Coast style rear view mirrors, with flat 16" x 6" head and 7 1/2" lower convex mirrors shall be provided. The mirror heads shall be mounted on stainless steel bow swing away -type arms, aluminum center mounted to produce less vibration. TWO TONE PAINT The cab shall be painted two tone with a finished break line below the cab windows through the mirror brackets and door handles. All cab painting must be completed prior to the installation of glass, accessories or any other cab trim to assure complete paint coverage and maximum corrosion protection. The entire cab must be disc ground to remove any surface oxidation or surface debris that may hinder the paint adhesion. Upon the application of required body fillers and their preparation, the cab shall be primed with a coating designed for corrosion resistance and surfacer -paint adhesion. The entire cab then shall be coated with an intermediate surfacer that is designed to fill minor surface defects, provide an adhesive bond between the primer and the paint, and improve the color and gloss retention of the color coats. The cab shall be finish sanded and painted with two (2) to four (4) coats of an acrylic urethane type system designed not only for color retention but to resist acid rain and most atmospheric chemicals found on the fire ground or emergency scene. The maximum overall film thickness of the top coat shall not exceed five (5) mils. The Spartan Sikkens FLNA paint shall be warranted for seven (7) years against cracking, checking or peeling and loss of gloss caused by chalking or fading. Cab underside and doors shall be rustproofed with a ten (10) year or 100,000 mile warranty certificate against perforation issued in the Fire Department's name. SERVICE MANUAL AND PARTS LIST A chassis service manual and illustrated parts manual with wiring and air plumbing diagrams shall be provided. The wiring and plumbing diagrams shall be specific to the chassis model. OR Shakopee Rescue Body on Spartan 11 /20/01 ENGINE AND TRANSMISSION SERVICE MANUAL 11/20/01 One (1) engine operation and maintenance manual and one (1) transmission service manual shall be provided. 1' " 1 g UK U R31 1 go P A 2.5 lb. BC DOT approved fire extinguisher shall be installed at drivers area in the cab. o 011 All electrical circuit wiring installed by the apparatus body builder shall be stranded copper alloy conductors of a gauge rated to carry 125% of the maximum current for which the current is protected. Wiring shall be colored and/or printed with circuit function code over each conductor's entire length. All wires shall be of sufficient size so that voltage drop in any electrical device shall not exceed 15 %. When furnished, air horns, electric siren, electronic siren speakers, and other audible emergency equipment shall be mounted as low and as far forward on the apparatus as practical. Audible warning equipment shall not be mounted on the roof of the chassis cab. Axle housings shall clear the road surface by at least 8" and an angle of departure of at least 8 degrees shall be maintained at rear of the vehicle when fully loaded. The specified "Door Ajar" indicator light shall be mounted inside chassis cab so as to be visible to the driver. An accident prevention sign shall be located at the rear step area of the vehicle to warn personnel that standing on the step while the vehicle is in motion is prohibited. ►�►; : X��.Y►� t�771a1(�lrl Y [�]►`f.Y.�7��1 it [�iC�]:i:7�.Y�lil : ' ' ���7 11 ��7�A Engine limiting speed governor shall be tested, upon arrival to the apparatus body builder's factory for compliance with the maximum no -load engine operating speed, as determined on appropriate engine power curve sheet. Apparatus body builder shall make available to Customer: actual bare chassis 4 -point weights, actual bare chassis 4 -point top frame rail heights, and actual suspension deflection amount with imposed weights of 4,000 lbs., 8,000 lbs., and 16,000 lbs. Specified rear amber turn lights shall not be activated by brake lights. Rear suspension brackets, left and right sides, front and rear, shall be caulked with silicone sealant preventing build -up of road salts and moisture that may cause future corrosion of bracket -to- frame -rail attachment points. All chassis frame rail mounted brackets, supports, and apparatus body subframe components shall be bolted to the frame rail sides. No holes shall be drilled in the frame flanges, only the web shall be drilled. No welding shall be allowed to the chassis frame, web, or flanges, ahead of the rear most suspension 11/20/01 Shakopee Rescue Body on Spartan 1 1/20/01 brackets. Cab tilt control console shall be mounted in a protected area so as to be conveniently accessible, allowing observation of cab tilt while operating from a safe location. One (1), each, SCBA mounting brackets to accommodate Scott 4.5 45- minute /4500 psi composite tanks shall be furnished, installed in recessed area of the Officer's (passenger side) forward facing seat back cushion of the chassis that is intended for SCBA use. NFPA compliant collision restraint straps as qualified for forward facing seating positions to be provided on each bracket. Three (3), each, SCBA mounting brackets to accommodate Scott 4.5 45- minute /4500 psi composite tanks shall be furnished, installed in recessed area of each rear facing seat back cushion of the chassis that is intended for SCBA use. Restraint straps as qualified for rear facing seating positions to be provided on each bracket. The original custom chassis engine exhaust system shall be disassembled and modified as necessary to prevent component interference with the specified compartment floors /runningboards. Fabricated steel or aluminum heat deflector plates shall be provided where necessary to protect these same components from excessive radiant heat. Any added exhaust components shall maintain original inside diameter, and shall be of the clamp - connection type for ease of disassembly and replacement. Exhaust outlet shall be relocated from standard passenger side so as to terminate below body compartment floor ahead of rear wheels on driver side of vehicle. A Kussmaul model 091 -9 -1200 Pump Plus with 120- volt/40 -amp air compressor and battery charger, capable of maintaining a single battery bank/system with up to six (6) batteries shall be furnished and installed interior chassis cab, accessible for inspection. Installation to include a visual charge indicator display, visible from ground level with open driver's door. Air compressor/battery charger shall be wired to the specified exterior mounted 120 -volt shoreplug, wiring protected by coated fabric loom. An air coupler "shoreline" shall be furnished, consisting of exterior male coupler with built -in check valve, appropriate high pressure vinyl air line tubing with brass fittings, panel mounted NRS brass screw gate valve with exterior control knob, and matching female coupler with built -in check valve (for use with Customer's station air line). Air shoreline shall be piped to chassis primary air system reservoir, so as to allow "keep- full" of the chassis air system when connected to Fire Station air supply. The coupler shall be located on driver's seat riser outboard side, interior of cab. Engine cooling system chassis cab heater return line(s) shall be equipped with 1/2" i.d. bronze NRS screw type gate valve(s) and 5/8" i.d. neoprene rubber heater hose(s) extending to specified auxiliary heater(s). An additional 1/2" bronze NRS gate valve to be provided on auxiliary heater -to- engine return line. Gate valves shall allow shut down of any or all of the remote auxiliary heating systems that are downstream of the chassis cab heater, should a leak develop. The specified squad cab hot water type heater core shall be piped to the engine coolant system, installation to include: a 12 -volt in -line Groco "free -flow" centrifugal nylon bodied coolant pump, additional high grade coolant hose with stainless steel screw type hose clamps, and chassis cab dashboard mounted toggle switch control with engraved nameplate to read: "COOLANT PUMP." Installation of the 27 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 coolant pump shall provide improved coolant flow to assure adequate auxiliary heater core temperature during extreme winter conditions. A manual recessed shoreplug with gray weatherproof spring loaded cover shall be furnished and installed inside chassis cab door opening driver's side, conveniently accessible from ground level. Back side of shoreplug shall be equipped with protective cover, wiring to be enclosed inside coated fabric loom extending into chassis cab interior to power the specified 110 -volt powered accessories. Four (4), chassis cab interior mounted 120 -volt plug -in receptacles shall be furnished each with: surface mounted cast aluminum receptacle box, duplex 120 -volt 3 -wire household plug -in receptacle, metal duplex cover plate, protected wiring to the specified shoreplug, and engraved nameplate to read: "120 - VOLT SHORE POWER." Duplex boxes to be located: two (2) outboard forward engine housing and two (2) outboard rear facing seat positions. Three (3), 120 -volt plug -in receptacles shall be furnished, in crew area with location to be determined at "Pre - Build ". Each receptacle to include: surface mounted cast aluminum receptacle box, 2 -plex 120 -volt 3 -wire household plug -in receptacle, metal 2 -plex cover plate, protected wiring to the specified shoreplug, and engraved nameplate to read: "120 -VOLT SHOREPOWER." A neoprene rubber "inflatable" rear chassis cab surround boot shall be furnished, allowing for a sealed pass - through flexible joint between back of tilt style chassis cab and front panel of specified midship crew compartment. Boot shall remain inflated with chassis air pressure, deflatable for cab tilting. The specified front and rear driver's and passenger's side wheels shall be equipped with chrome plated friction fit lug nut covers and center hub cap covers. Covers to be installed after proper torquing of wheel lug nuts. Driver's side and passenger's side front fender and rear body wheelwell extension mudflaps shall be furnished, made of fabric reinforced neoprene rubber, bolted to the front fender liner and rear wheelwell bulkheads using stainless steel strap brackets and bolts. Mudflaps shall extend approximately 10" below runningboard level. A Cast Products brushed aluminum leading edge vertically hinged fuel fill door shall be furnished, bolted in position, located driver side apparatus body rear wheelwell. "DIESEL FUEL ONLY" nametag to be furnished, on the interior door. A minimum 2" threaded brass vented fuel fill cap shall be furnished, located inside fuel fill door, piped to the underbody diesel fuel tank with: minim 1 -1/2" i.d. reinforced fuel fill hose and nylon tubing air vent extending from top of underbody fuel tank to top of fuel fill neck. } 1 ' • • 1 Mill i 1 11111 i • A custom designed and fabricated intra -body crew cab /command area shall be furnished, located ahead of the specified exterior side rescue body compartments and behind the chassis cab. The cab shall be integral with the compartmented rescue apparatus body and squad roof cap, totally separate from and only connected to the tilting style chassis cab by the specified (see Chassis Modifications) weatherproof boot located at the specified pass - through area. The forward crew /command cab area shall incorporate the 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 following specified: passenger side access door with recessed multi-level step, stand -up /walk - around interior area, driver side inboard facing seating for four (4) persons with SCUBA's and under seat trays, horizontal lower level under floor driver side and passenger side exterior compartments, passenger side interior command desk with under desk shelved compartment, and other interior and exterior enhancements as per the following specifications. The crew cab shall be a minimum of 100" exterior width (94" inside), 97" long (front wall to back closets), 106" exterior height (above exterior rubrail level), and 75" interior stand -up height. Maximum overall height of squad cab roof, from the ground, shall not exceed 130" (top of recessed light tower). 1 :•1 li ig The following intra -body cab structural components shall be fabricated of minimum 12 -gauge galvanneal steel: front upper and lower center panels, full height driver's and passenger's side forward corners (passenger's side with integral curb door jamb), mid -level side walls (above under floor compartment doors), and upper level side walls (with window cut - outs), floors, ceilings, and walls of specified exterior side compartments. The following cab components shall be fabricated of .125" 5052 -H32 smooth aluminum: curb side crew access door exterior panel, and miscellaneous interior cab Naugahyde covered fabrications. The following cab components shall be fabricated of .125" polished 4 -way aluminum treadplate C -102 pattern: interior cab floor and step well, interior panel of curb side crew access door, and interior below command desk compartment/shelving unit. The specified squad roof and infra -body cab exterior removable roof/ceiling panels shall be fabricated of .187" polished 4 -way aluminum treadplate. 3.2 CREW CAB CONSTRUCTION METHODS: The entire forward intra -body cab area shall be precision machine fabricated "concealed-bolted- construction", and properly reinforced without the use of angles or structural shapes. Bolted construction shall allow for individual removal of specified fabrications. Mating flanged areas of individual fabricated cab components shall be bent inboard so that their screw type fasteners are not visible from the exterior. All cab screw type fasteners shall be stainless steel "low profile" button socket head cap screws, size of fastener and spacing shall provide for maximum structural integrity and no leakage in flanged area between fasteners. All nuts shall be stainless steel hex, Ny -Lok, designed to prevent loosening. Where possible, only button socket head cap screw heads are to be exposed to exterior, with nuts located inside crew cab. Exposed exterior nut fasteners, used only where absolutely necessary, shall be polished stainless steel "acorn" covering fastener threads. Hex head, truss head, phillips pan head, or other large profile fasteners shall not be used for assembly of fabricated components. The following fabricated intra -body cab components shall individually removable for future repairs or modifications: passenger's side forward corners, lower level compartment be bolted in position, easily separated and center transverse front panels, driver's and segments, interior step risers, driver's and 29 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 passenger's horizontally sectional rear sides, roof perimeter assembly, and top roof panels. Removal of any one of the above specified cab components shall not require disassembly or removal and repainting of adjacent bolted component. Intra -body cab center front panels shall have perimeter fabricated flanges, bottom panel cut -out for chassis frame rails, top panel bolted to roof cap, both panels bolted to full height front infra -body cab comers. Driver's and passenger's forward intra -body cab comers shall be full height of cab sides, with double broke inboard center panel mating flange, outboard front 2" radius comer, and rear double flange forming forward cab vertical crew and compartment door jamb(s). Horizontally sectional rear cab sides shall have perimeter mating double flanges, forming rear doorjamb for specified curb side crew access door, top doorjamb of lower level exterior compartments, and vertical exterior body seams. Upper level cab sides to have window cut -outs, size and location as follows. An intra -body cab "yoke" style subframe shall be furnished, constructed of welded heavy wall steel tubing. Rubber cushion vibration isolators to be furnished, four (4) per side, so as to allow flexing of chassis frame rails independent of cab yoke subframe. Horizontal members, supporting driver's and passenger's side lower level compartment floors, shall be 3" x 3" x .188" wall rectangular steel tubing. To allow for maximum depth, exterior lower level compartments, vertical subframe members shall be 2" x 3" x .250" wall rectangular steel tubing. Top horizontal over -the -frame cab floor supports to be 3" x 1 -1/2" tubing, providing maximum interior cab stand up head room. All intra -cab subframe vibration isolator brackets shall be attached to the chassis frame with hardened steel bolts, bolt holes machined through chassis frame side webs. Subframe lower level horizontal supports shall be positioned so as to provide approximately 22" (with truck fully loaded) from ground to top of cab rubrails. NOTE: Apparatus body subframes which are fastened to chassis channel frame with U- bolts, sandwich clamps, or other temporary fastening methods are not acceptable. DRIVER'S SIDE AND PASSENGER'S SIDE CONFIGURATION: The forward intra -body crew area shall include: driver's side 5" wide front body corner with forward outboard radius, driver's side lower level (under -floor) 92" wide horizontal compartment segment, 4" wide back compartment segment vertical door jamb, second driver's side lower level (under -floor) 34" wide horizontal compartment segment, passenger's side 20" front corer with forward outboard radius, 30" wide curb side crew access door, and 79" wide lower level (under -floor) horizontal compartment segment. The total exterior length of the forward intra -body crew cab, ahead of the apparatus body wheelwell segment, shall be 135 ". CREW CAB ROOF: The forward intra -body crew cab roof shall be integral with (a continuation of) squad cab roof, consisting of. front transverse aluminum extrusion,, rear transverse aluminum fabrication, driver's and passenger's side full length aluminum extrusion, and top .187" aluminum roof/ceiling panels. Front extrusion shall all 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 have a 2" radius outboard top corner, and rear transverse roof cap perimeter fabrication shall be notched 3" to allow for recessed mounting of specified rear lightbar. Side roof cap perimeter extrusions shall have 2" radius outboard top corners, and bottom double flange forming integral crew cab top doorjamb area(s) and mating flanges for crew cab sides. Rear transverse roof cap perimeter fabrication, forward transverse and driver's and passenger's side roof cap perimeter extrusions shall have "offset" top flange for flush mounting of specified removable exterior roof panels. Front transverse and side extrusions shall meet with a "ball cap" spherical corner. The assembled roof cap perimeter shall be bolted to and removable from the front, rear, and side forward crew cab and squad cab panels using concealed stainless fasteners. The exterior roof panels shall be flush with, bolted to, and individually removable from roof cap perimeter fabrications and extrusions for ease of repair or replacment. A forward intra -body cab walk- through opening shall be provided, in line with and same size as rear chassis cab walk- through opening. The specified neoprene rubber inflatable flexible weatherproof boot shall perimeter line (top and sides) the walk - through opening, permanently attached to the chassis cab or intra -body cab. Boot to be installed after finish painting. One (1) each, passenger /curb side infra -body cab door opening shall be provided, extending vertically from exterior cab step /rubrail to roof cap extrusion, with interior stepwell and dual intermediate 4 -way aluminum steps. Curb side door opening to be 102" high x 30" wide, door design as follows: NOTE: Door height shall be within four (4) inches of overall crewcab height (above body rubrail) for maximum entry/exit head room. Passenger's side "flush" infra body cab access door shall be furnished, minimum 2" thick, with U- formed .125" smooth aluminum outer panel. Removable single piece polished 4 -way aluminum treadplate inner liner shall be custom fit to door perimeter flange, installed after finish painting with stainless screw fasteners, nut -serts, and silicone sealant (tapping of door flange will not be allowed). Passenger's side cab door shall be equipped with: upper and lower (dual) rotary-slam passenger restraint approved latches, chrome plated lever style exterior door handle, large recessed polished stainless bent D -ring interior door handle (spring loaded to horizontal), removable clip -on hollow core neoprene rubber weatherstripping on perimeter door jambs, upper and lower nylon reinforced strap type door stops bolted to door and door jamb, stainless steel spring loaded top doorjamb mounted door prop, and machine polished stainless steel full height piano hinge bolted to door and forward cab side. Interior cab door liner shall be equipped with diagonally mounted 1 -1/4" polished stainless tubular railing with chrome plated bolted bracket and tubing underside non -slip surface strips. Interior of intra -body cab door, between outer panel and inner liner, shall be packed with foam soundproofing material. The rear intra -body cab full height vertical doorjamb shall be Iined with machine polished stainless angular trim molding, for paint protection. Passenger's side intra -body cab access door dual level step shall be furnished, lower level step located immediately below and full width of door, mounted at same level as body rubrails. Second level step to evenly divide distance from rubrail to interior floor. Step surfaces shall be fabricated of .125" polished 4- way aluminum treadplate. Vertically mounted 1 -1/4" polished tubular railing with chrome plated bolted brackets, under bracket surface gaskets, and tubing non -slip surface strips shall be furnished, exterior passenger's side trailing edge of curb side crew door opening. 31 Shakopee Rescue Body on Spartan 11 /20/01 11/20/01 Full length machine polished extruded aluminum drip molding shall be furnished, bolted in position immediately above passenger side cab door opening. Drip molding shall be drilled/fitted prior to and installed after final painting. All of the specified tempered glass window units shall have black anodized extruded aluminum exterior window frame with interior perimeter clamp -ring surround. Window unit exterior underside flange shall be silicone seal- caulked prior to installation in the window cut -out of the finished painted cab panel. Window unit clap ring retainer fasteners shall be interior crew cab only. Specified permanent window units shall have outboard "tinted" tempered glass window panel with vinyl glazing weatherstripping. Specified sliding tempered glass window units shall have: multiple channel exterior window frames, leading edge outboard "tinted" tempered glass window panel, trailing edge inboard "tinted" tempered glass window panel, interior sliding window panel latch, and removable interior vinyl mesh screen with aluminum surround frame. All permanent and sliding glass window units shall have continuous formed extrusions with 3 -3/16" radius comers. NOTE: 90 degree mitered window frames are not acceptable. Tempered glass window units shall be provided: 22" wide x 30" high upper curb side crew cab door. Top of driver side and passenger side crew cab side windows and upper door window shall be "in- line ", approximately 3" below specified extruded aluminum door drip cap. Two (2), tempered glass window units shall be provided, located one (1) driver's side upper crew cab side wall (above inboard facing seating) and one (1) passenger's side above interior command desk (rear of curb side access door). Tempered glass window units shall have matching Black anodized extruded aluminum frames, tinted glass, and all other features and installation methods as specified above. Driver's side window unit shall be at least 65" wide x 20" high. Passenger's side window unit shall be at least 35" wide x 20" high. The above specified forward crew cab window(s) shall be horizontal sliders with screens. • •,�• 9 Two (2), exterior driver's side lower level compartments shall be furnished, located below specified interior crew cab floor. Forward compartment shall be at least 92" wide x 16" interior height x 27" interior depth, back compartment (ahead of rear wheelwell segment) shall be at least 34" wide x 16" high x 27" deep, compartments to be equipped with "sweep -out" single piece floor and "flush" bottom hinged (drop -down) door, with: large polished stainless steel bent D -ring door handle, two (2) rotary slam latches, machined polished stainless steel piano hinge, removable inner door 4 -way aluminum liner, hollow core doorjamb weatherstripping, and doorjamb surround polished stainless steel trim moldings. The forward driver's side lower level horizontal compartment shall accommodate Customer's furnished Stokes basket type stretcher with dimensions of 88" x 24" wide x 8" deep. A removable full length, full depth aluminum shelf shall be provided, located 9" above floor, allowing for additional equipment storage 32 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 above the floor mounted Stokes basket. The back driver's side lower level compartment shall have an eight -place pigeon hole spare SCBA bottle rack. One (1), exterior passenger's side compartment shall be furnished, located rear of curb side crew cab door. Compartment shall be at least 79" wide x 16" interior height x 27" interior depth, equipped with "sweep - out" single piece floor. Compartment door shall be "flush ", bottom hinged (drop - down), with: large polished stainless steel bent D -ring door handle, two (2) rotary slam latches, machined polished stainless steel piano hinge, removable inner door 4 -way aluminum liner, hollow core door jamb weatherstripping, and door jamb surround polished stainless steel trim moldings. The above specified under floor compartment shall be equipped with a single vertically adjustable fabricated aluminum shelf. Passenger's side interior dual level stepwell shall be provided, at least 30" wide x 11" deep, evenly dividing step height from exterior rubrail/step to interior floor /walk -way. Step risers shall be rear outboard sloping, providing maximum step surface depth while maintaining maximum interior crew /command cab floor width (side -to- side). Step surface, back riser, and stepwell sides shall be bolted in position and easily removable. The interior intra -body crew cab walkway floor shall have treated or metal lined wood core under layment bolted to specified body subframe. Under layment shall provide insulated reinforced floor support to specified walkway floor liner. The interior crew cab floor shall be at least 68" (forward portion) x 44" (back portion) side -to -side, extending between driver's side seat riser and foward passenger's wall. Floor to be bolted through the specified underlayment to the cab subframe, approximately 6" above chassis frame rails (level with chassis cab rear crew area floor). Interior cab floor shall extend from specified forward cab wall to rear interior crew /command cab closets, at least 97" front -to -rear, continuing a closet floor, to forward transverse bulkhead of wheelwell segment. The specified polished 4 -way aluminum treadplate interior crew cab seat/riser, inner door liners, and recessed step risers shall provide for scuff resistant surfaces. All fabrications and/or overlays must be bolted in position and easily removable, back side coated and installed over after finish painting. The crew cab interior shall provide an unobstructed stand-up/walk-around area of at least 44" interior width, 100" interior length, and minimum 75" height (floor -to- ceiling). The crew cab interior walls shall be soundproofed using Antiphon -13 sound dampening pad and 3/4" minimum perforated black vinyl covered foam material. Self- adhesive sound dampening pad to be overlaid on all flat metal surfaces, including full width and height of front panel (above rear facing seat), side panels (around window opening), and interior outboard panels of crew cab door(s). Perforated vinyl covered foam material to be installed, over sound dampening pad, in same specified areas, trimmed at window openings with window unit clamp ring bezels. All interior padded material seams shall be covered with black textured Naugahyde covered aluminum fabrications, bolted in position and removable. At any seat location, the maximum interior noise level shall not exceed 84 DBA with vehicle traveling 45 33 Shakopee Rescue Body on Spartan 11 /20/01 MPH without audible warning devices in operation. 11/20/01 Prior to delivery, the interior crew cab areas shall be "SOUND TESTED" with the specified siren, air homs, and other audible emergency warning devices in operation at normal highway speeds. Additional sound tests shall be provided with chassis cab windows open, chassis and crew cab windows open, with and without audible equipment in operation. Sound test results /verifications shall be provided to the Purchaser upon completed delivery. All bids shall include color photos of the proposed crew cab exterior and crew cab interior, including: headliner fabrications, seating arrangement, door and interior recessed step arrangement, and window design and locations. The crew cab area ceiling shall be lined with pebble grain fiberglass covered paneling screwed to the bottom flange of the specified roof support bows. The void area between ceiling paneling and exterior roof panels shall provide adequate depth for recessed mounting of the specified lighting fixtures. Foam or fiberglass insulation shall be installed between ceiling and roof panels, so as to provide soundproofing in addition to insulation qualities. SEATING: Seat height, from seat bottom cushion to interior crew cab floor, shall not exceed 20 ", each seating position shall have minimum width of 22" at shoulder level. A 4- abreast inboard facing seating area shall be furnished, driver's side full length of crew cab. A full width or 2 -piece sectional removable seat bottom cushion(s) shall be furnished, totalling at least 92" wide x 26" deep (minimum 15" ahead of SCUBA back cushions), with plywood bottom, heavy foam rubber cushion wedge - sloped to rear, and black naugahyde covering. A full width interior crew cab side wall reinforcement panel shall be furnished, designed to provide reinforced mounting of seat back cushions, seat lap belts, and SCUBA brackets with restraining straps. Four (4) individual black Naugahyde covered foam U- shaped contour back and head cushions shall be furnished, evenly spaced across driver's side interior crew cab wall. Four (4) walk -away SCUBA brackets with restraining straps shall be furnished, installed recessed into specified U- shaped back/head cushions. Four (4) gray (contrasting color) vinyl retractable seat belt assemblies to be furnished. Two (2) black naugahyde covered foam side cushions shall be furnished, one (1) on drivers side interior front corner, one (1) on driver side closet wall, for front and back seat arm protection The above specified seat cushion shall be installed on a full length fabricated 12 -gauge stainless steel housing, forming a open storage area below /full length of/full depth of driver's side 4- abreast seating area. Two (2), 40" wide x 20" front -to -rear x 10" deep fabricated aluminum trays shall be furnished with Grant cadmium plated roller slides and floor mounted slide brackets. Trays shall "roll -out" from beneath seat cushion, into crew cab walkway /floor area. Design and size to accommodate four (4) individual sets of dive gear, to include: dive mask, weight belt, flippers, gloves, etc. CREW CAB INTERIOR LIGHTING AND VENTILATION: Four (4), each 5" diameter 12 -volt chrome plated interior crew cab ceiling mounted lights with clear lens 34 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 shall be furnished, activated by automatic door switches and a single panel mounted illuminated rocker switch with back -lit nametag. Two (2), 7" diameter 12 -volt chrome plated interior crew cab ceiling mounted lights with blue lens shall be furnished, equipped with panel mounted illuminated rocker switch and back -lit name tag, identified as: "BLUE LIGHTS ". Driver's and passenger's side interior stepwell mounted chrome plated 12 -volt shielded light fixtures shall be furnished, "ON" with chassis cab head lights, so as to provide stepwell lighting with doors opened or closed. Two (2), 120 -volt 48" dual -tube fluorescent light fixtures shall be furnished, wired to the specified generator system and equipped with a single interior squad cab mounted light switch. Fluorescent light fixtures shall be recessed "flush" into interior squad cab ceiling, so as to not obstruct head room, equipped with removable plexiglass light lens. Fluorescent light fixtures shall be located:evenly spaced above interior floor (ahead of closets). A 24" 2-bulb flourescent recessed light fixture shall be furnished, located overhead the command desk, individually switched. Fixture to be surface mounted to ceiling, non - recessed style, switched "on" with other specified 110 -volt interior lighting. One (1) 12 -Volt Squad interior ceiling - mounted Fan-Tastic Model 4000R, 3 speed recessed exhaust fan to be provided with Maxxair vent cap (clear with smoke tint) for proper air exchange. ' 1 • • 1'. 1 • l • If Ig®r or A hinged top enclosed command desk/records storage compartment is to be furnished, located interior crew cab area. Command desk shall be constructed of .125" smooth sheet aluminum, minimum 4" deep at forward portion, rising to 8" deep at rear. A lift -up command desk top shall be furnished, with: full width 1" raised lip at bottom, full width stainless steel piano hinge at top, and under top perimeter flange with rubber weatherstripping. An additional lift -up hinged clear plexiglass cover shall be furnished to allow under glass placement of maps, etc. and wax pencil marking of top surface. A Trans /Air or equal 26,000 BTU interior crew cab ceiling mounted combination heater and air conditioner evaporator shall be furnished, complete with: engine coolant heater lines extending from engine compartment to overhead heater core, air conditioning refrigerant lines extending from chassis air conditioning system to crew cab overhead evaporator, interior crew cab ceiling mounted evaporator heater core unit with air grilles and 12 -volt multiple squirrel cage fans, evaporator condensation drain line to exterior under crew cab, with interior controls. Refrigerant and heater coolant hoses, where inside crew cab, shall be fully enclosed inside black Naugahyde covered aluminum fabrications. Cooling and heating temperature shall be controlled by interior chassis cab dashboard mounted heater /air conditional controls. Hot water heater to be piped to chassis engine cooling system "down stream" of interior chassis cab heater. Heater lines shall extend from exterior chassis cab heater to specified crew cab heater and return to engine. Heater lines to be gated to prevent loss of engine coolant in the event of ruptured cooling line and also to allow shut down of heating system during summer time operations. 35 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 An enclosed shelving unit shall be installed, rear of curb side crew cab access door, ahead of interior passenger's side closet, below specified command desk. Shelving unit to include infinitely adjustable shelf tracks and at least four (4) full width/full depth double flanged shelves with track clamps. An Amdor "clear slat" shutter style door shall be furnished, full height and width of shelving unit, designed to allow view of interior with door closed. The back wall of the interior crew cab, rear of passenger's side command desk and driver's side SCUBA seating, shall be configured with two (2) outboard full height closet areas at least 78" high x 36" wide x 38 "/20" deep. Exterior closet walls to be fabricated of smooth aluminum with swirl finished interior and exterior surfaces. Access to interior closet areas shall be through 24" wide x floor -to- ceiling high diagonal openings left and right sides of specified centerline shelving cavity. Interior ceiling of closets to be equipped with hooks or coat hanger rail, design and location per Customer approval. At least two (2) S" diameter 12 -volt closet ceiling lights shall be furnished per closet with light switching located adjacent to command desk. A shelving cavity shall be provided, centerline rear interior crew cab, extending from floor level to ceiling, at least 18" wide x 20" front -to -rear (deep). Shelving cavity to be located between specified full height driver's side and passenger's side closets. At least four (4) perimeter double flanged swirl finish aluminum shelves shall be bolted in position, location to be determined at specified Pre - Construction Conference. Side walls of shelving cavity shall have multiple machined holes for future shelf level adjustment. The front vertical opening of shelving cavity shall be equipped with a two -piece cargo net. 4.0 RESCUE SQUAD CAB: A custom designed and fabricated fully enclosed squad cab shall be furnished, located above and integral with specified compartmented Rescue apparatus body, rear of and integral with specified intra -body crew cab. The squad cab exterior dimensions shall be a minimum of 100" wide (side -to- side), 107" long (front -to- rear), and 106" high above rubrail level (36" above exterior side compartment doors). Maximum overall height from ground to top of squad cab roof cap shall not exceed 128 ". The entire squad cab module shall be precision machine fabricated "concealed- bolted - construction ", and properly reinforced without the use of exterior angles or structural shapes. Bolted construction shall allow for individual removal of specified fabrications. Flanged areas of individual fabricated squad cab components shall be located inside the squad cab area so that their screw type fasteners are not visible from the exterior. All screw type fasteners shall be stainless steel "low profile" button socket head cap screws, size of fasteners and spacing shall provide for maximum structural integrity and no leakage in flanged area between fasteners. All fastener nuts shall be stainless steel hex, Ny -Lok or equal, designed to prevent loosening. The following fabricated squad cab components shall be integral with full height (body rubrail level to squad roof cap) apparatus body fabrications, easily separated and individually removable for future repairs or modifications: driver's and passenger's side rear corners, and rear squad cab door jambs. 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 The driver's and passenger's upper level vertical squad cab sides shall be full length single piece fabrications with integral perimeter flanges bolted to: rear vertical flanges of upper crew cab sides (rear of window cut -out) rear full height body corners, roof cap perimeter extrusion, and exterior side compartment top door jambs. Squad cab sides shall be bolted "flush" to above specified extrusions and fabrications, seal caulked prior to final assembly. Interior wall of squad cab sides shall be reinforced as necessary to provide flat/smooth exterior surface. The compartmented body /squad cab driver's and passenger's rear outboard corners shall be full height single piece fabrications, with forward vertical leading edge flange forming lower level exterior compartment doorjamb and upper level squad cab side panel mating flange, and full height vertical rear panel providing mounting surface for specified rear body lighting. A light tower "box" (open well compartment) shall be furnished, recessed into squad cab roof cap, rear of specified closets /ahead of rear centerline body compartment. Recessed tower box shall be reinforced as necessary to support light tower in full -up position, equipped with at least two floor drains piped to underbody. 4.2 SQUAD SIDES AND ROOF CAP CONSTRUCTION MATE S: The following squad structural components shall be fabricated of minimum 12 -gauge galvanneal steel: compartmented body /squad rear outboard corners, rear squad vertical panel, driver's and passenger's upper level vertical squad sides. The following squad components shall be fabricated of extruded 6061 aluminum alloy: side radius roof cap extrusions (single piece with crew cab roof extrusions). The following squad cab components shall be fabricated of .125" 5052 H32 smooth aluminum: roof cap rear transverse fabrication. The following squad cab components shall be fabricated of minimum 12 -gauge type 304/2B stainless steel: the fabricated transverse roof cap support bows. The following roof cap components shall be fabricated of .187" 5052 polished 4 -way aluminum treadplate: exterior sectional roof panels and recessed light tower box. A custom engineered and fabricated rescue apparatus compartmented body shall be furnished, designed to be located immediately to rear of and attached to the specified intra -body crew cab. Rescue body shall be supported by and mounted to the specified body sub -frame. The rescue body design shall provide for maximum compartmentation ahead of, above, and back of rear wheelwell housing, driver's side and passenger's side of vehicle. Additionally, a rear exterior compartment of maximum size shall be provided. So as to provide maximum depth compartmentation, the apparatus body overall width shall be 100" (not to exceed 101" at runningboards /rubrails). Passenger's side compartments shall be provided one (1) each full height ahead of, one (1) each upper level above, and one (1) each full height behind rear wheelwell housing. 37 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 A rear tailboard level compartment shall be provided, located between back walls of driver's and passenger's rear side compartments. Driver's side compartments shall be provided one (1) each full height ahead of, one (1) each upper level above, and one (1) each full height behind rear wheelwell housing. A rescue body "yoke" style subframe shall be furnished, constructed of welded heavy wall steel tubing. Rubber cushion vibration isolators to be furnished, four (4) per side, so as to allow flexing of chassis frame rails independent of apparatus body yoke subframe. horizontal members, supporting driver's and passenger's side compartment floors, shall be 3" x 3" x .188" wall rectangular steel tubing. To allow for maximum depth, recessed compartment sides, vertical subframe members shall be 2" x 3" x .250" wall rectangular steel tubing. Top over - the -frame supports to be 3" x 1 -1/2" tubing. All body subframe components shall be attached to the chassis frame with hardened steel bolts, bolt holes machined through subframe and chassis frame side webs. Body subframe supports shall be positioned so as to provide approximately 22" (with truck fully loaded) from ground to top of body rubrails and rear tailboard. All apparatus body side and/or rear compartment floors subframe horizontal supports shall be positioned ,parallel (level) with top of chassis frame rails. NOTE: Apparatus body subframes which are fastened to chassis channel frame with U- bolts, sandwich clamps, or other temporary fastening methods are not acceptable. 5.2 RESCUE BODY CONSTRUCTION MATERIALS: FABRICATIONS: The following apparatus body structural components shall be fabricated of minimum 12 -gauge cold roll base galvanneal steel: passenger's and driver's side front and/or forward side compartmentation segments with integral roofiback wall/floor and rubrail, passenger's side and driver's side forward wheelwell bulkheads, passenger's side and driver's side wheelwell housings, passenger's side and driver's side lower level wheelwell segments, passenger's side and driver's side over -the -wheel upper level compartmentation segments with integral roof and back wall, passenger's side and driver's side rear wheelwell bulkheads, passenger's and driver's rear side compartment segments with integral compartment rooflback wall/floor and rubrail, passenger's side and driver's side full height rear body comers, and upper level removable vertical door jambs. The following specified accessory components shall be fabricated of .125" 5052 -H32 smooth sheet aluminum: passenger's side and driver's side exterior compartment door panels, interior compartment adjustable shelves, interior compartment adjustable shelf quad -rail brackets, and interior compartment vertical front and rear corner bulkheads. All specified interior compartment adjustable shelving, trays, and shelving tracks have a machined "swirl" finish. The following apparatus body component(s) shall be fabricated of .187" type 3003 "polished" aluminum C -102 pattern treadplate: full width single piece rear tailboard. W . 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 The specified interior removable compartment door panels shall be fabricated of .100" matching polished aluminum treadplate. The following apparatus body components shall be fabricated of minimum 16 -gauge "polished" type 304 stainless steel: driver's and passenger's front and rear side rubrails, and specified horizontal and vertical door opening trim moldings. FASTENERS: All apparatus body screw type fasteners shall be stainless steel "low profile" button socket head cap screws with stainless steel hex "Ny -Lok" threaded nuts designed to prevent loosening. Size of fasteners and spacing shall provide for maximum structural integrity and no leakage in flanged areas between fasteners. Where possible, only button socket head cap screw heads shall be exposed to exterior, with all nuts located interior compartment. Any necessary exterior exposed nut fasteners shall be polished stainless steel or chrome plated "acorn" covering fastener threads. NOTE: Hex head, truss head, phillips pan head, or other large profile fasteners shall not be used for assembly of fabricated sheet metal components. All individual rescue apparatus body fabricated components shall be: computer designed for repeatable tolerances, precision computer control machined for superior cut edge quality, computer control machine fabricated for individual part accuracy, and assembled with removable fasteners for ease of modifications and repairs. The entire rescue body shall be "all- bolted - construction ", each fabricated component properly reinforced with integral flanges eliminating the need for add -on structural shapes. Exterior compartment fabrications shall be free of all projections which might injure personnel. NOTE: Where "nibbled" or other non - continuous non - smooth cutting methods are used to machine the body material, all edges must be reworked/filed for injury prevention and improved appearance. Flanged mating areas of individual fabricated components shall have CNC machined fastener holes, properly spaced for strength and located inside specified compartments so that fasteners are not visible from exterior sides of apparatus body. All flanged mated areas which are not disassembled for painting, shall be properly etched, prime painted, rust proofed, and seal caulked, prior to assembly. NO HOLES SHALL BE DRILLED AFTER COATING AND FINAL ASSEMBLY OF INDIVIDUAL COMPONENTS. The following construction methods are so as to insure easy disassembly of the apparatus body in the event of damage or need for future modifications. Apparatus designs or construction methods which do not allow for disassembly and removal of individual fabricated components will not be considered. The following fabricated body components shall be bolted in position, easily separated and removable for future repairs or modifications: driver's and passenger's side center wheelwell and upper wheelwell compartment segments, all vertical compartment dividers/bulkheads, driver's and passenger's rear side compartmentation segments, driver's and passenger's side rear compartment corners, rear compartment forward wall, rear compartment door header, and runningboard/tailboard areas. Driver's and passenger's side rear wheelwell housing segments shall consist of: lower level wheelwell enclosure with integral forward and back double broke vertical door jambs/bulkhead flange, top 39 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 horizontal wheelwell roofs, and centerline compartment back wall. Length of wheelwell housing to be at least 62 ", providing adequate clearance for chassis rear spring suspension shackles and spring leafs in their fully deflected position. Design and installation of rear wheelwell enclosures shall allow for convenient removal and replacement in the event of damage. Driver's and passenger's rear side compartment segments shall consist of full height forward bulkhead dividing rear of wheelwell and rear compartment segment, single piece compartment roof/back wall/compartment floor, and full height vertical rear compartment corner. Specified full height vertical compartment bulkheads /dividers shall be "sandwich bolted" between closets and back lower level compartment segments /wheelwell segment/rear compartment segment. All segment mating flanges and fasteners shall be concealed inside compartments, accessible for disassembly. Specified upper level side compartments shall have fabricated double -broke vertical door jambs located above wheelwell enclosure. Door jambs to be bolted to sweep -out portion of upper level compartment floor and to underside of squad cab sides, easily removable. The rear side compartments shall be recessed into body subframe yoke depth driver's side, and passenger's side. Full height rear compartment vertical corners integral with rear squad corners, driver's side and passenger's side, cantilevered over single piece rear step. Vertical rear surface to provide mounting area for specified rear lighting. Side surface to provide mounting for specified lower rear side emergency lighting. Driver's side, passenger's side, and rear compartment segments shall be equipped with "sweep -out" floor, raised at least 1" above compartment bottom door opening. Side compartment floors shall extend out below compartment doors, with 3" flange down and 1" return in, providing rigid mounting surface for specified rubrails. Passenger's side and driver's side rear interior compartment corners to include vertical full height bulkheads bolted in position and easily removable. Interior compartment corner bulkheads to provide mounting for specified adjustable shelf tracks. A ventilation opening shall be furnished, located between exterior corners and interior bulkheads (through compartment floor), designed to allow exhausting of interior compartment air (while closing doors) and provide interior compartment cross -flow ventilation with doors closed. 5.4 RESCUE BODY )FEATURES: Driver and passenger's front, back, and rear bottom side compartments shall be furnished with fabricated polished stainless steel rubrails, extending from front of intra body crew cab to rear wheelwell cutout, and from rear wheelwell cutout to rear compartment corners. Rubrails shall be "in- line" with rear tailboard corner steps, 3" high, protruding 1/2" from body sides. Rubrails shall be channel shape, extending into compartment interior (below compartment doors), flanged up to facilitate installation of specified removable hollowcore door weatherstripping. Polished stainless steel rubrails shall be bolted in position and easily removable, fasteners concealed below body and inside compartment. Polished extruded aluminum 25" radius wheelwell moldings shall be furnished, bolted in position surrounding driver's side and passenger's side rear body wheelwell cutouts. Fasteners shall be concealed 40 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 beneath the extrusion. Wheelwell moldings shall be flush with specified body rubrails. NOTE: Circular welded or bolton rear wheelwell fenders which exceed the Federal D.O.T.. Overall vehicle width limitation of 102 ", or extend beyond rubrail width, are not acceptable. A circular interior wheelwell liner shall be furnished, driver and passenger side wheelwell housings, bolted to and removable from a radius ring flange, designed to provide ease of cleaning and repairs. Wheelwell liners to be fabricated of stainless steel. The upper level compartment floors, located above rear wheels, shall be "sweep -out" design, integral with rear wheelwell housing, fabricated of specified smooth sheet material. Machine polished extruded aluminum drip molding shall be furnished, bolted in position immediately above compartment doors. Drip moldings shall be fitted during body assembly, bolted in position after finish painting. Specified upper level vertical side door jambs shall be "flush" with exterior door surface, bolted in position and removable so as to allow for future modifications to door opening size or door type. Width of back door jamb shall prevent interference with adjacent doors. Perimeter double broke infinitely adjustable full length compartment shelves shall be furnished, where specified, mounted to and removable from front and rear bulkhead (and back wall for full depth shelves) mounted quad -rail vertical track assemblies. Each full depth (24 " +) shelf to include six (6) aluminum heavy flat bar track clamps with threaded stainless steel carriage bolts and self - locking nuts, easily accessible for shelf height adjustment. Quad -rail vertical track assemblies shall bolt to specified interior compartment bulkheads, track height of full height compartments to provide minimum 42" vertical shelf adjustment, upper level compartments to have 22" vertical adjustment. Compartment shelves and quad - rail track assemblies to be unpainted "swirl finish ". Turtle Tile brand black section vinyl tiles shall be furnished, installed on top surface of all interior side compartment floor areas. • p i 1••' 1 1••' •'1 The following specified compartment doors shall be "flush" with exterior body panels /door jambs, double panel design with interior compartment weatherstripping. NOTE: Compartment doors which do not custom -fit door openings, or lap over exterior body panels are not acceptable. Specified compartment door jambs, shall be double -broke with return flanges perimeter lined with hollowcore clip - on/removable neoprene rubber weatherstripping. Weatherstripping shall seal against interior perimeter door flange, allowing "flush fit" of exterior door surface with exterior body sides. Weatherstripping shall be single continuous piece, with no splice joints in the vertical or top horizontal areas. Striker pins, for use with specified compartment door rotary latches, shall be positioned in top and bottom door jambs of vertically hinged doors and front and rear door jambs of horizontally hinged doors. Striker pins to be of minim length so as to not obstruct door opening. Striker pins shall be threaded stud type, cadmium plated, easily accessible and removable. Passenger's side and driver's side compartment doors shall be U- formed, with triple -broke 2" perimeter 41 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 flange, fabricated of .125" 5052/H32 smooth aluminum. Removable full size inner door liners shall be fabricated of .100" polished 4 -way aluminum treadplate, installed after finish painting of exterior door panel. Inner door liners shall be caulked with silicone sealant prior to assembly, held in place with "flush" stainless steel replaceable fasteners (not self - tapping screws or thread tapped flange screws). Inner door cavity, between exterior door pan and removable inner liner shall be packed with sound deadening automotive sheet foam material. All doors shall be of the "flush design" to custom fit the door opening, without overlapping exterior body panels. D -ring Hansen 102L polished stainless steel slam type door handles that unlatch clockwise shall be furnished. D rings shall be bent outward for better grasp, mechanism spring- loaded to return to horizontal position. Door handles shall be located in righthand door where double vertically hinged doors are furnished, or to trailing edge of single vertically hinged door. Two (2) Eberhard #1-400 cadmium plated "rotary-slam" automatic door latches shall be fuumished, mounted one top and one bottom of all vertically hinged doors and one front and one rear of horizontally hinged compartment doors. Neoprene rubber gaskets shall be funished, protecting painted surface between door skin and latch assembly. Exterior door panels shall be smooth with no welds or fasteners exposed. Area where double doors meet shall be weatherstripped, offset to allow flush fit of adjacent door. Back side of offset flange (non- latched doors) shall be equipped with rubber bumpers to prevent damage to exterior surface of adjacent door. Vertical offset door flanges shall be integral with exterior door skin, not part of the removable interior door liner. Hansen style 5 -EZ stainless steel rod and spring type door holders /props shall be furnished, installed in top outboard interior corners of all vertically hinged compartment doors. Door holders shall be double bolted to doors and door jamb drop flange, easily removable. Interior compartment doors shall include corner reinforcements with crimp -nut fasteners to accommodate bolted door holder bracket. Door holders /props shall be designed to hold the doors in both "open" and "closed" positions, properly adjusted to prevent opening beyond 90 degrees. NOTE: Door holders /props which are welded to sheet metal screwed to door jambs and/or inner door liners are not acceptable. Horizontally hinged drop -down style compartment doors shall be equipped with front and rear coated chain stops. Chain stops shall be mounted to double bolted fabricated stainless steel door and door jamb brackets. Bottom horizontal and side vertical door jamb areas, surrounding horizontal drop -down compartment doors, shall be lined with polished stainless steel trim moldings to provide comer scuff protection. All compartment door hinges shall be full length piano style type 304 stainless steel with single piece stainless steel hinge pin. Exposed piano hinge knuckles shall be "machine buffed" to a chrome -like high lustrous finish. Hinge leaves shall be lined with 3M insulating polyester film tape on mating surfaces to doors and door jambs. Piano hinges shall be bolted to door and corresponding door jamb using 10 -24 stainless steel button socket head cap screws and Ny -Lok stainless steel self - locking nuts. So as to provide minimum clearance between door and door jamb (for improved weather sealing), all vertically mounted compartment door hinges shall be :060" material with 3/16" stainless pin and maximum knuckle length of 5/8 ". Horizontal top -of -door mounted hinges, where located under drip cap, may be of larger pin diameter. 5.6 PASSENGER'S SIDE COMPARTMENTATION: The passenger's side over - the - wheels upper level compartment segment shall be 62" interior width x 41" interior height x 50" interior depth. Compartment to be fully enclosed and weather sealed, equipped with two (2) vertically hinged swing -out style compartment doors, opening size of 52" wide x 39" high. The passenger's rear side compartment segment shall be 41" interior width x 80" interior height x 25" 42 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 interior depth. Compartment to be fully enclosed and weather sealed, equipped with double vertically hinged compartment doors, opening size of 41" wide x 80" high. A rear body compartment shall be furnished, located runningboard level ahead of tailboard, to rear of back wheelwell bulkhead, between back wall of driver's and passenger's rear side compartment segments. Compartment to be 46" interior width x 98" interior height x 38" interior depth, fully enclosed and weather sealed, equipped with one (1) roll -up compartment door, size of 46" wide x 75" high, (clear opening of 43" wide x 71" high). Door shall be ROM Robinson roll -up shutter style, complete with: brushed anodized extruded aluminum shutter slats, bar style bottom rail latch, anodized extruded aluminum vertical side tracks with removable neoprene rubber weatherstripping, and a spring loaded "front roll" door lift/roll -up mechanism. The driver's side over -the- wheels upper level compartment segment shall be 62" interior width x 41" interior height x 50" interior depth. Compartment to be fully enclosed and weather sealed, equipped with two (2) vertically hinged swing -out style compartment doors, opening size of 52" wide x 39" high. The driver's rear side compartment segment shall be 41" interior width x 80" interior height x 25" interior depth. Compartment to be fully enclosed and weather sealed, equipped with double vertically hinged compartment doors, opening size of 41" wide x 80" high. COMPARTMENT AND SHELVING ENHANCEMENTS: Four (4) each, perimeter double broke infinitely adjustable full compartment length x full compartment depth fabricated aluminum shelves shall be furnished, mounted to and removable from one (1) front bulkhead, one (1) rear bulkhead, and one (1) back compartment wall mounted quad -rail vertical track assembly (six tracks /three -point mounting). Each compartment shelf shall have a load capacity of no less than 300 lbs. and shall include: three (3) angular clamp brackets bolted to under side shelf flange, six (6) aluminum heavy flat bar track clamps with threaded stainless steel carriage bolts and self - locking nuts, and mounting holes for the specified under shelf 12 -volt interior compartment light fixture. Quad -rail vertical track assemblies shall bolt to the interior compartment bulkheads and interior compartment back wall, track height to provide maximum vertical shelf adjustment. Compartment shelves, shelf angular clamp brackets, and quad -rail track assemblies shall be unpainted "swirl - finish ". Shelves to be located: inside passenger's rear side compartment. Four (4) each, perimeter double broke infinitely adjustable 1/2 compartment length x full compartment depth fabricated aluminum shelves shall be furnished, mounted to and removable from one (1) bulkhead mounted quad -rail track, one (1) vertical compartment divider panel mounted quad -rail track assembly, and one (1) back compartment wall mounted quad -rail. Each compartment shelf shall include three (3) 43 11/20/01 Shakopee Rescue Body on Spartan 1 1/20/01 clamp brackets bolted to under side shelf flange, six (6) aluminum heavy flat bar track clamps with threaded stainless steel carriage bolts and self - locking nuts, and mounting holes for the specified under shelf 12 -volt interior compartment lighting. Quad -rail vertical track assemblies shall bolt to the interior compartment bulkheads and interior compartment back wall, track height to provide maximum vertical shelf adjustment. Compartment shelves, shelf angular brackets, and quad -rail track assemblies shall be unpainted "swirl - finish ". Shelves to be located: in driver's side rear side compartment. The specified Turtle Tile black sectional floor tiles shall include leading edge sloped ramps at all compartment door openings. Back walls of all apparatus body compartments, ahead of and behind the wheelwell segments, shall be equipped with vent holes to body under side. After painting /during reassembly, vent holes are to be covered with mesh filter and removable stainless steel interior compartment grille. Vent holes, mesh filter, and grille shall allow for dust and moisture free ventilation of the compartment interior. One (1), each fabricated "swirl finish" stainless steel roll -out tray shall be furnished, located on floor of centerline rear compartment. Roll-out tray shall include 38" wide x 36" front -to -rear x 2 -1/2" deep stainless steel tray, 300 lb. capacity SlideMaster model SM2 single direction, multi- section, roller slide assemblies bolted to tray and angle brackets, spring loaded rear tray mounted cadmium plated latch to hold tray in extended position, spring loaded front tray mounted cadmium plated latch to hold tray in retracted position, and 12 -gauge fabricated swirl finish stainless steel sliding track mounted angles with integral latch strikers. Mounting angles shall be bolted to floor of specified compartment, using self - locking stainless steel fasteners. Four (4), each fabricated "swirl finish" stainless steel roll -out drop -down tray(s) shall be furnished, located two (2) each side upper level (over- the -whee) compartment. Roll -out tray shall include 45" wide x 46" front -to -rear x 2 -1/2" deep stainless steel tray, and a Slide - Master roll -out drop -down slide assembly. One (1), Hannay push button rewind hydraulic hose reel assembly to be furnished, consisting of: a reel model sized to be mounted where specified and include 100 ft. of dual 1/4" Hurst hydraulic hose with appropriate coupling(s), bright orange ball type cord stop, two (2); 6 ft. feeder line hydraulic hoses with couplings, and 12 -volt insulated battery cable from reel rewind to battery disconnect switch. 12 -volt power rewind hose reel to be mounted in upper header portion of rear compartment. One (1), fabricated unpainted swirl finish smooth aluminum pan/tray(s) shall be furnished with: side mounted (two each) Grant cadmium plated roller slides, roller slide bulkhead brackets, telescoping air cylinder, air control switch, double fabricated angle sloped inboard tray flange, double fabricated vertical outboard tray flange, and three (3) outboard flange mounted contour chrome and polished stainless steel tubular roller assemblies. Roller assemblies to consist of: two (2) horizontal/two (2) vertical .125" polished stainless steel tubes, cadmium plated roller rods with nylon bearings, and chrome plated bolt -on radius corner castings. Distance between vertical rollers shall be same as reel drum width. A tray mounted 12" telescoping air cylinder actuator shall be furnished, with remote air control switch and appropriate nylon air tubing, mounted so as to position roll -out tray in the fully extended and fully retracted positions. 44 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 Roll -out tray shall be mounted in upper most portion of reel compartment, so as to extend through top of door opening providing exterior body vertical and horizontal roller guide. 6.0 NFPA EQUIPMENT: Two (2), each Ziamatic model SAC -44, NFPA compliant folding wheel chocks shall be furnished, complete with Ziamatic model SQCH -440H horizontal under body chock holders. Folding chock holders shall be under body mounted, driver's side, ahead of and behind rear wheelwell housing. All apparatus rescue body and/or crew area, compartment wiring for specified lights and electrical equipment shall be suitably protected inside heat resistant vinyl, forming multiple harnesses. Multiple harnesses to run from chassis cab, crew seating area/rescue squad body to a PDC (power distribution center). Harnesses shall consist of individual legend imprinted multi- stranded copper color coded SAE-J 1128 compliant automotive wires inside vinyl loom, originating from PDC. Spare wires shall run throughout rescue apparatus crew area and compartmented body so as to allow future installations of electrical accessories, using original harnesses. All wiring to be identified, "imprinted" with number and function. Auto -reset circuit breakers to be furnished, of various amperage capacity, sized for intended load. All 12 -volt switches, relays, terminals, connectors, and wiring to have a direct current rating of 125% of maximum current for which the current is protected. All wiring terminals to be machine crimped, pull - tested during assembly. The power distribution center shall be located interior of driver's forward side compartment, and shall contained engineered electrical components and waterproof pin/socket bulkhead connectors. At least ten (10) spare circuit breaker sockets shall be furnished for future use. A minimum 1 -0 multi- stranded copper insulated battery cable shall run from specified battery switch to interior pump compartment mounted threaded stud terminal block, providing power to high amperage items such as: primer motor, electrical discharge valves, reel rewind motors, generator starter motor, etc. Specified emergency lighting fixtures, non- emergency lighting fixtures, and electrical components shall be individually activated by fully illuminated rocker style switches. Emergency lighting switches to be illuminated RED, non - emergency switches to be illuminated WHITE or BLUE. An illuminated red tip paddle switch shall be furnished to left of emergency lighting rocker switches, identified as "MASTER EMERGENCY SWITCH ". Toggle switch to activate a 12 -volt continuous duty solenoid providing power for individual emergency lighting switches. Back -lit nametags, describing function of each individual switch, to be located above toggle and rocker switches. Switches to be mounted on a hinged embossed electrical panel, raised and sloped rear -ward to prevent windshield glare. Controls and switches, which are expected to be operated by the driver while the apparatus is in motion, are to be within convenient reach of the driver. The controls to operate the siren to be within convenient reach of both driver and front passenger (officer). A "vehicle specific" wiring diagram will be mapped out for this particular apparatus upon completed 45 Shakopee Rescue Body on Spartan 11 /20/01 delivery of the same. Plastic encased wiring "card" to be provided to Customer. LOAD MANAGEMENT: 11/20/01 A Load Management System (LMS) shall be furnished for performing electrical load management. The LMS shall have eight (8) programmable outputs to supply warning and load switching requirements. The load management system shall be capable of offering ten (10) output load sequencing, eight (8) output load shedding, low voltage warning, scene mode operation and response mode operation. Outputs shall be independently programmable to activate during the scene mode, the response mode or both. These outputs can also be programmed to activate with the master warning switch and battery switch, or to sequence and shed along with priority. An output shall provide a low voltage alarm that activates at the NFPA required 11.8 volts. The LMS shall be protected against reverse polarity, shorts to grounds, and will be enclosed in a metal enclosure to enhance EMI/RFI protection. When the emergency master switch is toggled to the "ON" position, the warning light loads will activate immediately. The load management system shall automatically activate upon activation of the apparatus parking brakes. Pre - determined load shall shed upon activation of load management thereby reducing the electrical demand of the apparatus to the pre-programmed "ON- SCENE" mode. LOAD MANAGEMENT DURING APPARATUS RESPONSE WILL NOT BE ACCEPTABLE. Load management shall be prioritized according to the Customer's standard operating procedures. A system override switch shall be placed on the electrical console to allow total manual operation of ALL warning light switched electrical loads. 7.1 APPARATUS NON - EMERGENCY LIGHTING: All specified 12 -volt to be in accordance with D.O.T. regulations. Apparatus to have sufficient lights to properly illuminate the crew compartment(s), the pump operator's panel(s), each enclosed tool and equipment compartment, work areas, steps and walkways. Lights shall be located to minimize accidental breakage. All specified light fixtures to be installed using stainless steel button socket head cap screws with Ny -Lok or equal self - locking nut fasteners. Where fixture wiring passes through metal body panel, pass -thru hole to be equipped with rubber grommet. All light fixture mounting holes and grommet holes to be drilled or cut prior to prime and finish painting. All specified light fixtures to be located/fitted prior to and installed after finish painting. The following specified rear body tail/stop, turn and back up lights to be positioned: Red (tail/stop) TOP, Amber (turn) MIDDLE, and Clear (back up) BOTTOM, driver's and passenger's side rear of body. 46 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 Two (2), rectangular chrome plated flange surface mount combination midship marker lights /turn lights to be furnished, located one (1) driver's side midship vehicle and one (1) passenger's side midship vehicle. Lights to be "dual element" for separate turn and marker functions. Light lenses to be Amber. Turn light element to be activated by vehicle turn signals and marker light element to be activated by vehicle headlight or marker light switch. Five (5), Truck -Lite 4" x 2" rectangular surface mount 12 -volt dual bulb marker lights with snap -on reflective lenses to be furnished, located: two (2) recessed into specified rear tailboard corner castings and three (3) recessed behind center rear tailboard flange diamond shape cut outs. Lenses to be Red. Marker lights to be activated by headlamp switch. Two (2), Whelen 9E0CXORU, 8" x 11" rectangular surface mount halogen combination stop /tail lights to be furnished with appropriate 9E flanges, mounted each side at rear of body. Lenses to be 7" x 9 ", Red. Lights to be activated by service brake and headlamp switch. Two (2), Whelen model 9EOCXOTU, 8" x 11" rectangular surface mount halogen turn signal lights to be furnished with appropriate 9E flanges, mounted one each side at rear of body. Lenses to be 7" x 9" Amber. Lights to be activated by left or right turn signal (not by brake lights). Two (2), Whelen model 9EOCAOCU, 8" x 11" rectangular surface mount halogen back -up lights to be furnished with appropriate 9E flanges, mounted one each side at rear of body. Lenses to be 7" x 9 ", Clear. Lights to be activated by reverse gear of truck transmission. Above specified lights to be bolted in position, evenly spaced, driver's side and passenger's side rear body comers. One (1), Truck -Lite model 80350, 6" round chrome plated surface mount 12 -volt engine compartment interior light to be furnished, located engine compartment fire wall. Lens to be 5" diameter, Clear. Light to be activated by light lens mounted push -button switch. Seven (7), TruckLite model 918540003, 6" round under body 12 -volt ground lights to be furnished, located: three (3) each, driver's side, two (2) ahead of and one (1) behind rear wheels, three (3) each passenger's side, two (2) ahead of and one (1) behind rear wheels, and one (1) each center under side tailboard. Lights to be completely sealed for weather resistance, lenses to be 5" diameter Clear. Lights to be activated by setting of the parking brake. Four (4), TruckLite model 918540003, 6" round under chassis cab 12 -volt ground lights to be furnished, located two (2) driver's side and two (2) passenger's side, beneath cab doors. Lenses to be 5" diameter, Clear. Lights to be completely sealed for weather resistance. Lights to be activated by setting of the parking brake. Up to twenty (20), Truck -Lite model 80351, 6" round chrome plated surface mount 12 -volt compartment lights to be furnished, located on ceiling of all enclosed compartments and under -side of each specified individual permanent and adjustable compartment shelf. Lenses to be 5" diameter, clear. Ceiling and under shelf lights to be activated by automatic compartment door operated switches. Wiring for under 47 Shakopee '- a• on p• a 0' shelf lights to include quick - disconnect electrical connections to facilitate shelf removal. 11/20/01 An indicator light shall be furnished, installed on cab dashboard, wired to all compartment light automatic door switches so as to indicate "OPEN" apparatus body compartment door. Indicator light to be Red, minimum 2" diameter, visible to driver and officer, identified with permanent engraved nameplate to read, "DO NOT MOVE APPARATUS WHEN LIGHT IS ON ". One (1), Optronics model KB4003, 400,000 candlepower hand held spotlight to be furnished, black housing with with coiled cord wired below dash and light mounting bracket, accessible to front Officer's position. Light to be activated by light mounted momentary switch. Two (2), Whelen model 9EOCAOZU, 7" x 9" rectangular surface mount scene lights to be furnished, location to be determined at Pre - Build. Light lenses to be 7" x 9" with 8 to 32 degree optics, driver's side Clear, passenger's side Clear. Lights to be activated by two separate illuminated rocker switches, identified as: "D RS SIDE FRONT SCENE LIGHT" / "PASSENGERS SIDE FRONT SCENE LIGHTS ". Customer's furnished Motorola or equal 2 -way radio communication system shall be installed, by authorized Motorola representative, during manufacture of apparatus. Radio system to be fully operational upon delivery. 7.2 APPARATUS OPTICAL AND AUDIBLE WARNING DEVICES Six (6), Whelen model UPS64LX, 75 -watt output/90 -watt inpout, four outlet capacity, strobe universal power supply(ies) with four (4) flash patterns to be furnished, mounted per apparatus body manufacturer's discretion at time of install, wired to and separately switched with specified Whelen strobe lights. One (1), Whelen model UPS 158, 150 -watt output/190 -watt input, 8 outlet capacity strobe universal power supply(ies) with four (4) flash patterns (two of which can be run simultaneously) to be furnished, mounted per apparatus body manufacturer's discretion at time of install, wired to and separately switched with specified Whelen strobe lights. Two (2), Whelen model 73 series, 73FC2ORU, 4" x 9" rectangular chrome plated flange surface mount linear strobe grille lights to be furnished, located one drivers side, one passengers side front grille. Light lenses to be 3" x 7 ", driver's side Red, passenger's side Red. Lights to be activated by separate illuminated rocker switch, identified as: °'GRILLE LIGHTS°° Two (2), Whelen model 6EOC20RU, 6" x 4" rectangular linear strobe lightheads and two (2) 6EFLANGE chrome plated surrounds to be furnished, surface mounted located driver and passenger front bumper sides or hood/cab sides. Light lenses to be 6" wide x 4" high, driver's Red, passenger's side Red. Lights to be activated by a separate illuminated rocker switch, identified by function. .- 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 One (1), Whelen model CAOOOOON "Centurion ", 72" wide lightbar with four (4) rotating halogen lamps shall be furnished, surface mounted to forward chassis cab roof with permanent roof mount brackets. Lightbar lenses to be front facing Red/Clear /Clear/Red, rear facing Red/Clear /Clear/Red, both side lenses Red. Lightbar to be activated by a separate illuminated rocker switch, identified as: "CAB ROOF LIG BAR" . The above specified Whelen lightbar shall have Customer's provided OptiCom installed in centerline. One (1), Whelen model 9802 "Edge Plus ", 99" wide lightbar with two (2) strobes and a Traffic Advisor to be furnished, surface mount recessed into rear squad cab roof cap. Lightbar lenses to be: drivers side outboard Red, and passengers side outboard Red with Amber lens for Traffic Advisor. Lightbar strobes to be activated by single illuminated rocker switch, identified as: "REAR LIG BAR" with a separate control console for Traffic Advisor mounted in the chassis cab on the electrical console. Four (4), Whelen model 9EOC20RU, 7" x 9 ", rectangular surface mount linear strobe lights to be furnished located two (2) drivers side and two (2) passengers side; one forward and one rear upper squad sides. Light lenses to be 7" x 9 ", Red lens. Strobelights to be activated by illuminated rocker switch, identified by function. Four (4) Whelen model 9EFLANGE chrome plated flanges to be furnished. Two (2), Whelen 58E series model 58E20RU, 5" x 8- 11/16" rectangular surface mount linear strobe wheelwell lights to be furnished, located one (1) drivers side, one (1) passenger side forward and rear wheelwell areas. Light lenses to be 5" x 8- 11/16 ", drivers side Red, passenger side Red. Lights to be activated by separate illuminated rocker switch, identified as: "LOWER SIDE STROBES ". Two (2), Whelen model 58E20RU, 5" x 8- 11/16" rectangular surface mount linear strobe lights to be _ furnished located one driver's side, one passenger's side rear corner sides (above runningboard level). Light lenses to be 5" x 8- 11/16 ", driver's side Red, passenger's side Red. Lights to be activated by separate illuminated rocker switch, identified as "REAR SIDE STROBES ". Four (4), Whelen model 9EOC20RU, 7" x 9 ", rectangular surface mount linear strobe lights to be furnished located two (2) each rear upper squad outboard corners and two (2) each rear lower body corners (in line with specified tail lighting). Light lenses to be 7" x 9 ", Red lens. Strobelights to be activated by illuminated rocker switch, identified by function. Four (4) Whelen model 9EFLANGE chrome plated flanges to be furnished. Z 1 I I :11 .• 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 During the apparatus body construction, all permanently mounted components shall be hand sanded, back primed with zinc chromate primer, coated with tectyl rustproofing and/or seal caulked with butyl sealant after "de- burring" and prior to final assembly. The following paint procedure shall apply to all individually painted fabricated body components and non - disassembled body modules: all parts shall be hand washed with Sikkens M -600 or equal wax/grease remover and air dried. All fabrications shall then be sanded with varying grits of sandpaper, to remove surface imperfections, ending with a 150 grit. After sanding, components shall again be washed with Sikkens M -600 or equal wax/grease remover. After proper "tacking" to remove all dust particles, fabricated components shall be sprayed with one (1) coat of Sikkens CR or equal etching wash primer within eight (8) hours, and at a temperature of no less than 70 degrees, all fabricated components shall be sprayed with at least two (2) coats of Sikkens color build or equal primer surfacer. After at least two (2) hours of primer surfacer dry time (at a temperature of no less than 70 degrees), primer surfacer shall be presanded using 140 grit paper and final sanded with 360 grit paper. After final primer sanding, components shall again be washed with Sikkens M600 or equal wax/grease remover, air dried, tacked to remove all dust particles and spray painted with at least two (2) coats of Sikkens Autocryl color top coat. Finish painted fabricated components shall then be baked at a temperature of at least 140 degrees, for a minimum of 15 minutes and allowed to "air dry" overnight. Finish color of the apparatus body exterior shall be painted Red in color to match chassis cab exterior. All newly fabricated apparatus body components, and the partially disassembled apparatus body module shall receive the same multi- system painting system as described above. After finish color painting, and overnight air drying, all interior compartment seams shall be butyl caulked and interior compartment walls and ceiling spray coated with Sherwin Williams polane textured vinyl finish. During reassembly of all individually painted fabricated components, special care shall be taken to prevent deterioration of top paint coats of mating flanged areas. 4 -way aluminum treadplate components, which have been removed prior to painting, shall be seal coated where mated to non - aluminum painted components. 4 -way aluminum fabrications to be installed using stainless steel button socket head cap screw fasteners. Edges of 4 -way aluminum, where meeting exterior body painted fabrications, shall be properly caulked with G.E. or equal silver metallic body sealant to prevent moisture accumulation between metal layers. After final body reassembly, under body areas shall be spray coated with Tectyl or equal rustproofmg undercoating material. One (1), full quart of each original finish color (two quartz total) top coat paint material shall be provided for use as future touch -up paint. The top portion of the specified chassis cab and rear squad cab areas shall be painted White Urethane, paint line to be determined by Customer at time of Pre -Build Meeting. 50 11/20/01 Shakopee Rescue Body on Spartan 11 /20/01 A 5 -year warranty shall be provided as per Sikkens paint warranty policies and to insure integrity of the factory warranty, Sikkens recommended procedures shall be followed exactly. A 10" wide horizontal White ScotchLite reflective stripe shall be affixed to the perimeter of the vehicle, placed approximately 3" above runnin gboard/rubrail level, to conform with NFPA 1901 reflectivity requirement. Driver's side and passenger's side chassis cab front doors shall be furnished with CAD generated machine cut simulated Gold Leaf lettering, suitably shaded with Black vinyl. Lettering shall be encapsulated between two (2) layers of mylar for maximum protection and longevity. Lettering style /design to be in keeping with existing Shakopee apapratus. Apparatus body striping shall be provided, consisting of 1/2" wide 3M Gold ScotchCal with 1/8" top and bottom Black border. Striping to extend full length of vehicle driver's and passenger's sides, approximately 1" above and below specified White ScotchLite reflective stripe. Driver's side and passenger's side of specified Rescue Squad upper cab sides shall be lettered as follows: "S OPEE" in 8" high letters, " - RESCUE" in 6" high letters, and "9511°' in 5" high letters. Letters shall be simulated Gold with Black Vinyl shade. Except for specified size, all lettering shall be same style, color, and back shade. 9.0 120V/240V ELECTRICAL SYSTEM AND ACCESSORIES The generator shall be a mechanically driven Marathon model 284PDL1508, single phase, 120/240 volt, 25,000 watt, 60 cycle per second. The generator shall be mounted "midship" of the vehicle, between chassis frame rail and driveline, on a fabricated steel crossmember. The crossmember shall be located as high as possible, for maximum road clearance, and shall be an all - bolted assembly to provide convenient removal for generator service or repairs. A Muncie or Chelsea "hot shift" chassis transmission mounted power take off shall be furnished, with heavy duty universal joints, hollow tube driveline, and slip yoke to allow movement between engine /transmission and generator. PTO /generator shall be engage by a cab dash mounted "back lit" rocker switch, properly identified with permanently engraved label which also describes proper shift procedure. Per manufacturer's recommendation, PTO engagement will only be allowed with automatic transmission in neutral. A Fire Research FROG chassis engine throttle control and generator instrument package shall be provided, digital instrument read -out located adjacent to specified generator circuit breaker panel. The FROG controller shall provide total chassis engine control during generator operations such that proper RPM is available throughout all generator load configurations. One (1), Square -D 200 -amp circuit breaker panel to be furnished, with a main breaker and at least eight (8) individual switch type manual -reset 20 -amp 120 -volt receptacle (10 -amp for lighting) circuit breakers. Panel to be located inside a weatherproof apparatus body compartment (Customer approved location), provided with waterproof non - metallic flexible conduit (extending from generator to circuit breaker panel and circuit panel to electrical accessories), with appropriate size multi- stranded color coded THHN insulated wiring. All circuits shall be identified with permanently engraved nameplates describing 51 Shakopee Rescue Body on Spartan 11/20/01 controlled function. 11/20/01 Furnish and install a 3 -Pole switch transferring the power source for the Generator Circuit Breaker Box to shore power and back to Generator. Switch to be located interior crew area near command desk, clearly marked and easily accessible at entry. Two (2), duplex 120 -volt 3 -wire twist -lock weatherproof plug -in receptacles to be furnished, mounted on sides of body at rear compartment comers: one exterior driver's rear corner side, one exterior passenger's rear comer side. Receptacles to be recessed, "sandwich mounted" to body panel, with: exterior weatherproof hinged cap gasketed cover plate, interior cast aluminum electrical receptacle box, duplex L5 -15R twist -lock receptacle, screw type conduit connector, and flexible non - metallic electrical conduit with appropriate size multi- stranded 12 -gauge THHN insulated copper wiring extending from receptacle to specified generator circuit breaker panel. Each receptacle to be provided with individual manual reset circuit breaker. Receptacle outlet to be labeled with permanently engraved nameplate identifying voltage. Two (2), push button rewind 4- conductor electric cord reel assembly(ies) to be furnished, consisting of. Hannay model ECR model 1618 -17 -18 electric 4- conductor cord reel, 200 ft. of 10-4 S.O. insulated multi- stranded copper electric cord, bright orange ball type cord stop, waterproof conduit and appropriate multi - stranded copper wiring from reel to specified generator circuit breaker panel, 12 -volt insulated battery cable from reel rewind to battery disconnect switch, and specified cord end mounted receptacle box. 12 -volt power rewind electric cord reel shall be mounted in upper header portion of rear compartment, so as to not interfere with rear compartment door. Electric cord shall "pay -off' back side of reel, properly threaded through specified cord roller /fairlead assembly. Two (2), Extenda Lite model EJB cast aluminum "internally lighted" electrical receptacle boxes to be furnished, mounted on end of specified reel cords, each equipped with: three (3) individual single Nema receptacles, two (2) each to be 110 -volt and one to be 220 -volt, 3 -wire 15 -amp, twist -lock female receptacles, cord clamp, metal receptacle box plates with spring loaded receptacle covers, peg style receptacle box brackets, and internal light (to indicate power on). Two receptacles to be wired to each 120 -volt circuit (2 circuits) for use with specified 4- conductor cord. Six (6), Fire Research "Focus" model FC200 -S50 500 -Watt 120 -volt recessed quartz floodlights to be furnished, complete with 10 degree tilt -down recessed housing. Lights to be wired and powered by generator circuit breaker panel mounted 12- volt/110 -volt relays with remote illuminated, 12 -volt rocker switches. Lights to be mounted: two (2) each squad cab side and one (1) each top rear corner. Light relay switches to be mounted near generator, identified as: "DRIVER SIDE" "PASSENGER SIDE" and "REAR" quartz lights. Any special tools, needed to disassemble light fixtures, shall be provided. One (1), WillBurt model NS 15 -6000 NightScan remote controlled, low profile extendable lighting system to be furnished with: lift -up telescoping mast with 12 -volt actuator (for elevation) and pneumatic controls (for telescoping), surface mount base unit with shroud, four (4) 240 -volt 1500 -watt quartz light fixtures, RCP 12 -volt directional system with pan/tilt, remote panel mount controls, interior cab dash mounted "LIGHT TOWER EXTENDED" indicator light and "auto- stow" feature. Light tower to be wired to specified generator circuit breaker panel with individual appropriate size manual -reset circuit breaker(s). Light tower control panel to be located: adjacent to command desk. 52 11/20/01 Shakopee Rescue Body on Spartan 11/20/01 Surface mounted elevating system to be mounted: recessed into squad cab roof cap (Refer to Section 4.1). 10.0 DELIVERY: Final delivery of the completed apparatus shall be made via drive -away F.O.B. Fire Department Headquarters, at which time Fire Department personnel shall be instructed as to the proper use of the apparatus component systems by a Factory Representative with extensive experience giving such sessions. The Purchaser shall make all housing arrangements for the Delivery Engineer and provide him with transportation to and from lodging and nearest available airport or rental car agency (if it applies). The cost of all housing and other living expenses are to be paid for by the Delivery Engineer. 53 CITY OF SHAKOPEE Memorandum TO: Mayor and City Council Mayor and City Council Elect FROM: Mark McNeill, City Administrator SUBJECT: County Response — County Road 17 Improvements DATE: November 30, 2001 At the Council meeting of November 20 staff was directed to invite representatives of the County to the December 4 th Council meeting to report on the status of possible changes on County Road 17 traffic issues. Attached is a letter from Brian Sorenson of the Scott County Highway Department. After reviewing this letter, and the fact that whatever change might be made to County Road 17, none of the necessary work could be done until warm weather returns in 2002. Therefore, it was felt that it was not necessary for County representatives to be in attendance at the December 4 th meeting. I have relayed to the County Administrator frustrations on the part of the City in obtaining timely responses to some questions that the City has had (in the case of County Road 17, the County had initially responded that a recommendation would be forthcoming "in two weeks ", but more than six weeks later, no response had been received). The County acknowledges that issue, and has indicated its desire to work to eliminate those sorts of delays. FWWVCIWT9 1 There is no action required, unless the Council has comments on the County's response. Mark McNeill City Administrator MMAh 11/30/2001 FRI 11 :50 FAX 9524968365 SCOTT COUNTY PUBLIC WORK a 002 BRADLEY J. LARSON PUBLIC WORKS DIRECTOR/ COUNTY HIGHWAY ENGINEER November 30, 2001 Mark McNeill, City Administrator City of Shakopee 129 South Holmes Street Shakopee, MN 55379 Subject: County State Aid Highway 17 Traffic Study Dear Mark: This is to follow up with you on the results of the County State Aid Highway (CSAH) 17 Traffic Study, which analyzed the options for improving the safety of the signalized intersections at IO Avenue, CSAH 16 /Gorman Street, and 4 Avenue. As you may recall from our October 2 d presentation to the City Council, Short Elliot Hendrickson, Inc. conducted an operational analysis of alternatives that would address the safety of left - turning traffic on CSAH 17. This analysis provided expected delays, number of stops, and average speeds for vehicles traveling along CSAH 17 for seven alternatives, and also provided expected delays at each of the signalized intersections for each alternative. The study concluded that "a continuous two -way center left turn lane with coordinated permissive phasing is the best of the alternatives evaluated to address the left turn safety concerns on CSAH 17. This separates left turning traffic from through traffic and increases the sight distance for left turning vehicles. This also benefits the entire corridor by removing left turning vehicles from the through traffic stream at not only the three signalized intersections, but at driveways and unsignalized intersections as well." We concur with the recommendation of the study. It is therefore our intention to convert CSAH 17 to a three lane roadway from north of Vierling Drive to CSAH 101. We realize that there was some support for split -phase operation of the three signals involved in the study, however the traffic delays and number of stops at each signal and along the whole corridor would have been much higher under the split - phasing scenario. The funds required to modify CSAH 17 from the existing four lane design to a three lane configuration will be recommended for inclusion in the 2002 Capital Improvement Program (CIP) under `Spot Safety / Contingency'. We expect the 5 -Year CIP will be acted on by the County Board on December 18. If the Board approves funding, we would anticipate letting a An Equal Opportunity /Safety Aware Employer 11/30/2001 FRI 11:50 FAX 9524968365 SCOTT COUNTY PUBLIC WORK [x]003 contract in the Spring to implement the CSAH 17 improvements. We anticipate the contract to include signal detection revisions, a road surface overlay, and pavement markings- Although the study recommends coordinating the signals, the additional costs related to this aren't justified by the slight reductions in expected vehicle delays at this tune. We apologize for not having a decision regarding this issue sooner as we had indicated at the October 2 nd City Council meeting. This unfortunately was not possible due to additional research necessary regarding removal of the existing pavement markings. As a result of the research, we are proposing placement of a chip seal to the surface of the existing roadway that will completely cover the existing striping, thereby presenting the new lane configuration more clearly to those using CSAH 17. Please let me know if you would like more information on this. As the plans are developed for this project, we will provide them to the City for review and comment. We sincerely appreciate the City's willingness to get involved with traffic safety issues such as this. Please call me if you would like to discuss this issue in more detail, or if you ever have further concerns regarding traffic safety on the County highway system. Email: Art Bannerman, County Commissioner Dave Unmacht, County Administrator Brad Larson, County Public Works Director Greg Ilkka, Assistant County Engineer Bruce Loney, City Public Works Director Tom Sohrweide, SEH Inc- W:\ WORD \TRAFFIC \Studies \17Study- Shak- letter.doc CITY OF SHAKOPEE Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Vierling Drive Traffic Analysis, from Sage Lane to CSAH 17 DATE: December 4, 2001 INTRODUCTION: The City Council, on September 4, 2001, authorized WSB & Associates to provide a review of the traffic counts done this summer by City staff along Vierling Drive in the area of the Crossroads Center. Attached to this memo is a memorandum from Chuck Rickart, of WSB & Associates, and his analysis of the traffic counts. Throughout the year staff has received several inquiries on the traffic along Vierling Drive and Marschall Road in the area of the Crossroads Center and Boulder Ridge commercial district. This past summer staff has performed turning movement traffic counts at 15 minute intervals for determining the volume of traffic at intersections along Vierling Drive to the commercial districts. These traffic counts and information was reviewed by Chuck Rickart and attached is a memorandum on his analysis of the traffic counts. The results of the analysis, from WSB & Associates, is that both intersections to the commercial districts at Vierling Drive, west of Marschall Road, meets the warrants for a traffic control signal. Previously, a traffic study was done for the Crossroads Center. The traffic study did indicate, in the future, that a traffic control signal would possibly be warranted for the west intersection for Vierling Drive. The study also indicated that the closest intersection to Marschall Road would not be a good candidate for a traffic control signal, due its close proximity to Vierling Drive and Marschall Road intersection. Staff has reviewed the results of this limited traffic study and is requesting Council direction on proceeding with a traffic control signal project or not. Staff believes the following course of action would be appropriate to address the traffic concerns in this area: 1. Authorize a feasibility report for transportation improvements to Vierling Drive, from Marschall Road to Sage Lane. 2. Conduct an informational meeting with the commercial property owners on the traffic concerns in this area along Vierling Drive. 3. Notify Scott County Highway Department of the limited traffic study analysis, the need to analyze the Marschall Road and Vierling Drive intersection and Marschall Road traffic from Vierling Drive to T.H. 169. ALTERNATIVES: Direct staff to prepare an agenda item for the preparation of a feasibility report for transportation improvements along Vierling Drive, from Marschall Road to Sage Lane. 2. Direct staff to conduct an informational meeting with the commercial property owners of Crossroad Center and Boulder Ridge on transportation improvements along Vierlmg Drive. 3. Table for additional information. Staff recommends Alternative No. 1, to bring back an agenda item for the preparation of a feasibility report for transportation improvements along Vierling Drive, from Marschall Road to Sage Lane. Also, staff would recommend that an informational meeting be conducted with the commercial property owners during the preparation of the feasibility report to determine the support of the business community in this area for these improvements. ACTION REQUESTED: Direct staff to prepare an agenda item for the preparation of a feasibility report for transportation improvements along Vierling Drive, from Marschall Road to Sage Lane. B Public Works Director BL/p-p TRAFFICMEMO To: Mr. Bruce Loney, P.E. Public Works Director City of Shakopee From: Charles T. Rickart, P.E. Transportation Engineer Date: November 26, 2001 Re: Vierling Drive at Crossroads Center Entrances Traffic Review WSB Project No. 12 81-2 0 The Shakopee City Council, at their August 21, 2001 Council Meeting, directed WSB to review the traffic operation at the east and west Crossroads Center (Cub Foods) entrance from Vierling Drive west of CSAH 17 (Marschall Road). The request especially was to consider if traffic signalization would be warranted at either of the intersections. A warrant analysis was conducted for each intersection on Vierling Drive. The following data was used for the warrant study. A summary of the traffic volume data, and warrant analysis worksheets are attached. Traffic Volumes: Turning movement counts on July 11 & 12, 2001 Crash Data: January 1, 2000 through August, 2001 Crash data collected indicated that two (2) crashes occurred at the west entrance (both in 2000) and three (3) crashes occurred at the east entrance (one in 2000 and two thus far in 2001). The intersections of the east and west entrances to the Crossroads Center development are currently stop sign controlled, stopping the exiting movements to Vierling Drive. The speed limit on Vierling Drive is 30 MPH. The following geometrics currently exist at each intersection: Vierflng Drive at Movement West Entrance East Entrance Southbound 1 left turn lane, 1 through/right lane 1 leftltbrough lane, 1 right turn lane Westbound 1 left turn lane, 2 through lanes 1 left turn lane, 2 through lanes Northbound 1 left turn lane, 1 through/right lane 1 left/through lane, 1 right turn lane Eastbound 1 left turn lane, 2 through lanes 1 left turn lane, 2 through lanes Mr. Bruce Loney, P.E. City of Shakopee November 26, 2001 Page 2 Based on traffic volume crashes and roadway geometries, both intersections would meet requirements for signalization based on warrants found in the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD). The following table outlines requirements for each warrant and a number of hours intersection meets each warrant, following the table is a description of each warrant. The warrant analysis worksheets are attached. Conclusions Based on the warrant analysis, traffic signals would be justified at both intersections. However, the intersection of the east entrance is too close to the CSAH 17 (Marschall Road) intersection to provide for a good traffic operations. Should a signal be installed at this location, the delays in operation of this signal system could impact the intersection at CSAH 17. The intersection of the west entrance would be the ideal location for a signal system in this corridor. The intersection provides adequate spacing between the CSAH 17 intersection and the proposed signal system to assure proper operation of both signal systems. This intersection was also identified as the location in which a signal system may be installed as part of the Crossroads Center traffic study prepared by the developer in 1997. Should a traffic signal system be installed at the west entrance, consideration should be given to additional operation improvements along Vierling Drive. This may include some or all of the following: • Relocating the east entrance left turn out movement to the west entrance • Restricting the left turn in movement from Vierling Drive to the north (Walgreen's) and relocating it to the west entrance • Reconfiguring the east intersection to a right - in/right -out access Each of these potential improvements could provide better operation at the east entrance and together with the traffic signal at the west entrance, improve the overall flow of traffic on Vierling Drive. The question that should be considered is to what extent each improvement would impact the operation of Vierling Drive, and how these improvements would impact CSAH 17. This will require additional studies to determine these impacts. CAWENDOWS \TEMP \112601 bl.doc Hours Met Vierling Drive at Vierling Drive at Warrant Hours Required West Entrance East Entrance Warrant 1 8 9 9 Warrant 2 8 7 7 Warrant 6 8 No No Warrant 8 8 8 8 Warrant 9 4 8 8 Warrant 11 1 4 4 Conclusions Based on the warrant analysis, traffic signals would be justified at both intersections. However, the intersection of the east entrance is too close to the CSAH 17 (Marschall Road) intersection to provide for a good traffic operations. Should a signal be installed at this location, the delays in operation of this signal system could impact the intersection at CSAH 17. The intersection of the west entrance would be the ideal location for a signal system in this corridor. The intersection provides adequate spacing between the CSAH 17 intersection and the proposed signal system to assure proper operation of both signal systems. This intersection was also identified as the location in which a signal system may be installed as part of the Crossroads Center traffic study prepared by the developer in 1997. Should a traffic signal system be installed at the west entrance, consideration should be given to additional operation improvements along Vierling Drive. This may include some or all of the following: • Relocating the east entrance left turn out movement to the west entrance • Restricting the left turn in movement from Vierling Drive to the north (Walgreen's) and relocating it to the west entrance • Reconfiguring the east intersection to a right - in/right -out access Each of these potential improvements could provide better operation at the east entrance and together with the traffic signal at the west entrance, improve the overall flow of traffic on Vierling Drive. The question that should be considered is to what extent each improvement would impact the operation of Vierling Drive, and how these improvements would impact CSAH 17. This will require additional studies to determine these impacts. CAWENDOWS \TEMP \112601 bl.doc Mr. Bruce Loney, P.E. City of Shakopee November 26, 2001 Page 3 Recommendation Three options exist with respect to the next step in the process. Each is discussed below: Option l : Install a traffic signal at the west entrance without any other improvements to the roadway. This would provide an operational benefit to Vierling Drive and the access into the Crossroads Center development. It can be assumed that some traffic that would normally use the east entrance would relocate to the west entrance to take advantage of the signal system. However, the east entrance would have full operation, thereby not physically directing the traffic to the new signalized intersection. Option 2 : Conduct a detailed traffic study of all options for operational improvements to Vierling Drive, assuming a traffic signal system at the west entrance. This will provide the City Council with a plan for improving the operations of Vierling Drive to the best of the City's abilities. Option 3 : Combination of Option 1 and Option 2. This option would be to install the traffic signal system at the west entrance now and study the operational characteristics of the corridor, realizing that some additional improvements may be installed at a later date that may impact the signal system. With each of these options, coordination should be made with Scott County. Currently the County is considering studying the signal systems on CSAH 17 to determine if and/or when the signals should be interconnected. It would be in the city's best interest to be included in such a study. nm/co CAWINDOWS\TEMPU12601 bl.doc 0 O N N 0 0 N u m 0 CL U 0 ® t t C Q� a N 0 o � o N E N C Q � O C O lC O = O U 10 O t t y d N m E L C n m tp C 0 `m E d to C D CD N tm E AZ tC H C d O m L a t (a > O ❑ '• "' o fC 3 O c � � a, 7 ol� U t V m r 07 = L d U . CD N 'y C •L .q a >F e d c m r E' v . '• O �Uv oo ca w t� Ow U IQ J O C C N b y O N �. U O y 0 N C V ID � 0 O Z�' O y E S U N m m N N t 41 f R m o r m ;E O a¢U o u mil= 3 0� a2 t / 0 O N e 1 - I I ME t 1 0 0 0 p ° ° J 0 m A D O 0 0 N O O CN N 1 N t V M m a`y _ s � ' Z to C O 14 —° 22 7 1Q PT in 1.�- 1 1 Y C _ C C IL W 7 - e E . 'E ul ® ` E li IL LL d LL. LL UU i - - - p i a . 0 d C ® M e_ Q! C Q 0 O QD O O fn � O d w d C C 3 1a E 41 O. d f0 f� 8A cta a e LLJ E' w E d e 1 ` n, c v E o n` e 1C J 2 C tl$ > 9I !4 C --ac ` C ® (G U N o 4p d C a G9� �C G A 0 �X t e ~ l�LC7U" �° t y ` ®® p C W_jU gL) 0-a IS t�(A0)U)f!)P O Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Approval of Blue Lake Watershed Environmental Assessment Worksheet (EAW) DATE: December 4, 2001 INTRODUCTION: Attached is the EAW for Blue Lake Watershed that was previously authorized by City Council and has been completed. The next step is for the City, as the Responsible Governmental Unit (RGU) to distribute the EAW for review and publish notice of its availability in the "BQB" Monitor. :: �7Zl1:Z1111►`I 1 Previously, the City Council authorized an EAW for the Blue Lake Watershed to determine the environmental impacts to the three alternatives identified in the Blue Lake Watershed feasibility report done by WSB & Associates, Inc. This EAW has been completed and submitted for Council consideration and for distribution to the various government entities and individuals that wish to review and comment on this EAW. This EAW was prepared by WSB & Associates, Inc. In summary, the results of this EAW is that Alternative No. 3, which is the alternative that incorporates a drainage channel through the Mdewakanton Sioux Community property east of C.R. 83, is the best alternative to maintain the existing drainage patterns that exist today. Also, this alternative has the best potential for increased infiltration and reduced pollutant loads for stormwater. 1. Approve a motion to authorize publication of notice in the " BQB" Monitor and distribution of the draft Blue Lake Watershed District EAW for review and comment. 2. Do not approve a motion for distribution at this time. 3. Table for additional information. Staff recommends Alternative No. 1, as the EAW is ready for distribution for comments from various entities and individuals. Council is not being asked to approve the EAW at this time, only distribute the draft EAW for comments. pff l m Iii Approve a motion to authorize publication of notice in the "EQB" Monitor and distribution of the draft Blue Lake Watershed District EAW for review and comment. Bruce Loney Public Works Director BUpmp BLWATERSBED Memorandum From: Date: Re. Honorable Mayor and City Counci4 City of Shakopee Bruce Loney, F.E. Pete Willenbring, P.E., WSB & Associates, Ina November 28, 2001 EAW for Blue Lake Watershed Drainage Improvement Project WSB Project No. 1281 -19 Attached, please find a copy of the EAW for the Blue Lake Watershed Drainage Improvement Project as well as a supplemental study entitled Environmental Assessment of Water Quantity /Quality Impacts associated with Drainage Improvements in Blue Lake Watershed for your review. If the EAW and supplemental report are acceptable, authorization for public distribution of the EAW should be provided at the next Council meeting. If authorization to distribute these documents for public comment is provided at the December 4, 2001 Council meeting, the public notice period would end January 9, 2002. If you have any questions, please feel free to contact me at (763)287 -7188. attachments F.• I WPWIM 1281 - 191112801 hmcc. doc Minneapolis - St. Cloud - Equal Opportunity Employer Blue Lake Watershed Drainage Improvement Project A 3 Fil RGU EQB Publication Date: December 10, 2001 City of Shakopee EAW Comment Deadline: January 9, 2002 129 Holmes Street Shakopee, MN 55379 4150 Olson Memorial Highway Minneapolis, MN 55422 AM NIMENE W & Associates, Inc. AP I i . Note to preparers: This form is available at www.mnplan.state.mn.us. EAW Guidelines will be available in Spring 1999 at the web site. The Environmental Assessment Worksheet provides information about a project that may have the potential for significant environmental effects. The EAW is prepared by the Responsible Governmental Unit or its agents to determine whether an Environmental Impact Statement should be prepared. The project proposer must supply any reasonably accessible data for — but should not complete — the final worksheet. If a complete answer does not fit in the space allotted, attach additional sheets as necessary. The complete question as well as the answer must be included if the EAW is prepared electronically. Note to reviewers: Comments must he submitted to the RGU during the 30 -day comment period following notice of the EAW in the EOB Monitor. Comments should address the accuracy and completeness of information, potential impacts that warrant further investigation and the need for an EIS. 1. Project title Blue Lake Watershed Drainage Improvement Project 2. Proposer City of Shakopee 3. RGU City of Shakopee Contact Person Bruce Loney, P.E. Contact Person Bruce Loney, P.E. Title Public Works Director Title Public Works Director Address 129 Holmes Street South Address 129 Holmes Street South City, State, Zip Shakopee, NIN 55379 City, State, Zip Shakopee, NIN 55379 Phone 952 -233 -3800 Phone 952- 233 -3800 ,Fax 952- 233 -3801 Fax 952- 233 -3801 E -mail bloney(ifti.shakopee.mn.us E -mail bloney(ii ci.shakopee.mn.us 4. Reason for EAW preparation (check one) EIS scoping — Mandatory EAW Y* Citizen petition _ RGU discretion Y* Proposer volunteered If EAW is mandatory give EQB rule category subpart number and subpart name Wetlands 4410.4300 subp. 27 and Protected Waters *The project has the potential to change the course, current, or cross section of more than 1 acre of Protected Water/Wetland 5. Project location County Scott City / Township City of Shakopee E 1 /z Section 3 Township T 115 N Range R 22 W SE 1/4 Section 9 Township T 115 N Range R 22W S ih Section 10 Township T 115 N Range R 22 W NE 114 Section 10 Township T 115 N Range R 22 W N Vh Section 14 Township T 115 N Range R22 W SE 1/4 Section 14 Township T 115 N Range R 22 W N/S centerline Section 16 Township T 115 N Range R22 W Page 1 T7AWMAW1231- 19 \eaw99.wpd N 1 / Section 22 Township T 115 N Range R22 W NW 1/4 Section 23 Township T 115 N Range R 22 W Attach each of the following to the EAW: • County map showing the general location of the project (Figure 1, Appendix A); • U.S. Geological Survey 7.5 minute, 1:24,000 scale map indicating project boundaries (photocopy acceptable); (Figure 2, Appendix A) • Site plan showing all significant project and natural features (Figure 3, Appendix A). Appendix B contains site maps for Alternatives 1 -3, and Proposed Typical Sections 3A and 313 6. Description a. Provide a project summary of 50 words or less to be published in the EOB Monitor. The City of Shakopee has prepared an EAW that analyzes three potential alignment alternatives for a trunk storm water conveyance system to provide an improved and stable outlet channel for the Blue Lake Watershed. These alternatives include a piping system or an open channel. b. Give a complete description of the proposed project and related new construction. Attach additional sheets as necessary. Emphasize construction, operation methods and features that will cause physical manipulation of the environment or will produce wastes. Include modifications to existing equipment or industrial processes and significant demolition, removal or remodeling of existing structures. Indicate the timing and duration of construction activities. Alternative 1: Construct Storm Sewer North Along CR 83 to K -Mart Linear Pond This alternative consists of constructing a storm sewer pipe from the low point located immediately north of Valley View Road and CR 83, to the north along the CR 83 alignment and outfalling into the TH 169 ditch. Water from this outfail is proposed to be routed through the K -Mart Linear Pond,, and then into the Prior Lake - Dean Lake outlet channel. The alignment of this proposed system is shown on Fgure 1, Appendix B and consists of a pipe ranging in. size from a 48 -inch to a 72 -inch reinforced concrete pipe (RCP). Design considerations that are associated with the construction of this system are as follows: • Minnesota Department of Transportation (Mn/DOT) approval will be necessary to route an additional 3,400 acre drainage area into the K -Mart Linear Pond. Until a formal request for approval is submitted to Mn/DOT, it is unknown as to whether or not Mn/DOT will allow the 3,400 acre increase in drainage area and an increase of 193 cfs to be directed into the K -Mart Linear Pond via this route. It is likely that the peak discharge rate may need to be reduced from 193 cfs if this alignment is utilized, and additional storage may need to be incorporated into the upstream drainage system. • It will be necessary to construct additional outlet capacity to the K -Mart Linear Pond and the Valley Green 13` Addition Wetland Complex. Additional right -of -way on Scott County Road 83 may be necessary to install the deep storm sewer system. Deep cuts will be necessary to install the storm sewer. Excavation of 8,000 CY of rock is estimated for this alternative. Methods associated with this alternative that will require physical manipulation of the environment include: Installation of storm sewer and associated appurtenances Alternative 2: Construct Storm Sewer North Along CR 83 to CR 16 to Dean's Lake Page 2 r: \WPW 1 1231- 19 \eaw99.wpd This alternative consists of constructing a storm sewer pipe from the low point in Subwatershed BLD 8 north along the CR 83 alignment, then east along the new CR 16 alignment, and outfalling into Dean's Lake (see Figure 2, Appendix B). The design considerations associated with the construction of this alternative are as follows: Additional right -of -way on Scott County Road 83 may be necessary to install the deep storm sewer system. This alternative could include the installation of a deep sanitary sewer line, which would provide service to the newly developing areas. This construction alternative may require significant amount of rock excavation. This alternative would not require any changes to theK -Mart Linear Pond or the Valley Green 13` Addition ponding areas. Methods associated with this alternative that will require physical manipulation of the environment include: Installation of storm sewer and associated appurtenances Alternative 3: Construct Greenway Corridor East to existing Prior Lake - Spring Lake Outlet Channel This alternative consists of constructing an overland- overflow system or open channel system from CR 83 east, outfalling into the Prior Lake - Spring Lake Outlet Channel, and draining into Dean's Lake (see Figures 3 -5, Appendix B). This alternative maintains the drainage patterns as indicated in the City of Shakopee's Comprehensive Stormwater Management Plan. There are two design options proposed for Alternative 3. Design Option 3A Design Option 3A consists of constructing an open channel that would have some standing water, a greenway corridor, and relatively steep side slopes (See Figure 4, Appendix B). The overall width proposed for this design option ranges from 120'- 150'. Design Option 3B Design Option 3B includes the incorporation of dead pool storage, a greenway corridor, and additional live pool storage in the design (See Figure 5, Appendix B). The overall width proposed for this design option ranges from 200'- 250'. The design considerations associated with the construction of these options are as follows: This alternative would require installation of pipes or culverts under three crossings including CR 83, County State Aid Highway (CSAH) 21, and Pike Lake Trail. This alternative provides an opportunity to construct a greenway and wildlife travel corridor along the proposed channel for this portion of the City of Shakopee. This alternative provides an opportunity for the City to utilize infiltration and/or dead water storage to improve the quality of water that would be discharged from this watershed. Utilization of the other alternatives (Alternative 1 or 2) will require the construction of additional facilities to provide these functions. Methods associated with this alternative that will require physical manipulation of the environment include: Construction of channel Installation of culverts or pipes at three locations Page 3 F: \1XTVvW1281- 19 \eaw99.mpd Potential installation of sanitary sewer and watermain c. Explain the project purpose; if the project will be carried out by a governmental unit, explain the need for the project and identify its beneficiaries. The purpose of the proposed project is to provide drainage improvements within the Blue Lake Watershed. There is a need to provide an outlet from a depression located in the vicinity of CR 83 and Valley View Road. Currently, water pools in this depression and portions of the surrounding area prior to overflowing towards Dean's Lake. The area to the west of this depression is being developed and a positive outlet for its stormwater storage is needed. People utilizing the area will benefit from the proposed project. d. Are future stages of this development including development on any outlots planned or likely to happen? ❑ Yes E No If yes, briefly describe future stages, relationship to present project, timeline and plans for environmental review. e. Is this project a subsequent stage of an earlier project? EYes ❑ No If yes, briefly describe the past development, timeline and any past environmental review. The proposed project has been identified within the Comprehensive Stormwater Management Plan (CSMP). Capital Improvements for Stormwater Drainage identified in the CSMP include: Cl - 2: Construct necessary stormwater rate control and treatment facilities to accommodate new development in the City. CI - 3: Construct improvements as determined by the Deans Lake Diagnostic Feasibility Report. ® CI - 5: Construct necessary improvements to the Prior Lake /Spring Lake/ Deans Lake outlet channel as necessary to provide a stable channel with adequate hydraulic capacity. 7. Project magnitude data Total Project acreage Approxi Alternative 1: Alternative 2: Alternative 3A: Alternative 3B: mate total project acreage: 11.7 16.3 32.6-41.0 (Dependent on width) 54.4-68.0 (Dependent on width) Number of residential units: unattached N/A attached N/A maximum units per building N/A Commercial, industrial, or institutional building area (gross floor space); total square feet N/A Indicate areas of specific uses (in square feet): Office N/A Manufacturing N/A Retail N/A Other industrial N/A Warehouse N/A Institutional N/A Light industrial N/A Agricultural N/A Page 4 F :\WPWIN \(231- 19 \ea%v99.wpd Other commercial (specify) N/A Building height N/A If over 2 stories, compare to heights of nearby buildings N/A 8. Permits and approvals required. List all known local, state and federal permits, approvals and financial assistance for the project. Include modifications of any existing permits, governmental review of plans and all direct and indirect forms of public financial assistance including bond guarantees, Tax Increment Financing and infrastructure. The table below indicates the unit of government from which. a permit or approval is required followed by the associated alternatives in parentheses. Unit of government Type of application Status FEDERAL US Army Corps of Engineers GP /LOP To be obtained (1,2,3) Prior Lake Watershed District (1,2,3) Plan Review To be obtained US Fish & Wildlife Service Scott County Soil and To be obtained if (1,2,3) wetland drained or STATE NPDES Permit To be obtained MN Pollution Control Agency Dean's Lake Outlet Permit, DNR Permit #98- Obtained (1,2,3) 6024 Dept. of Natural Resources To be obtained if (1,2,3) Water appropriations necessary Dept. of Natural Resources To be obtained (1,2,3) Plan review CITY/LOCAL To be obtained Plan review Lower Minnesota River Watershed District (1,2,3) To be obtained Plan review Prior Lake Watershed District (1,2,3) To be obtained Plan approval Scott County Soil and To be obtained if Conservation District Wetland Conservation Act approval wetland drained or filled City of Shakopee (1,2,3) City of Shakopee (1,2,3) Page 5 F: \WPWMI231- 19 \e=99.%vTd 9. Land use. Describe current and recent past land use and development on the site and on adjacent lands. Discuss project compatibility with adjacent and nearby land uses. Indicate whether any potential conflicts involve environmental matters. Identify any potential environmental hazards due to past site uses, such as soil contamination or abandoned storage tanks, or proximity to nearby hazardous liquid or gas pipelines. Land Use Recent past land use has primarily been agricultural in this area. Current land use in the immediate project area remains primarily agricultural. Crops currently being grown include corn and soybeans. Much of the area is used as pasture for cows, horses, and sheep. Commercial horse stables are located north of CR 16 and fauns occur throughout the area. Commercial and industrial developments exist near the intersection of CR 83 and TH 169, and include a gravel quarry. Residential development occurs throughout the area. The Shakopee Mdewakanton Sioux Community is located immediately south of the project area. The Wilkie Unit of the US Fish & Wildlife Service Minnesota Valley National Wildlife Refuge is located north of TH 101. Blue Lake (DNR # 88P) is located within the Wilkie Unit. Dean's Lake (DNR # 74P) is located north of CR 16 and south of TH 169. The proposed project is compatible with current land uses and is designed to meet anticipated future needs of development in the area. There are no known environmental hazards due to past site uses. 10. Cover types. Estimate the acreage of the site with each of the following cover types before and after development: ALTERNATIVE 1 Before After Before After Types 1 -8 wetlands 0 0 Lawn/landscaping 0 0 Wooded/forest 0.9 0 Impervious surfaces 0 0 Brush/Grassland 2.6 0 Other- disturbed 0 11.7 areas will be seeded Cropland 8.2 0 TOTAL 11.7 11.7 ALTERNATIVE 2 Before After Before After Types 1 -8 wetlands 0 0 Lawn/landscaping 0 0 Wooded/forest 1.1 0 Impervious surfaces 0 0 Brush/Grassland 0 0 Other- disturbed 0 16.3 areas will be seeded Cropland 15.2 0 Page 6 F: \WPWIIV\1231- 19 \eaw99.wod fox 16.3 16.3 ALTERNATIVE 3A (channel width 120'- 150') Before After Before After Types 1 -8 wetlands 0 0 Lawn/landscaping 0 0 Wooded/forest 0 0 Impervious surfaces 0 0 Brush/Grassland 0 0 Other- channel 0 32.6 - 41.0* Cropland 32.6- 0 41.0* TOTAL 32.6- 32.6- *dependent on 41.0* 41.0* width ALTERNATIVE 3B (channel width = 200'- 250') Before After Before After Types 1 -8 wetlands 0 0 Lawn/landscaping 0 0 Wooded/forest 0 0 Impervious surfaces 0 0 Brush/Grassland 0 0 Other- channel, 0 54.4 - 68.0* greenway Cropland 54.4- 0 68.0* TOTAL 54.4- 54.4- *dependent on 68.0* 68.0* width Alternative 3 (3A, 3B) may include construction of a trail within the greenway that could be composed of impervious or pervious material. 11. fish, wildlife and ecologically sensitive resources a. Identify fish and wildlife resources and habitats on or near the site and describe how they would be affected by the project. Describe any measures to be taken to minimize or avoid impacts. The Wilkie Unit of the US Fish & Wildlife Service Minnesota Valley National Wildlife Refuge is located north of TH 101. This area is the location of one of Minnesota's largest great blue heron rookeries which contains over 600 nests. Bald eagles and Forster's tears are also known to nest within the Refuge. There is no construction proposed north of TH 101 in this project. However, Blue Lake is currently receiving stonnwater from the project area and is located within the Wilkie Unit. To minimize negative impacts associated with runoff that eventually enters Blue Lake, measures that include treatment of stormwater prior to discharge and construction of rate control devices are proposed upstream from this area as part of general development. In the development of the City's Stormwater Management Plan, a Visual Wetland Inventory was conducted of wetlands identified in the National Wetland Inventory (NWI) and the information gathered was used to organize Page 7 FAWPWMI231- 191eam99.npd the wetlands into potential use classifications. Three wetlands identified in the CSMP are located on or near the proposed alternatives as described below: Alternative 1 Two wetlands identified on the NWI are located within the project area for this alternative. One of these wetlands was not observed in the field during the Visual Wetland Inventory, and is identified in the CSMP as BLDIO -l. This wetland was identified during a site visit on September 20, 2001, but did not have surface water and consisted mainly of mud flats with sparse vegetation. The potential use of this wetland is identified in the CSMP as runoff management. The other wetland is identified as BLD8 -1 in the CSMP, and its potential use is also identified as runoff management. Alternative 1 utilizes both wetlands in a manner consistent with the CSMP. Alternative 2 Alternative 2 is very similar to Alternative 1, with the main difference being the location of the outfall. The wetlands described for Alternative 1 are the wetlands associated with Alternative 2. Therefore, Alternative 2 utilizes the existing wetlands in a manner consistent with the CSMP. Alternative 3 (Design Options 3A, 3B) One wetland identified in the NWI is located within the project corridor of Alternative 3. This wetland is identified in the CSMP as BLD1 -1 and was not identified in the field during the Visual Wetland Inventory nor during a site visit on September 18, 2001. Because this wetland could not be located in the field, no potential use for this wetland is described in the CSMP. Dean's Lake, a DNR water, is also located within the project area. Depending on the alternatives, water will either continue to be directed to Dean's Lake (Alternatives 2 and 3) or be diverted' away from Dean's Lake (Alternative 1). A functions and values assessment was completed for Dean's Lake and a detailed discussion of the impact of each alternative is included in the Envir-onrnental Assessment. of Water Quantity/Qualify Impacts Associated with Drainage Improvements in the Blue Lake Watershed, which is incorporated by reference and included with this EAW. Outlined below is a summary of the anticipated impacts on Dean's Lake associated with each alternative: Alternative l This option alters the existing historic hydrologic regime of Dean's Lake by diverting water away from the basin. This has the potential to effectively drain a portion of the wetland by reducing the amount of water that the wetland currently receives. While the hydrology of Dean's Lake is both groundwater and surface water driven, the surface water plays a significant role in maintaining the hydrology and water quality of this wetland and diverting water away from Dean's Lake is anticipated to have a detrimental affect. Alternative 2 This option alters the existing drainage patterns of Dean's Lake by directing water to the northwest portion of the Lake rather than the eastern portion. However, water will not be directed away from the Lake as in Alternative 1. Therefore, no negative impacts associated with a change in hydrology is anticipated on the wetland complex and associated habitat within the Lake. Alternative 3 This option closely maintains the existing hydrology and drainage patterns to Dean's Lake. Further, this option promotes infiltration through the use of an open channel rather than storm sewer pipes. While Dean's Lake appears to more affected by surface water, groundwater is still a factor in supporting the hydrology of the Lake; thus promoting infiltration is anticipated to be beneficial. Additionally, Alternative 3 proposes to create a greenway corridor. This corridor is anticipated to be a benefit to wildlife in the area. Page 8 P: \WPWIN \1281- 19 \eaw99. %vpd A more extensive discussion of ecological impacts in included in the Environmental Assessment of mater Quawhi VQualio Impacts Associated with Drainage Improvements in the Blue Lake_ Ylratetshed. b. Are any state - listed (endangered, threatened or special concern) species, rare plant communities or other sensitive ecological resources such as native prairie habitat, colonial waterbird nesting colonies or regionally rare plant communities on or near the site? EYes ❑ No If yes, describe the resource and how it would be affected by the project. Indicate if a site survey of the resources has been conducted and describe the results. If the DNR Natural Heritage and Nongame Research program has been contacted give the correspondence reference number: ERDB 20020132 Describe measures to minimize or avoid adverse impacts. The Minnesota Natural Heritage database was reviewed by the Department of Natural Resources (DNR) to determine whether any rare plant or animal species or other significant natural resources are known to occur within a radius of approximately one mile of the project area. This review identified a number of known occurrences of rare species and natural communities near the site. A list of the resources identified follows: 1. Colonial waterbird nesting site 2. Forster's tern (Stema forsteri) 3. Bald eagle (Haliaeetus leucocephaltts) 4. Hill's thistle (Orsiumt hillii) 5. Dry prairie (southeast) Barrens subtype 6. Rhombic - petaled evening primrose (Oenothera rhombipetala) 7. Plains pocket mouse (Peron zathus flavescens) 8. Gopher snake (Pititophis catenifer) 9. Regal frittilary (Speveria idalia) 10. Maple- basswod forest (Big Woods) 11. Common moorhen (Gallinula chloroptts) 12. Dry prairie (central) sand - gravel subtype 13. Mussel sampling site 14. Western harvest mouse (Reithrodontotnys tnegalods) Most of these species or natural resources were documented outside of the immediate project area. The majority of occurrences are located north of TH 101. Stormwater currently drains to the north from the project area, and would continue to do so as a result of each of the alternatives. Although impacts to these resources are not anticipated as part of these alternatives, any impacts would be temporary in nature during the construction of the drainage improvements. A copy of the letter from the DNR Natural Heritage program is included in Appendix C. 12. Physical impacts on water resources. Will the project involve the physical or hydrologic alteration (dredging, filling, stream diversion, outfall structure, diking, and impoundment) of any surface waters such as a lake, pond, wetland, stream or drainage ditch? EYes ❑No If yes, identify water resource affected and give the DNR Protected Waters Inventory number(s) if the water resources affected are on the PWI: See below Describe alternatives considered and proposed mitigation measures to minimize impacts. DNR Protected Waters that may be affected include: Dean's Lake (74P) Blue Lake (88P) • Protected tributary from 249W • Minnesota River Page 9 F:WVPW1Mt231- 19\eam99.mpd Effects on Water Resources Alternative 1 - This alternative involves diverting water around Dean's Lake and significantly decreasing the existing runoff volume, the discharge rate, and bounce within Dean's Lake in the fully developed condition. This alternative may have the potential to significantly lower the surface water elevation of Dean's Lake over time. The discharge rate into Blue Lake is anticipated to slightly increase under low flow conditions under Alternative 1. However, there are not any anticipated negative- water quantity impacts on Blue Lake or the Minnesota River associated with this alternative. Alternative 2 - This alternative would perpetuate the existing drainage to Dean's Lake. However, water would outfall to Dean's Lake on the west side rather than the east side. Future development stormwater treatment improvements would result in a slight decrease in inflow volume, slight decrease in bounce, and slight reduction in discharge rate under developed conditions due to rate control that would be required as part of any development within the watershed. This alternative is also expected to decrease the discharge rate in the Dean's Lake /Blue Lake Outlet channel'at TH101. Alternative 3 - This alternative most closely mimics the existing overland overflow systems. Water would be directed east to the Prior Lake -Spring Lake outlet channel as it does in the existing conditions. Through future on -site rate control and treatment that would be required as part of any development within the watershed as well as infiltration in the channel, it is anticipated that this option will slightly decrease the inflow volume, slightly decrease bounce, and decrease peak discharge rates leaving Dean's Lake. This alternative is also anticipated to decrease the discharge rate in the Dean's Lake /Blue Lake outlet channel at TH101. This alternative is expected to have no negative water quantity impacts on Dean's Lake, Blue Lake, or the Minnesota River. If wetlands are to be drained or filled as part of any alternative, mitigation will be in accordance with the Wetland Conservation Act. The City's CSMP identifies two wetland areas on the NWT. The low point in subwatershed BLD7 and 8 warrants further investigation for the presence or absence of a wetland. The wetland identified along Alternative 3 has not been located in the field and likely does not exist. The relevant portion of the Scott County Protected Waters and Wetlands is included in Figure 4, Appendix A. 13.. Water use. Will the project involve installation or abandonment of any water wells, connection to or changes in any public water supply or appropriation of any around or surface water (including dewatering)? EYes ❑ No If yes, as applicable, give location and purpose of any new wells; public supply affected, changes to be made, and water quantities to be used; the source, duration, quantity and purpose of any appropriations; and unique well numbers and DNR appropriation permit numbers, if known. Identify any existing and new wells on the site map. If there are no wells known on site, explain methodology -used to determine. Temporary appropriation of surface water may be necessary during construction of each of the proposed alternatives. There are no known wells within the project areas. 14. Water - related land use management district. Does any part of the project involve a shoreland zoning district, a delineated 100 -year flood plain, or a state or federally designated wild or scenic river land use district? EYes ❑ No If yes, identify the district and discuss project compatibility with district land use restrictions. There is no proposed construction within the 100 -year floodplain of the Minnesota River in any of the alternatives, however the Minnesota River is a receiving water associated with the proposed project. The Minnesota River is designated as a Wild and Scenic River from Lac Qui Parle Darn to Franklin, which does not include the Shakopee area. Page 10 P: \WPW1N \1231- 19 \eam99.%vpd Dean's Lake is included in the Shoreland District of the City of Shakopee. Dean's Lake is classified as a natural environment water body and the required setback for buildings, roads, and parking areas is 200 feet from the Ordinary High Water (OHW) elevation. City Ordinance No. 500 provides that no motorized watercraft are permitted on Dean's Lake. The drainage improvement project will be in conformance with the City's Shoreland District requirements. 15. Water surface use. Will the project change the number or type of watercraft on any water body? OYes No If yes, indicate the current and projected watercraft usage and discuss any potential overcrowding or conflicts with other uses. 16. Erosion and sedimentation. Give the acreage to be graded or excavated and the cubic yards of soil to be moved: acres see below cubic yards see below . Describe any steep slopes or highly erodible soils and identify them on the site map. Describe any erosion and sedimentation control measures to be used during and after project construction. Acreage to be ,graded or excavated and the cubic yards of material to be moved Alternative 1: estimated acres to be graded or excavated 11.7 estimated CY material to be moved 8,000 - rock Alternative 2: estimated acres to be graded or excavated 16.3 estimated CY material to be moved 8,000 - rock Alternative 3: Option 3A: channel width = 120'- 150' estimated acres to be graded or excavated estimated CY material to be moved Option 313: channel width = 200'- 250' estimated acres to be graded or excavated estimated CY material to be moved 32.6-41.0 5,000 (rock); 232,100 (soil) 54.4-68.0 5,000 (rock); 232,100 - 332,000 (soil) Highly Erodible Soils Areas prone to erosion within the City of Shakopee are identified on Figitre 6, Appendix A. Highly erodible soils and potentially highly erodible soils that are located within the project area are described below: HIGHLY ERODIBLE SOILS: Soil Map Unit Symbol Lakeville - Burnsville gravelly sandy loams, 12 -50% slopes LbD Lester silt loam, 12 -18 %, 18 -25 %, 25 -35% slopes LcD, LcD2, LcE2, LcF2 Streepland, Hayden Lester Materials Sb Terrace escarpments Ta Terril sandy loam, 12 -18 %, 18 -25% slopes TbD, ThE Terril silt loam, 12 -18 %, 18 -25% slopes TcD, TcE POTENTIALLY HIGHLY ERODIBLE SOILS: Soil Maa Unit Svrnbol Copas silt loam, 2 -6% slopes CdB, CdB2 Dakota loam, 6 -12% slopes DaC2 Dakota sandy loam, 6 -12% slopes DbC2 Estherville loam & sandy loam, 6 -12% slopes EaC, EaC2 Page 11 F : \WPNVW \1231- 19 \eaiv99.vpd Estherville gravelly sandy loam, 6 -12% slopes EbC, EbC2 Hubbard loamy fine sand, 6 -12% slopes HeC. HeC2 Lakeville - Burnsville gravelly sandy foams, 6 -12% slopes LbC2 Lester silt loam, 6 -12% slopes LeC, LcC2 Terril sandy loam, 6 -12% slopes TbC Terril silt loam, 6 -12% slopes TcC Erosion and Sedimentation Control Measures Erosion and sedimentation control measures to be used for all alternatives during and after construction include seeding and mulching of exposed soils, installation of Class IV random riprap at outfalls, and installation of silt fencing. For Alternative 3, stabilization and expansion of the existing drainage channel is proposed. Drop structures within the channel are also proposers to reduce water velocities within the channel thus reducing erosion potential. 17. Water quality: surface water runoff a. Compare the quantity and quality of site runoff before and after the project. Describe permanent controls to manage or treat runoff. Describe any stormwater pollution prevention plans. b. Identify routes and receiving water bodies for runoff from the site; include major downstream water bodies as well as the immediate receiving waters. Estimate impact runoff on the quality of receiving waters. The P8 water quality analysis anticipates that under all three alternatives the total suspended solids load to Blue Lake and Dean's Lake may be reduced. This is a result of converting agricultural property to residential and the addition of stormwater infiltration and detention ponds. Alternative 1 increases the area tributary to the K -Mart Linear Pond. This results in higher loading rates to the K -Mart Pond. Alternative 3 reduces the pollutant loadings to Dean's Lake in comparison to Alternative 2. This reduction occurs as a result of infiltration within the proposed greenway corridor. The impacts of runoff have been analyzed in detail and can be found in EIMI'077menlal Assessment of Waler Quantity/ Quality Impacts Associated With Drainage Improvements in the Blue Lake Watershed, which is incorporated by reference and included with this EAW. 18. Water quality: wastewaters a. Describe sources, composition and quantities of all sanitary, municipal and industrial wastewater produced or treated at the site. None of the alternatives outlined in this EAW will produce sanitary, municipal, or industrial wastewater. b. Describe waste treatment methods or pollution prevention efforts and give estimates of composition after treatment. Identify receiving waters, including major downstream water bodies, and estimate the discharge impact on the quality of receiving waters. If the project involves on -site sewage systems, discuss the suitability of site conditions for such systems. N/A c. If wastes will be discharged into a publicly owned treatment facility, identify the facility, describe any pretreatment provisions and discuss the facility's ability to handle the volume and composition of wastes, identifying any improvements necessary. . N/A Page 12 F: \WPWM1231- 19 \eam99.%vpd d. if the project requires disposal of liquid animal manure, describe disposal technique and location and discuss capacity to handle the volume and composition of manure. identify any improvements necessary. Describe any required setbacks for land disposal systems. N/A 19. Geologic hazards and soil conditions a. Approximate depth (in feet) to 0 minimum 50 average ground water: to bedrock: 0 minimum 50 average Source: Geologic Atlas, Scott County, Minnesota, University of Minnesota 1982 Describe any of the following geologic site hazards to ground water and also identify them on the site map: sinkholes, shallow limestone formations or karst conditions. Describe measures to avoid or minimize environmental problems due to any of these hazards. There are no known sinkholes, shallow limestone formations, or karst conditions in the proposed project area. b. Describe the soils on the site, giving MRCS (SCS) classifications, if known. Discuss soil granularity and potential for groundwater contamination from wastes or chemicals spread or spilled onto the soils. Discuss any mitigation measures to prevent such contamination. The soils identified in the Scott County Soil Survey that are within the proposed project area are included in the following table: Soil Map Unit (symbol) Drainage Class Alluvial land (Ab) N/A Copas silt loam (CdA, CdB, CdB2) Dakota loam (DaA, DaB,DaB2, DaC2) well drained Dakota sandy loam (DbA, DbB, DbB2, DbC2) well drained Duelm fine sandy loam (Da) moderately well drained Dune land (Dg) N/A Estherville loam & sandy loam (EaB, EaB2, EaC, EaC2) somewhat excessively drained Estherville gravelly sandy loam (EbB, EbB2, EbC, EbC2) somewhat excessively drained Hubbard loamy fine sand (HeA, HeB, HeB2, HeC, HeC2) somewhat excessively drained Isanti fine sandy loam (Ia) very poorly drained Kasota silt loam (KaA, KaB) well drained Lakeville - Bumsville gravelly sandy loamy (LbB, LbB2, LbC, LbC2) N/A Lester silt loam (LcB, LcB2) well drained Marsh (Ma) N/A Peat (PbA, PbB) N/A Stony land (Sc) N/A Streepland, Hayden Lester Materials (Sb) N/A Terrace escarpments (Ta) N/A Terril sandy loam (TbB, TbC, TbD, TbE) moderately well drained Terril silt loam (Tc4, TcB, TcC, TcD, TcE) moderately well drained Waukegan silt loam (WaA, WaB, Wa132) well drained Zimmerman fine sand (ZaA, ZaA2, ZaB, ZaB2) excessively drained These soils are generally well drained and therefore have the potential to transmit contaminants to the groundwater. No chemical contaminants are anticipated within the project site once construction is complete. Page 13 FAWPWIN \1231- 19\eaw99.wpd Typical construction equipment containing petroleum products will be utilized during construction. The risks associated with groundwater contamination are typical Vfuconstruction site. After completion ofthe project, nhxzuwu±er would he the only potential ' ooutunobnaotoosite. Alternatives land 2 would result iu the nt000wotarbeing bomtornt sewer pipes oodldiscburgeaodreduce opportunities for infiltration. Alternative 3 would result in the ot000water being conveyed within un open channel until discharge and allow for iofiltratino. The potential for groundwater contamination from this project uzetyplcaJof other otormwatermanagement systems within the City. If the channel excavation results in exposure of bedrock, the City requires uzuinboocoof2feetofaoilhetweuudzchottoozaurfaceofapoodaodhedrodc � 20. Solid wastes, hazardous wastes, storage tanks a- DeocrDb*types,unuonat and compositions oi solid or hazardous wastes, including anima manure, sludge and ash, produced during construction and operat Identify method and location of disposal. For projects generating munici solid waste, indicate if there ls a xnnrco separation plan; describe how the project will be modified for recycling. If hazardous waste is generated, indicate if there is a hazardous waste minimization plan and routine hazardous waste reduction assessments. Neither solid nor hazardous wastes will be generated hv any of the alternatives outlined in this BAW. b' Identify any toxic :rhazardous materials tobo used or present at the site and identify measures to be used tn prevent them from contaminating grooudwut*r. I{ the use of toxic nrbuzurdvoxmouteriml will lead to x regulated waste, discharge or emission, discuss any alternatives considered to minimize or eliminate the waste, dimobor�aoromuinxiou' See response to Item 19. c' Indicate the number, location, size and use of any above or below ground tanks to store petroleum products or other materials, except water. Describe any emergency response containment plans. Petroleum products will be present oo site for the construction equipment during construction. 21' Traffic. Parking spaces added Existing spaces (if project lovo/v*voxpun Estimated total average daily traffic generated Estimated maximum peak hour traffic generated (if known) and time ofoccurrence Provide mo estimate of the impact ootruffiocnuA*uti0000uffectmdroudn and describe any traffic improvements necessary. If the project is within the Twin Cities metropolitan area, discuss its impact no the regional transportation system. 32' Vehicle-related air emissions. Estimate the effect of -the traffic generation on air quality, including carbon monoxide levels. Discuss the effect of traffic improvements or other mitigation measures oo air quality impacts. Note: II the project involves 500ormore parking spaces, consult fIA TV Guidelines about whether a detailed air quality analysis inneeded. 23. Stationary source air emissions. Describe the type, sources, quantities and compositions nfany emissions from stationary sources nf air emissions such uo boilers, exhaust stacks nr fugitive dust sources. Include any hazardous air pollutants (consult EANr Guidelines for m listing) and any greenhouse gases (such un carbon dioxide, methane, nitrous oxide) and ozone-depleting cbaoicnlx(cbdoro-Duornuurhuon, hydrofluorocarbons, perfluorocarbons or sulfur hexafluoride). Also describe any proposed pollution prevention techniques and proposed air pollution control devices. Describe the impacts on air quality. No stationary sources of air ernission are associated with any of the drainage improvernent alternatives. Page 14 r^*PWIvu2m1-19\=°9e°v 24. Odors, noise and dust. Will the project generate odors, noise or dust during construction or during operation? EYes ❑No If yes, describe sources, characteristics, duration, quantities or intensity and any proposed measures to mitigate adverse impacts. Also identify locations of nearby sensitive receptors and estimate impacts on them. Discuss potential impacts on human health or quality of life. (Note: fugitive dust generated by operations may be discussed at item 23 instead of here.) Odors, noise, and dust typical of construction activities would be generated temporarily and would occur as a result of the use of construction equipment. Alternatives 1, 2, and 3 have the potential for removal of bedrock which would result in noise generation and vibrations that are not typical. The additional noise and vibrations would be temporary. 25. Nearby resources. Are any of the following resources on or in proximity to the site? Archaeological, historical or architectural resources? EYes ❑ No Prime or unique farmlands or land within an agricultural preserve? E Yes ❑ No Designated parks, recreation areas or trails? E Yes ❑ No Scenic views and vistas? ❑ Yes E No Other unique resources? ❑ Yes E No If yes, describe the resource and identify any project - related impacts on the resource. Describe any measures to minimize or avoid adverse impacts. Archaeological, historical or architectural resources: The State Historic Preservation Office (SHPO) of the Minnesota Historical Society was contacted regarding the presence of archaeological, historical, or architectural resources within the project area. Information from SHPO indicates that there could be archaeological properties present north of TH 101 in the project area. There is no proposed construction north of TH 101 related to this project. Therefore, the City determines that an investigation into these resources is not necessary at this time. A copy of the letter regarding the inquiry to the SHPO is included in Appendit C. Prime Farmland: The following list of soil survey map units are located within the project area and have been designated as prime farmland within Scott County: Alluvial land (AaA, AaB), Dakota loam (DaA, DaB, DaB2), Kasota silt loam (KaA, KaB), Lakeville loam (LaA), Lester silt loam (LcB, LcB2), Terril sandy loam (TbB), Terril silt loam (TcA, TcB), and Waukegan silt loam (WaA, WaB, WaB2). Designated parks, recreation areas or trails: Portions of the Wilkie Unit of the US Fish and Wildlife Service Minnesota Valley National Wildlife Refuge are located north of TH 101 within the project area. There is no proposed construction north of TH 101 for this project. Stormwater will continue to flow through the Refuge to the Minnesota River as it does in the existing condition. 26. Visual impacts. Will the project create adverse visual impacts during construction or operation? Such as glare from intense lights, lights visible in wilderness areas and large visible plumes from cooling towers or exhaust stacks? E Yes ❑ No If yes, explain. Exposed soils and the presence of construction equipment are potential adverse visual impacts associated with the proposed project and these impacts would be temporary. 27. Compatibility with plans and land use regulations. Is the project subject to an adopted local comprehensive plan, land use plan or regulation, or other applicable land use, water, or resource management plan of a local, regional, state or federal agency? Page 15 F: \WP1AW1231- t9 \e2w99.mpd Yes ❑ No. If yes, describe the plan, discuss its compatibility with the project and explain how any conflicts will be resolved. If no, explain. City's Comprehensive Stormwater Management Plan Capital Improvements for Stormwater Drainage identified in the City of Shakopee's Comprehensive Stormwater Management Plan (CSMP) include: CI - 2: Construct necessary stormwater rate control and treatment facilities to accommodate new development in the City. Cl - 3: Construct improvements as determined by the Deans Lake Diagnostic Feasibility Report. CI - 5: Construct necessary improvements to the Prior Lake /Spring Lake/ Deans Lake outlet channel as necessary to provide a stable channel with adequate hydraulic capacity. The depression located near CR 83 and Valley View Road is identified in the CSMP as Water Resource Problem Area 3 (Ap ,pendix D). Constructing a drainage improvement project for this area is consistent with the City's CSMP. Alternative 3 is consistent with the existing drainage patterns is consistent with the City's CSMP. Watershed District The City's Stormwater Management Plan has been approved by the Lower Minnesota River Watershed District. The City's Plan identified Alternative 3 are the future drainage system for the Blue Lake Watershed. The drainage improvements within the Blue Lake watershed are intended to be in conformance with the Watershed District policies and standards. 28. Impact on infrastructure and public services. Will new or expanded utilities, roads, other infrastructure or public services be required to serve the project? E Yes ❑ No. If yes, describe the new or additional infrastructure or services needed. (Note: any infrastructure that is a connected action with respect to the project must be assessed in the EAW; see EAW Guidelines for details.) The proposed project is an infrastructure improvement project for stormwater management. Alternatives 1 and 2 include construction of storm sewer lines with Alternative 3 being an open channel. Installation of sanitary sewer and watermain could be coordinated with construction of Alternative 3. Future alignments are dependent on how development proceeds in the area. 29. Cumulative impacts. Minnesota Rule part 4410.1700, subpart 7, item B requires that the RGU consider the "cumulative potential effects of related or anticipated future projects" when determining the need for an environmental impact statement. Identify any past, present or reasonably foreseeable future projects that may interact with the project described in this EAW in such a way as to cause cumulative impacts. Describe the nature of the cumulative impacts and summarize any other available information relevant to determining whether there is potential for significant environmental effects due to cumulative impacts (or discuss each cumulative impact under appropriate item(s) elsewhere on this form). The drainage improvements discussed within this EAW are intended to benefit the drainage system within the Blue Lake Watershed. Some of these areas are guided for development as per the City's Land Use Plan. The Greenfield Residential Development (for which an EAW has been completed) is anticipated to be constructed within the Blue Lake Watershed. Other development within the area may be reviewed through an EAW process as required by Minnesota Rules. 30. Other potential environmental impacts. If the project may cause any adverse environmental impacts not addressed by items I to 28, identify and discuss them here, along with any proposed mitigation. Page 16 F: \bVPWrN \1231- 19 \eaw99..%pd No other environmental impacts have been identified through the EAW Process. 31. Summary of issues. Do trot complete this section if the EA JV is being done for EIS scopUig; instead, address relevant issues in the draft .Scapin Decision document, }Vhich inust accompany the EA TV List any impacts and issues identified above that may require further investigation before the project is begun. Discuss any alternatives or mitigative measures that have been or may be considered for these impacts and issues, including those that have been or may be ordered as permit conditions. 1 Impact to wetlands Any unavoidable wetland impacts such as filling or draining as part of these alternatives will be mitigated in accordance with the Wetland Conservation Act. No impact to Blue Lake and its associated wetland complex is anticipated as part of this project. Impact to water quantity and quality Alternative 1 would have the most significant impact on water quantity of Dean's Lake by significantly reducing surface water elevations. Alternatives 2 and 3 slightly reduce discharge rates and elevations of Dean's Lake as compared to existing conditions. This is a result of anticipated future rate control provided by upstream developments and is not anticipated to be a significant negative impact to the Lake. The P8 water quality analysis anticipates that under all three alternatives the total suspended solids load to Blue Lake and Dean's Lake may be reduced. This is a result of converting agricultural property to residential and the addition of stormwater infiltration and detention ponds. Alternative 1 increases the area tributary to the K -Mart Linear Pond. This results in higher loading rates to the K -Mart Pond. Alternative 3 reduces the pollutant loadings to Dean's Lake in comparison to Alternative 2. This reduction occurs as a result of infiltration within the proposed greenway corridor. Erosion and sedimentation Best Management Practices to control erosion and reduce sedimentation during and after construction are anticipated to be used for any of the alternatives discussed in this EAW. Further, Alternative 3 proposes to stabilize the existing drainage channel in the area. Signature Title Date Environmental Assessment Worksheet was prepared by the staff of the Environmental Quality Board at Minnesota Planning. For additional information, worksheets or for EAW Guidelines, contact: Environmental Quality Board, 658 Cedar St., St. Paul, MN 55155, 651 -296 -8253, or www.mnplan.state.mn.us Page 17 F:IWPWIN \1231- 19\eaw99.wpd Appendix A Figure l: Project Location Map Figure 2: USGS Quad Figure 3: National Wetlands Inventory Figure 4: DNR Protected Waters and Wetlands Figure 5: Soils Map Figure 6: Areas Prone to Erosion Page 20 F: \WPW1N1\1231- 19 \eaw99.wod _ I HE N N E P I N C 0. 30' m 25' 8 O i t/ 4• R 22 W G ,F... 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' ” - , , : rri m ti SAVAGE SAVAGE r \`J O 0 ■ :HEREBY CERTFY THAT THIS PLAN, SPECIFICATION, OR REPORT ■ - 4150 Olson Memorial Highway WAS PREPARED BY OR UNDER MY DIRECT SLPPERVISION AND SCALE: AS NOTED ��� SURE 300 BLUE LAKE WATERSHED DRAINAGE THETLA S HE ST PTEED MBPtESOi ATONAL ENGINEER VNOER FIGURE Minrleapofis, MN 55422 PLAN BIP � D[s IDN IEtl FIGURE IMPROVEMENT PROJECT EAW CHECKED WY: PROJECT N0: AREAS PRONE 793b41 -4800 MINNESOTA SHAKOPEE, PETER R. WILLENBR INO, P.E. & Associates, Inc. FAx 783- 541 -1700 eaw 1261=420 TO EROSION RECwo COPY BY: DATE INFRASTRUCTURE • EN GINFE RS • PLANNERS OA , 1/8/01 REW. ND, 15998 _ -- - -- • ►� Figure l: Altemative #1 Figure 2: Alternative #2 Figure 3: Alternative #3 Figure 4: Proposed Typical Section 3A Figure 5: Proposed Typical Section 3B ? — 11 F: \W VAIAI231- 19 \eaw99.wod 1 X _... • MP H8b MP H9b ` '' ' MART NEAR P6 D BL B1 LE1 _ 7 RCP / Y MP H9a ,+ h /. 3 1-18a i 1250 625 0 1250 2500 I8 ie - MPH I' LE2 1 I SCALE 1N FEET RI 60" RCP [PH 8F1 — �''E' MPH 8F2 a BL E2B I M// PHSc _ I:L D8 j 54 RCP MP G3 MP G2 BLD18 .�, III, D7 0 SHAKOPEE AREA ___ II ° BLD2 A Oa ° TO STORM SEWER ,e, / V/ • �. ° .LD9 48" RCP 9 I MP Fl MPG1 BL �� fi ® ��� /� J D20 i (LD1( a &/ Rfd B1L f ® p � A � % e � D2 �L 60 BL 1)14 ' \ / 13 fBLD4 / o / II iiy BL D15 I o ®� f �!� BLD5 �� BLD11 % I � o o PRIOR LAKE ARE • / &2 TO STORM SEWE BI, f 6 /•, I or d ff- p i ® 8 � / Legend I % ~�" SC2 � _ »_ Proposed Drainage ._ � Improvements 1 ... o ': \ , BL D17 ay am Directly Benefitted ' ' l�f/ Sub- Watersheds I I . 4150 Olson Memorial Highway BLUE LAKE WATERSHED DRAINAGE WSB PROTECT NO 1281-19 DATE: NOVEMBER, 2001 II Suite 300 WSB Minneapolis, MN 55422 IMPORVEMENT PROJECT EAW - 763-541-4800 FIGURE 1 &Associates, Inc FAX 763-541-1700 �,{� 7��� INFRASTRUCTURE • ENGINEERS • PI ANNERS Su u A v OPEE, " NNESOTA LTERNATIVE # 1 I \ \ w:*01281-19*Cad*al I-1. dgn I I MP H8b H9b /� • KMART L NEAR POND " ( BLE1 BLB1 MP H9a l �� �I 41,-. �� PH8a 1250 625 0 1250 2500 M 11 ^ ^`�� t - SCALE FEET M 8 1N I mail BLE2A, I F" ii -- 60" RCP [PH 8F1 ri i MPH 8F2 — _ � L E20 MP G3 MPH8c • L D8 '' —a4 " RCP MP G2 �i BLD18 D7 o a SHAKOPEE AREA A if o TO STORM SEWER �� , 3 • L D9 48" RCP :0, o !ice � �- / — i .., a �f ® MPF1 MPG1 /ii'- , ' BLD 10 o m MPH8d o _ , � % B BL ® o I . 1 712 L w p 1 .„. e p BL D14 a ,,-A 13 "131,D4 �D � I .p. ,,a q BL 115 BLD5 � /,d BL D11 /� o o PRIOR LAKE ARE / '•. TO STORM SEWE % ! 6 / , I 7 j 0 e % / o / Legend iv, SC2 ,_,_xi,_ Proposed Drainage ® Improvements BL D17 , o � Directly Benefitted I / 0 \` Sub- Watersheds i WSB PROJECT NO. 1281 -19 DATE: NOVEMBER, 2001 - 4150 Olson Memorial HSuite 3ighway BLUE LAKE WATERSHED DRAINAGE 00 WSB Minneapolis, MN 55422 IMPORVEMENT PROJECT EAW I 111 763- 541-4800 FIGURE 2 & Associates, Inc . FAX 763-541-1700 \N FRASTRUCTURE • ENGINEERS • PLANNERS SHAKOPEE, MINNESOTA ALTERNATIVE #2 / I w:- X01281- 19*Cad*0It -2.don w M I Ig mo U L ttOti n � • 1 �/ i MP H6b � A a MP 1-18b �- _ t t 1 w w 559 cfs : i A l <� ti. BLB1 ' ° ® R L7 re MP H7b BL E1 �` - `. __ , a SL MPH9a �J Al w ` /� o aq MPH8a * `� e , 0 MP H7a fit, .� .:'S Mra 1 BL E2A ...,- 59 R16 , -8=1* MPH 8Fl '' am MPH 8F2 ii BL E2B ,. s° = a � � Qaw ///�iij ,J MP G3 MPHBc ? cis /CL D8 BL B6 �1 a _® MP G2 ..OSED r w I 17 cfs w A 1071,511D CU Sw = ■ � ~ �s� I o SHAKOPEE J L L D7 BL B7 PR - 15 26 cfs w og' P ° ° AREA TO CHANNEL ; o X36 c f s ? cf � !< Q0 'L_.._ 211 Mfg i L Iii o q9 GO 1 411% ; ad, s X2 .37 CHANNEL / F s D l 9 cfs ° o A. L D9 9 cfs . • •VED OPEN �""`� 90 cfs W ��/� M PG1 i �7 Q MP Fl ,1 : :f fst �� e w 111 i � ° ,/ ..F1 -ii � ` BL 10 �/i /i ' 4: L D3 BL Cl A V o MPH8d . a w 6 @ 6 B a cA m 30 c. s w /! 1r 2L PIKE W F B LD14 4 B , f ?13 BLD4 LAKE E.. z w II Q rt, __ f� / s PRIOR LAKE / E E G E\ T W w x BLC2 O �1� %��� BL Di S PROPOSED DRAINAGE Q .L " �- a )OWD ° a ' j / '#.0 IMPROVEMENTS p P� BLD5 j /: ; B L D11 BLC3 RL D7 DIRECTLY BENEFITTED WATERSHEDS pi LAKE 4 ° ° PR SR LAKE HASS LAKE / SUB - WATERSHED BOUNDARY I � - AREA ►• CHANNEL MPA2 SUB- WATERSHED IDENTIFICATION � D D �' B[. • 16 � � � STORM WATER ROUTING o /� d � / )1 , " ESOiAC ' STREET NAMES 1 �I a MYSTIC LAKE O' 24A.cfs, vmvwm CITY LIMITS 3 f BL'D6 NWI WETLANDS = r,,',1 Z , �U 1 S(2 �� fes PEAK CHANNEL FLOW E o 8 I FOR 100 YEAR EVENT _ ' * SPECIAL OUTLET STRUCTURES o ® o ' d ci , BL D17 STORMWATER STORAGE POND II i °%� ' BL UE LAKE WATERSHED WITHIN 0 .� 1250 625 0 zsQ 2500 THE CITY OF SHAKOPEE ' SCALE IN FEET t 5 I w i SHAKOPEE ______...........mommEMINIIiir - MN d MN MO - -- - I -- •- MN IN INN - MI NMI Proposed Vegetation / Wildlife Buffer (Trees Shrubs, etc.) 41- 41 11 ,di A Create Emergent Vegetation \-- Proposed Ditch Depth (Typical Depth 2 -4 ft) 120' to 150' WSB PROJECT NO. 1281 -190 DATE: NOVEMBER, 2001 3D0 Wirth Coryorate Center WSB 4150O s rno MN 55422 422 BLUE LAKE WATERSHED DRAINAGE FIGURE 4 IMPROVEMENT PROJECT EAW � 763-541-4800 PROPOSED TYPICAL &Associates, /nc. FAX 763-541-1700 SHAKOPEE MINNESOTA INFRASTRUCTURE - ENGINEERS - PLANNERS SECTION 3A w:W1281- 191Feas \CS- 1- FIG5.dan MN MR N r B E N MI N MI M MN w MO I MN MO E it Proposed Vegetation / Wildlife Expansion of Mixed Wet Buf (Trees Shrubs, etc.) Meadow Vegetation N atura l Prairie r Expand Ditch Channel / Floodplain /Wetland 1 [Restoration Proposed Trail ""i ,, , , , , �I I, 111 I Emergent Vegetation g g ` ll ' `" ' Create Emer Expand Seasonal / Infrequently Proposed Ditch Depth Flooded Wetland Area (Typical Depth 2 -8 ft) 200' to 250' < > 1 WSB PROJECT NO. 1281 -190 DATE: NOVEMBER, 2001 - 30 Wrth irprate Ce 41 50 Olson Me H ghway nter BLUE LAKE WATERSHED DRAINAGE WSB FIGURE 5 Minneapolis, MN 55422 , 418 IMPROVEMENT PROJECT EAW & &a ss°- FAX 763-541 -1700 SHAKOPEE, MINNESOTA PROPOSED TYPICAL INFRASTRUCTURE - ENGINEERS - PLANNERS � SECTION 3B w. \01281- 19 \Feas \NO- 4b.dan I Appendix C State Historic Preservation Office Information Department of Natural Resources Natural Heritage Database Information F- 11UD�T7f1V\7 ^Q7 _ 10 \rnvJQ a:m.f Natural Heritage and Nongame Research Program, Box 25 500 Lafayette Road St_ Paul, Minnesota 55155 -40_ Phone: (651) 296 -7863 Fax: (651) 296 -1811 E -mail: sarah.hoffman@dnr.state.mn.us August 23, 2001 Andrea Moffatt WSB & Associates 4150 Olson Memorial Highway Minneapolis, MN 55422 11 ��AS� pp p, y:0' ATE �tta...... C� t"E�asv'�i 1 i A Re: Request for Natural Heritage information for vicinity of proposed Blue Lake Watershed Outlet, T115N R22W Sec. 2, 3, 9, 10, 14 -16, 22, & 23, Scott County NHNRP Contact #: ERDB 20020132 Dear Ms. Moffatt, The Minnesota Natural Heritage database has been reviewed to determine if any rare plant or animal species or other significant natural features are known to occur within an approximate one -mile radius of the area indicated on the map enclosed with your information request. Based on this review, there are 24 known occurrences of rare species or natural communities in the area searched (for details, see enclosed database printout and explanation of selected fields). Due to staffing constraints at the current time, we are unable to provide interpretive continents in a timely manner regarding the potential effect of the proposed project on these rare features. Please compare the rare feature locations on the database printouts with maps of your project area and note areas where impacts to rare features are possible. The Natural Communities and Rare Species Map for Scott County is enclosed to help facilitate your review. Please contact me if you have questions regarding a specific feature or whether a certain activity will impact a feature. The Natural Heritage database is maintained by the Natural Heritage and Nongame Research Program, a unit within the Division of Ecological Services, Department of Natural Resources. It is continually updated as new information becomes available, and is the most complete source of data on Minnesota!s rare or otherwise significant species, natural communities, and other natural features. Its purpose is to foster better understanding and protection of these features. Because our information is not based on a comprehensive inventory, there may be rare or otherwise significant natural features in the state that are not represented in the database. A county-by- county survey of rare natural features is now underway, and has been completed for Scott County. Our information about natural communities is, therefore, quite thorough for that county. However, because survey work for rare plants and animals is less exhaustive, and because there has not been an on -site survey of all areas of the county, ecologically significant features for which we have no records may exist on the project area. The enclosed results of the database search are provided in two formats: index and full record. To control the release of locational information which might result in the damage or destruction of a rare element, both printout formats are copyrighted. The index provides rare feature locations only to the nearest section, and may be reprinted, unaltered, in an Environmental Assessment Worksheet, municipal natural resource plan, or report compiled by your company for the project listed above. If you wish to reproduce the index for any other purpose, please contact me to request written permission. Copyright notice for the index should include DNR Information: 651- 296 -6157 • 1- 888 -646 -6367 • TTY: 651- 296 -5484 • 1 -800- 657 -3929 An Equal Opportunity Employer ® Printed on Recycled Paper Containing a Who Values Diversity o Minimum of 10% Post-Consumer Waste the following disclaimer: "Copyright (year) State of Minnesota, Department of Natural Resources. This index may be reprinted, unaltered, in Environmental Assessment Worksheets, municipal natural resource plans, and internal reports. For any other use, written permission is required" The full - record printout includes more detailed locational information, and is for your personal use only. If you wish to reprint the full- record printouts for any purpose, please contact me to request written permission. Please be aware that review by the Natural Heritage and Nongame Research Program focuses only on rare natural features. It does not constitute review or approval by the Department of Natural Resources as a whole. If you require further information on the environmental review process for other wildlife- related issues, you may contact your Regional Environmental Assessment Ecologist, Wayne Barstad, at (651)772 -7940. An invoice for the work completed is enclosed. You are being billed for map and database search and staff scientist review. Please forward this invoice to your Accounts Payable Department. Thank you for consulting us on this matter, and for your interest in preserving Minnesota's rare natural resources. Sincerely, Sarah D. Hoffmann Endangered Species Environmental Review Coordinator encl: Database search results Rare Feature Database Print -Oats: An Explanation. of Fields Natural Communities and Rare Species Map: Scott County Invoice ) 0 CD CD � Y C cn CD p O � O X17 11[�j.^^r.�j±j e ~ " CD Go CD CD 0 D `C 0 � O CD � O o -N X A H H H• H H H H H H H H H H H -3 H r) rrr'rrrrr rrrrrrr rr- rrrrrrr rr n r Y r r Y r r r r r Y r r r r tn r r r r to z z z z z z z z z z z z z z z z z z z z z z z z ro O tCD (n A A A A A A A A A A A A A A A A A A A A A A A A t�'r 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 tT p N N N N N N N N N N N N N N N N N N N N N N N N Q 09, n r n z z W w W W W W W W W W w w N N r r r r r O O O O O !n W A. r ;a C a H m w !!1 V1 A & A W w �l N N Y r A A Y Y l71 Y r (( �� A K R O H ~ N H A x 1 r CD A N 0 K (� N- N� H ` y o P. W M (D m t m xm (n mm v)cnww m(nm m 0) ro o 10 10 10 10 10-0 10 10 a -0 a H rr n z n n On 0000 o n n a c a y y y y W y rA N N N N N r 3 y 5 4 S8 r t A ?o r r K B H_ro M z z z x ro �Aba+ Z p o y r x , a c y f . Sw� z 1 x H "� 1 8 0 i Do o o b �OA� � O ; f to�n4�x ]C�0 0 A d f I y n t 10,� r Q1 H f]nG+ E S y ~ G 9 10 �� C C H H H a � [ o w o� SS R z C p �m SH W O b N HW �+ 0 3 0] H C ��o Am n m O ��t g3co Q217zz]�b7f z O`G :01 W O n O N6�7tl t�D � C O t roro C d C A C A O � Ay rn a wbrH y Ca AO ZZ Ez r [1 z z to Q H H O r d M H O O O Q L] H H K H cr m v"'P Wm aonn a� y�rnao � z � H A b -0,z �Hxo88 x��x - 3H a N PF] M Gt1 M H (n 3 H M x GJ C t' m H N A A rr:am z( < 0vw > as o to w o W to Q -= to N z U] &0 w Cww z�� 7C H trl r wrntn O w C A C 01 r r x at tV - N r o D n tQ 07 yIb N yk Y N r A O t0 y Q tp -W N ta ta w ca P o fA r m w O33 N Y W z N W m to m G Y 3k Y.` a ~, ro ] m ti H 10 N N O N m K w M 3 y H to n O n r O w 1 z z H z z M zz M A z z N z z M zz M N � 'C O cn co (n fA y to w W m ? (D H O 0 O O y 0 0 C7 R y Y qHY Syy y YC Y Y Y� S N (D > o O. � (n-� K K K K z K K K K m 7 y z 3 r w to 7 (D N f0 O O O R r a d r I,� 7T' -. j 4 -- r 1r41L �_l S ,l 7'i m�1 STATE I ESTORICPRESERVATTON OFFICE September 14, 2001 Ms. Andrea Moffatt WSB & Associates, Inc. 4150 Olson Memorial Highway Suite 300 Minneapolis, MN 55422 RE: Blue Lake Watershed _Outlet WSB 1281 -19 Shakopee, Scott County SHPO Number: 2001 -4390 Dear Ms. Moffatt: _app 7 yvi Thank you for contacting our office during the planning phase for the above referenced project. We believe that there is a good probability that unreported archaeological properties may be present in the portion of the project area located north of TH 101. Therefore, we recommend that a survey of this area be completed. 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 which are identified. For your information, we have enclosed a list of consultants who have expressed an interest in undertaking such surveys. If the project area can be documented as previously disturbed or previously surveyed, we will re- evaluate the need for survey. Previously disturbed areas are those where the naturally occurring post - glacial soils and sediments have been recently removed. Any previous survey work must meet contemporary standards. Please note that this comment letter does not address the requirements of Section 106 of the National. Histcric Preservation Act of 1966 and 36CFR800, procedures of the Advisory Council on Historic Preservation for the protection of historic properties. If this project is considered for federal assistance, or requires a federal license or permit, it should be submitted to our office with reference to the appropriate federal agency. If you have any questions on our review of this project, please contact me at (651)296 -5462. Sincerely, Denni d Government Programs and Compliance Officer Enclosure: List of Consultants Z TD U51 !i r� t Water Resource Problem Area Map from the City of Shakopee Comprehensive Stormwater Management Plan. P aap 1; F:IWPWU1231- 191eaw99.wod .e \shokopee \c�• .rlgl0.dgn �O -i DOT a p 5 0 1( O N won. l' l m' C O' -6' < +O C a00 l m + O 7D M3+ non n� 3 �0 mC �a °a mj as 005 ma Ey7 +l m —5 Oim 0= :T E07 O m -H -0 00 to 0 T . 0 00 'D l —'0 C, (D + O + om ° l a l 7 �0 CT m� O� l o p 7 aQ 0 TDm— cr l l 3 m 0 03 m °_ o$ -to D¢ o� Imo O0 � m— Om �GN m m `<m 0 7 O m m m m a 000 0 Q m {� + pm mm m +m Om mm ma m a 7 <:r 7 7 0 CD 0 O °l X+ ° o a mm H m j m 0 7 0 a 0. l O O a CD 81 m m C 7 O < p C -. a C m 7 m m 7 7 ri 0 m m b 0 o 0 z N O O O -- D -� M M V � �'J m O 0 � 1.�C0 �� $jET F VF�JF IHEFEHY CENTFY THAT TIeS PUN. SPEpFIGTNNi, OR REPONT SC l AS NDTED WAS PREP IAEO BY OR lAd NY O "EANSIDN AAA . 6441 Wayzata BmAwand i+ C NS ST A 11E OF THE STATE OF EIEINESDTA µ KN FUN M ran OEB,q eY, rEN WATER RESOURCE WSB Mlmmaposo, MN 65426 g1ECAED BT. F EDT ND. PROBLEM AREA MAP atau -4= 1,�'. E �' eam Tve.oz &l�dafsa l>� FAXU14700 TT pp F�L' S Y to PETER R. p[LLENBHING. P.E. 1/13/99 15998 Rrem — en DATE FIGURE 10 RFRASTRUMRE - ENOINEERS - PLANNERS ! DAn 'CO. HD. __ I Blue Lake Watershed. M= e' , ' E nvironmental Assessment of Water QualitylQuantity Impacts Associated with Drainage -Improvements in Blue Lake Watershed r� Preparedfor City o f Sh akopee 12 9 Ho S South Shakopee, Aff 553 79-13 1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered professional engineer under the laws of the State of Minnesota. Peter R. Willenbring, P. Date: November 28, 2001 Reg. No. 15998 TITLE SHEET CERTIFICATION TABLE OF CONTENTS I. INTRODUCTION AND PURPOSE ....... . ...... ............................... Page 4 II. BACKGROUND INFORMATION ............... ............................... Page 13 III. PROCEDURES AND METHODS .............. ............................... Page 22 IV. RESULTS AND FINDINGS ............................ ...........................Page 26 V. SUMMARY AND CONCLUSIONS .............. ............................... Page 38 List of Fi� -Yures Figure 1 - Project Location / Watershed Map .................. ...........................Page 7 Figure 2 - Alternative 1 . ................... . ............ • ..... _ ............................... Page 8 Figure 3 - Alternative 2 ... . ..... . . ............. . . . ............. . ....... . .................... Page 9 Figure 4 - Alternative 3 ................................•---.. ............._............ - - -.. Page 10 Figure 5 - Typical Section of Alternative 3A ......................... . ................... Page 11 Figure 6 - Typical Section of Alternative 3B ................... ...........................Page 12 Figure 7 — Historic Dean's Lake Water Surface Elevations ............................ Page 16 Figure 8 — Dean's Lake Monitoring Data ................. ............................... Page 17 List of Tables Table 1 — Hydrologic/hydraulic analysis summary ... ............................... Appendix A Appendix B — Water quality modeling result tables .... ............................... Appendix B List of Appendices Appendix A: Hydraulic/hydrology modeling results Appendix B: Water quality modeling results Appendix C: Dean's Lake MnRAM and ecological review results Page 3 City of Shakopee Environmental Assessment WSB Project No. 1281 -19 WSB &.lsssac+ates, Inc. I. Introduction r d Purpose The purpose of the study is to address the impacts of three alternative drainage improvement projects on surface water quantity, quality, and natural environment within the Blue Lake Watershed with focus on Dean's Lake and Blue Lake. This water quantity and quality study has been undertaken as part of the Blue Lake Watershed Drainage Improvement Environmental Assessment- Worksheet (EAW). The Blue Lake Watershed is approximately 7,500 acres in size and is located in southeastern Shakopee (Figure 1). Major hydrologic components of this watershed include Dean's Lake, Prior Lake/Dean's Lake Outlet Channel, and Blue Lake. A landlocked depression located in Subwatersheds BLD 7 and BLD 8 north of the County Road (CR) 83 and Valley View Road intersection (Figure e 1) can become inundated during rain events. Approximately 830 acres of the Blue Lake Watershed drains to this depression, which can store 16 acre -feet of water. Water is not discharged from the depression during small storm events and floods the field until water is removed through infiltration or evaporation. During larger storm events, water naturally drains to the east via overland overflow when water in the depression reaches elevation 816. Water from this area flows east and enters Dean's Lake. Anticipated future developments within the Blue Lake Watershed have the potential to increase stormwater runoff rates and volumes. Increased runoff to the depression in Subwatersheds BLD 7 and BLD 8 may result in more frequent inundation of this depression and surrounding low areas. The City of Shakopee is proposing to improve drainage from this depression while minimizin environmental impacts on Dean's Lake and the surrounding areas. Three alternatives to address drainage improvements for the area where presented in the Blue Lake Watershed Outlet Feasibility Study and the environmental impacts associated with these alternatives are discussed within the EAW and this study. Based on the City of Shakopee Comprehensive Stormwater Management Plan (CSMP), runoff from Subwatersheds in the Blue Lake Watershed must discharge at a rate less than 0.1 cfs /acre. To meet the discharge requirements in the CSMP, each alternative requires additional stormwater storage to be incorporated into the development plans. Description of Drainage Improvement Alternatives Alternative 1: Construct Storm Sewer Alone CR 83 to K Mart Linear Pond Alternative 1 consists of constructing a storm sewer pipe from the low point located north of Valley View Road and CR 83, then north along the CR 83 alignment (Figure 2). This pipe would discharge into the TH 169 ditch. Water from this ditch would then be routed through the K -Mart Linear Pond and into the Dean's Lake Outlet channel. The pipe would be a reinforced concrete pipe and range in size from 48- inches to 72- inches. Page 4 City of Shakopee Environmental Assessment WSB Project No. 1281 -19 WSB The design considerations from the feasibility study that are associated with the hydrologic impacts of this system are as follows: • Minnesota Department of Transportation (Mn/DOT) approval will be necessary to route additional drainage areas into the K -Mart Linear Pond. • It will be necessary to construct additional outlet capacity to the K -Mart Linear Pond and the Valley Green 13th Addition Wetland Complex. • This proposed system would divert approximately 3,400 acres away from Dean's Lake and direct it to the K -Mart Linear Pond. • This alternative would not provide a greenway or wildlife travel corridor for the eastern portion of the City of Shakopee. Alternative 2: Construct Storm .Sewer North Along the CR 83 Alignment to CR 16, then East to Dean's Lake Alternative 2 consists of routing water from the depression located north of Valley View Road and CR 83, along the CR 83 alignment, then east alongside the new CR 16 alignment and discharging into the west side of Dean's Lake (Figure 3)_ The alignment would consist of a concrete pipe ranging in size from 48- inches to 60- inches. The design considerations from the feasibility study that are associated with the hydrologic impacts of this system are as follows: • This alternative would not require Mn/DOT approval. • This alternative will maintain the existing drainage areas tributary to Dean's Lake. • This alternative would not provide a greenway or wildlife travel corridor for the eastern portion of the City of Shakopee. • This alternative would not require any changes to the Kmart Linear Pond or the Valley Green 13th Addition ponding areas. Alternative 3: Construct Greenway Corridor East to Prior Lake -Dean Lake Outlet Channel Alternative 3 consists of constructing an overland- overflow system or open channel system from the depression located north of Valley View Road and CR 83 east, discharging into the Prior Lake - Dean's Lake Outlet Channel, then draining into Dean's Lake (Figure 4). This alternative maintains the historic drainage patterns and is consistent with the drainage patterns outlined in the City of Shakopee's Comprehensive Stormwater Management Plan. Two options for this channel construction have been proposed. Design Option 3A: Option 3A consists of constructing an open channel that would have no standing water and relatively steep side slopes. The easement width for this option would range from 120 feet to 150 feet (Figure 5). Design Option 3D: Option 3B would add dead pool storage, a greenway corridor, and additional live pool storage into the design. This option requires an easement width from 200 feet to 250 feet (Figure 6). Infiltration at a rate of 1 to 2 inches/hour is anticipated over the inundated areas within this greenway corridor. The design considerations from the feasibility study that are associated with the hydrologic impacts of this system are as follows: • The in -line live pool storage for the 120 -foot wide channel and the 200 -foot wide channel is approximately 94 acre -feet and 140 acre -feet, respectively. • This alternative maintains the historical drainage area to Dean's Lake. • This alternative provides an opportunity to construct a greenway corridor along the proposed channel for this portion of the City of Shakopee. • This alternative would not require Mn/DOT approval. • This alternative provides a drainage system for a considerably larger drainage area than the other alternatives. • This alternative provides a buffer strip, infiltration, and dead pool storage that would improve the quality of water discharged from this watershed. • This option would require the participation and cooperation of the Mi dewakanton Sioux Community. The environmental impacts associated with these three alternatives are being analyzed as part of the EAW. Page 6 City of Shakopee Environmental Assessment WSB Project No. 1281-19 Ak WSB &Aw Lr- IM r ■� r r r r Mal r r r r r r r r 'II r r r e Qg t";":3 8; • �/ -. '. r'�s # + d p ...dY < r. K L � '. ' di i " x ,'" y Y f _ JJ i ,* 4 q ¢ � -� SC v5 f ,fly. ?,� t,, °� . r L t � x ' , -.r • � - ,w ;' .+lP ,.�! °w 4 ' x ° . � : D '°ate �� tiY ' '', ` ' ' ,, Ft.' /,,.. °,! 4,-;44c, ,/' :=4. ' I ' ...-- ,..*:1# ,.,,,,, , - ..„ CI. , I I 03 13 1. �::" „s.....* s air ,%, p t • '474; k , I ' r . v 4 1"""' ' r s W wR. 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'-:,-,, , .4),,,,, b d Y Y j - d r 1 _ DRAINAGE AR TRIBUTARY TO A i �' � .$ PR OPOSED DRAINAGE IMPROVEMENTS ` 9' ,, ' ' _� -- r 4 iu' .. „_ x.. � � €es ' �L� Feet ENVIRONMENTAL ASS ESSMENT 0 000 2.000 FIGURE 2 O F WATER QUALITY /QUANTITY ALTER I w FOR DRAINAGE IMPROVEMENTS I � ' � %fi2B11 ' IN BLUE LAKE WATERSHED I y x �t a Y as , ', ' Al 1 ! fi ` KM LINEAR POND ° - f. K T.H. 169 r* l -$r . k b A, r Dean's ` - � � �„; =y Lake 60 54" RCP " RCP CR 16 Ce N Valley View Rd cc U Y v £ice C R 42 te_ � r- i k r 5 co i ' ,... , .. 4 .;„-, °spa ' � .. ,� � �a � ., ' ' '. ' *---,-- .. ,,, . --:,,,.., ,..,., , - :„ ,,, . - ,:.!,.. ,i.. w.,-,,, op, ,. .. ,,, , .,„, .. . ' �, ! vt'"x i i . �" "`� �, , j a. " T 44,-.-,. 4 „ � s Cq s _ ,� _ a x - # yea � '� DRAINAGE AREA T RIBUTARY TO ALTERNATIVE 2 1. „i. ''� PROPOSED ENT DRAINAGE IMP R OV EMENTS IIII r ' ' F=E ENVIRONMENTAL ASSESSM 0 1 2 000 OF WATER QUALITY /Q UANTITY FIGURE 3 " FOR DRAINAGE IMPROVEMENTS A LT ERNATIVE 2 WSB b mo. ,:.",: °' "- 9 T IN BLUE LAKE WATERSHED = N I MII to „ e l (t k '''' ::' : '''' " '''' ''..‘441 ' *--'''' --ii '4 , 'PO �. Marshall �.� a , � � � � � �� � � � � �. ' _ Rd � � � a < ^ ) p" ✓gip , •: ' 4. " p. r �' .k - k" ,:k, 4 :,. . . • LaA r ;. ❑ r .. F +� 3 i' ;- ! . r ay " � �1 ' c r4 - 9 si ' a `^ +^ o^ (D a' r i�, _ '1j I r . vim ��.,," ii i' h 4 M ?r: C D � � a .. r , l a ry Z '' ' . t' D m , > Z C B d , f E D D a ka _: ni In Ti in `/ ,, m o z ti 3 ,, ii A r D � 0 McKena Rd +' 1.1 A '" '� a '� + 5• „ `.'r ry a P� , 4 Z Z � '' �. Y N A a i 1 a 0 s t , - r s s a' "3 m C '' E: . '..,'4 ",' A it . -`3 * ? � '� . r N E' � g u- � • y .a i �s y ♦ ' - 1°3 n 1w. „'°, a � • Air' � ^^ � 1 � $ y,.. y ,I ' , � . .' , �. r -i '1 z r v� ° 4 v w u, ! '' A .r , I P Z ;ma b i Z / tit';„ r sx 4 m ' ° Ta a ug w < m w" ri � s «, � a x s ff .,, - 4 •E u' � � ' ;: � t � i ce W W . ! A: `a . c .. Irmo r r r r ■■r r om r— m ■■■ r r r r r r■ Proposed Vegetation / Wildlife Buffer (Trees Shrubs, etc.) 46 i Create Emergent Vegetation Proposed Ditch Depth (Typical Depth 2 -4 ft) 120' to 150' WSB PROJECT NO. 1281 -190 DATE: NOVEMBER, 2001 - 4150 011 r on alH enter ENVIRONMENTAL ASSESMENT OF WATER WSB Minneapolis, MN 55422 QUALITY / QUANTITY FOR DRAINAGE IMPROVEMENTS FIGURE 5 763- 541 -4800 IN BLUE LAKE WATERSHED PROPOSED TYPICAL & A.rsociaes, lnc. FAX 763 - 541 -1700 \\ INFRASTRUCTURE - ENGINEERS - PLANNERS SHAKOPEE, MINNESOTA SECTION 3A w: \01281- 19\Feas \CS -1 -FI G5.dan INN RIM NM NM MI NM Proposed Vegetation / Wildlife Expansion of Mixed Wet Buffer (Trees Shrubs, etc.) Meadow Vegetation Natural Prairie 4114 1 .1 Expand Ditch Channel / Floodplain /Wetland Restoration Proposed 1 Trail Create Emergent Vegetation Expand Seasonal / Infrequently Proposed Ditch Depth Flooded Wetland Area (Typical Depth 2 -8 ft) 200' to 250' WSB PROJECT NO. 1281 -190 DATE: NOVEMBER, 2001 300 Wirth Corporate Center ENVIRONMENTAL ASSESMENT OF WATER WSB 4150 Olson Memorial Highway Mi nneapolis, MN 554422 QUALITY / QUANTITY FOR DRAINAGE IMPROVEMENTS FIGURE 6 Minneapolis, 763541 -4800 IN BLUE LAKE WATERSHED & Associates, Inc. FAX 763541 -1700 PROPOSED TYPICAL INFRASTRUCTURE - ENGINEERS - PLANNERS SHAKOPEE, MINNESOTA � SECTION 3B w. \01281- 19\Feas \NO -0b.dan TT Background Information As part of this study, background information was collected from numerous resources. A summary of this information is provided in this section. A. General Background-Information Dean's Lake Dean's Lake, located northeast of subwatersheds BLD7 and BLDG, is DNR Protected Water #74P (Figure 1). Approximately 3,740 acres of the Blue Lake Watershed contributes runoff directly to Dean's Lake. In addition, Dean's Lake also receives 8,575 acres of runoff from the Prior Lake /Spring Lake Watershed south of Shakopee via the Prior Lake - Spring Lake Outlet Channel. Land use within the areas that drain to Dean's Lake primarily consists of agricultural and single - family housing. Some farming and agricultural uses as well as large lot residential areas are located immediately south of Dean's Lake. Single - family residential developments are located immediately north and east of Dean's Lake. The Dean's Lake wetland complex consists primarily of open water with a cattail (Typha spp.) and reed canary grass (Phalaris arundinacea) fringe. This wetland complex, although not diverse in vegetation, provides habitat for waterfowl and other wildlife. The Lake's proximity to the Minnesota River, size of the wetland complex, and location within the area indicates that Dean's Lake is part of a wildlife corridor. Fisheries within the lake have been degraded by the rough fish populations and shallow water depths. Blue Lake Blue Lake, located downstream of Dean's Lake, is also a DNR Protected Water (No. 88P). This lake is associated with the floodplain of the Minnesota River and is within the Wilkie Unit of the Minnesota Valley National Wildlife Refuge. Runoff from the Blue Lake Watershed currently drains to Blue Lake (Figure 1) and this drainage will be perpetuated by any of the three outlet proposals discussed in this report. No work or physical disturbance to Blue Lake is proposed in this project. The Blue Lake area and Minnesota River are known to contain rare and endangered species as well as bird nesting and breeding sites. The Blue Lake wetland complex itself consists of open water with a cattail fringe. Shrubs such as willows (Salix spp.) as well as grasses such as reed canary grass also border the Blue Lake wetland complex. While reed canary grass is present, more native plant species are present within the Blue Lake wetland complex such as woolgrass (Scirpus cyperinus), rice cutgrass (Leersia oryzoides), and sedges (Carer spp.) as compared to the Dean's Lake complex. The presence of rough fish and minnows within the Blue Lake wetland complex was also noted during field visits. B. Water QuandtyInformadon Dean's Lake water levels were used to identify existing conditions of the lake and calibrate the stormwater models. Historical water surface elevations for Dean's Lake from August 21, 1975 to September 15, 2000 were provided by the Minnesota Department of Natural Resources (DNR) and are shown in Figure 7. These water level records show an average water surface elevation of 746.48 feet for Dean's Lake from 1975 to 2000. During the DNR lake level monitoring, a high water surface of 748.46 feet was recorded in June, 1984 and a low water surface elevation of 743.54 feet was recorded on November, 1980. In addition, water surface elevations were taken at five sampling locations by WSB & Associates from July 27, 2000 to October 27, 2000. These elevations ranged from 745.2 feet to 748.83 as shown on Figure 8. Dean's Lake has a 100 -year high water elevation of approximately 749 feet and a normal water elevation of approximately 745.7 feet. The Ordinary High Water level, as determined by the DNR, is elevation 747 feet. The City has received permits to construct a rigid outlet at elevation 745.7 feet within the Dean's Lake Outlet channel near Trunk Highway 169 and is planning to construct this outlet in the near future. The City has developed stormwater management requirements as part of the City's Comprehensive Stormwater Management Plan. These requirements address the increased stormwater discharge rates that can occur as part of development. The City's policy states that runoff from Subwatersheds in the Blue Lake Watershed must not discharge stormwater at rates higher than 0.1 cfs /acre for the 100 -year storm event. a= / Existing water quality for Dean's Lake and surrounding areas was derived from the Dean's Lake Baseline Water Quality Study dated February 2001. As part of this study, three grab samples were taken from the Lake on each visit. One sample was taken in the Dean's Lake inlet channel at County Road 16, a second sample was taken in Dean's Lake, and a third sample was taken at the outlet channel of Dean's Lake (Figure 8). These samples were tested for chlorophyll a, total suspended solids, ortho- phosphorus, and total phosphorus. The data from the study indicated total suspended solids in Dean's Lake ranged from 38 mg/1 to 580 mg/1 and total phosphorus in Dean's Lake ranged from 0.01 mg/1 to 0.571 mg/l. - Field observations of Dean's Lake water quality indicate that water color was greenish -brown and sechi -disk visibility was less less than 2 feet. The water quality monitoring of Dean's Lake indicates a correlation between the water quality of Dean's Lake and the presence of surface water flows entering the Lake. When surface flows were being directed to Dean's Lake, the water quality was better than when surface water was not flowing into the Lake. While our analysis Page 14 City of Shakopee Environmental Assessment WSB Project No. 1281-19 WSB &;Lssociares.Ine indicates that Dean's Lake is both groundwater and surface water fed, it appears that the in -lake water quality is positively impacted by surface water inputs. Additional study would be needed to further quantify the surface water /ground water interaction and impacts on the hydrology and water quality of the Lake. Page 15 City of Shakopee Environmental Assessment WSB Project No. 1281 -19 WSB &A =oc=a Ina N C O t4 O W CE � U m U C L � O � �+ i4 L lz �z � a as C � � to d U O j b ' U L — a o00ZILZ/8 666 N LZ /8 866 W 6Z /8 L66L/6Z/8 9666 /LZ /8 966 MV8 b6 &L/LZ /8 E66L /LZ /8 M6L /LZ /S L66 W 6Z /8 066L/LZ /8 686 L /LZ /8 886L/LZ/8 m in L86 6/ LZ /8 9866 /LZ /S 786 L/LZ /8 b86L LZ /8 aasb/6Z/a :86 L/ LZ /8 686 6/6Z /8 )866 /LZ /8 iL6L LZ /8 3L6 L/ LZ /8 16L/LZ /8 M6 L/LZ /8 'L6 L/LZ /8 M v n LO m In n LO co La cn LO C6 n v n n to n c n n n n n n (18%) u011LIM13 I DEAN'S LAKE WATER QUAT ,ITY TEST INC RESULT S All samples collected were grab samples STAFF GAUGE AND WATER LEVEL MONITORING SAMPLE LOCATION: In-Lake) ) oo GROUND ELEV. = 744.65 Total DATA COLLECTED IN 2000 Suspended Ortho Total a DATE ELEVATION Chlorophyl I -A Solids Phosphate Phosphorus 7/27/00 745.2 PROPOSED SHEET PILE WEIR Date tug /I) (mg /I) (mg /I) (mg /I) 8/11/00 Dry OUTLET CONTROL STRUCTURE 5/31/2000 140 58 0.006 0.01 W W 0 il 8/23/00 Dry RUNOUT ELEVATION: 745.7 6/21/2000 45 80 0.087 0.281 A 9/8/00 Dry 6/30/2000 110 200 0.105 0.299 9/22/00 Dry 7/14/2000 310 200 0.129 0.4 10/13/00 Dry 7/27/2000 180 62 0.214 0.571 10/27/00 Dry 8/11/2000 90 38 0.105 0.292 8/24/2000 140 99 0.006 0.39 m gP 5 NORTNERN NAruax C. CO.EASfuEN` 9/8/2000 120 42 0.05 0.35 6 9/22/2000 93 580 0.053 0.3 g ° g Aft o , = 10/13/2000 71 280 0.147 0. •• II 10/27/2000 130 94 0.105 0.288 e - W m r s POTENTIAL FUTURE SAMPLE LOCATION: Inlet Channel I:.: g I CHANNEL EXCAVATION Total . STAFF GAUGE--- (NOT PROPOSED AT THIS TIME) g GROUND ELEV. = 744.0 Suspended Ortho Total Chlorophyll -A Solids Phosphate Phosphorus o §� i g Dote lug /I) (mg /I) (mg /I) (mg /I) €iE a 88 DATE ELEVATION 5/31/2000 No observed flow - no sample) taken bat. W 8/2/00 746.3 ---____ '" I 8/11/00 746.21 EXISTING 12' X 6'- DOUBLE BOX 6/21/2000 5.1 5 0.137 0.175 d o w 8/23/00 746.03 CULVERT - INV. ELEV. 741.5 6/30/2000 1.2 5 0.036 0.042 9/8/00 745.30 7/14/2000 64 90 0.225 0.416 8 7/27/2000 91 69 0.129 0.302 "1ff 1 9/22/00 Dry 8/11/2000 19 6 0.146 0.198 I 10/13/00 Dr y 8/24/2000 33 19 0.064 0.14 a0 LL 10/27/00 Dry SAMPLE LOCATION: Out I et Channe I 1 :: 'i Total Y O X Suspended Ortho Total I Chlorophyll -A Solids Phosphate Phosphorus H Dote (L.:43/1) (mg /1) (mg/II (mg /I) z pi Z 5/31/2000 - - - � � U] [�] 6/21/2000 9.7 6 0.189 0.322 � 6/30/2000 22 10 0.039 0.098 L 111 7/14/2000 11 5 0.215 0.255 W dad, J [� va el: 7/14/2000 8 14 0.058 0.088 -- 0 l� I I STAFF GAUGE Z C GROUND ELEV. = 744.9 41 C) DEANS 6 4 E4 DATE ELEVATION 0 HWL-749 7/27/00 8/11/00 746.45 8/23/00 746.61 P4 Q 9/8/00 745.63 3 9/22/00 Dry Z 44 0 10/13/00 Dry W 0 w STAFF GAUGE to 10/27/00 Dry GROUND ELEV. = 746.21 DATE ELEVATION 8/2/00 746.69 B/11/00 746.63 8/23/00 746.55 I 9/8/00 746.35 DEANS LE Ca 7g 9/22/00 Dry AK mN� mm 10/13/00 Dr STA GAUGE E .a n 10/27/00 Dry GROUND ELEV. = 743.1 m v, o D ATE ELEVATION a E 8/2/00 746.57 8/11/00 746.51 L 8/23/00 746.45 cli 111 4 LEGEND 9/8/00 746.25 / x 3 AY III DEANS LAKE 1 0/1 3/ 0 745.70 v I o 13 AREA BELOW ELEV. 746 10/27/00 745.64 m Inlet channel s amp l e �� 30D 0 300 WO N taken at County Road 16 AREA FROM ELEV. 746 TO 748 s nI N 9 AREA ABOVE ELEV. 748 III Ss A. 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In 0- O O O fp r (1) L- U CL O O H O ra •r Q) L U 1 Cl O O H O ra 5- 4 to +) -Q (1) r v> =3 c +-> to +) E C3 + ) -Q N r to :3 c 4- to +- E Z7 ra L E + > V) rU L E 4-> > v) ro N tlO d) o N LO O O C N ra N (D (Y) o N LO o 0 ma c( ra N l0 (3) o (\A L) O 0 0 0r--q 1--f -+ - C) s✓ v E o O O --1 n --A U C - - E o 0 0 r -i -A r-1 Blalt3.txt continuity errors: volume = .00 %, Toad .00 % Page 15 Appendix C Dean's Lake MnR,4M and Ecological Review Results City of Shakopee Environmental Assessment WSB Project No. 1281-19 A WSB AN&MINWEL &IiSTOC=Mbr- 5 r T �. r a wasf � � � \ \ & �� � _� 2 � � } �/ : � � � £_ � � � _ / �� � / \ � .� Ei � I -=E rr f� r� ..s V ^4 wy A M i w.� k r't ,w FR Jr f r J r^ J -J1 v t J V pM A Jl��t yak r- .. r ._ ;: .� y �r; �� �� �_ -; �� +4 j� � i .� �� f� `` �" � .ell � �.e r, HAWESO R 0 UT17VE ASSESSMENT METHOD ( n - FOR E VAL UA T17VG WE TLAND FUNCTIONS - Version Z. 0 Prerequisites This primary purpose of this qualitative method is to provide an or and consistent procedure to document observations and conclusions about wetland processes. It may be modified to fit special circumstances provided justification for the modifications is developed as part of the evaluation. This method requires training and experience in wetland science before it can be accurately applied. Professional judgement in into the evaluation is intended to affect the outcome. This method is intended for routine applications; for very complex or controversial sites a more elaborate method may be required. When possible (and especially for difficult or - controversial sites) it is recommended that a diverse team of trained and experienced wetland professionals conduct the evaluation together. As with any method relying on professional judgement, the results will improve with training, practice and experience. Several of the assessment items will be easier to complete with less field time if a preliminary office review of references such as the USGS topographic maps, stormwater management maps and plans, the county soil survey, tNWI maps, aerial photography, and other off-site resources are checked to establish the history and setting of the wetland under evaluation. An evaluation for a small wetland ( <l 0 acres) with normal circumstances in an area familiar to the evaluator(s) can be usually be completed in about 2 to 3 hours. Size and Scale If all other factors are the same, a wetland's total functional capacity is proportional to its size -- thus, size must be a consideration in the evaluation and any subsequent comparisons. Evaluations based on a unit size (e.g., per acre) may allow for a more direct comparison of wetlands of different sizes. However, there is importance in dispersion of wetlands as a wetland can only perform a function where it is located. Cumulatively then, smaller wetlands may provide functional benefits on a broader basis than larger wetlands. Thus, it is important to complete the evaluation with both landscape scale and site specific perspectives in mind. Reference Standard Wetlands A REFERENCE STANDARD WETLAND is a wetland judged to have the highest level of overall sustainable functional capacity for its type m- based on a classification system such as Circular 39, the Cowardin/National Wetland Inventory system or the Eydrogeomorphic system (HGK -- within the Wetland Comparison Domain (see page 4 for definition). Reference_ Standard Wetlands will be the least disturbedlaltered wetlands within the Wetland Comparison Domain. NOTE: In fare circumstances where the Wetland Comparison Domain is too small to include a high quality wetland, Reference Standard Wetlands may be identified in similar areas adjacent to the Wetland Comparison Domain. Functional evaluation of wetlands requires that Reference Standard Wetlands be designated prior to the evaluation to establish a common base of comparison. Ideally, Reference Standard Wetlands of each wetland type should be established in each Wetland Comparison Domain. However, for purposes of expediency, evaluations without Reference Standard Wetland sites may be conducted if the characteristics of Reference Standard Wetlands can be established and agreed to based on previous experience and familiarity with the wetlands in a particular Wetland Comparison Domain. 3 Functions vs. Values A wetland function is a physical, chemical, or biological process or attribute of a wetland -- simply something a wetland does. For example, the process of retaining surface water is a commonly cited wetland function. A wetland value is the extent to which a wetland function is perceived as beneficial to an individual or, society. Reduced flood damages to downstream properties is a value generally associated with the function of surface water retention. While it's important to understand. the, distin ction between functions and values, land use. decisions involving wetlands typically involve consideration of both. Therefore, in the interest of practicality and to provide more useful information form akin g decisions about wetlands, this assessment method addresses a variety of wetland functions along with some of the related values. An attempt was made to separate the evaluations of functions and values, to provide the user a more clear understanding of how a proposed activity may affect a wetland's ability to perform a particular function, as compared to the function's relative importance (or value) resulting from its location on the landscape or socio- economic influences. This was not always possible, however. Some of the assessment parameters are difficult to assign as functions or values, and- are thus combined in the same section. For instance, the assessment of water quality protection includes some purely functional aspects (geomorphological features of the wetland) and some value - related aspects (presence/absence of recreational waterbodies downstream). Other points to remember in conducting and applying the results of this assessment are: ® Wetland functions are closely linked to the long -term sustainability of the assessment wetland as a viable ecosystem. Generally, wetland functions can be measured more objectively than values, which, are culturally derived. The wetland values included in this wetland. assessment method are those that are more easily evaluated and generally thought to be positive. There are values associated with all of the assessed functions; some of them are just not explicitly evaluated by this method. In applying the results of this method, decision - makers must consider the relative value of each of the functions and the potential trade -offs involved. The results of this method are intended to provide objective information to aid the decision making process. Wetland Ranking A commonly asked question is: "If MnRAM does not use a numerical rank or rating system, who will decide which combination of functions is/are the most important? How can you compare wetlands ?" The answer to the first question is the same as always -- people will decide. Functional assessment methods cannot make such decisions. By treating the various functions separately, NInRAM gives decision Viers a more complete understanding of the tradeoffs associated with their land use decisions involving wetlands. The results are that NIhRAM provides people with much better information for comparing wetlands than methods that somehow integrate all wetland functions into a single number. Such methods obfuscate, rather than illuminate the role that wetlands play in the landscape. While a need for wetland functional analysis exists, it can lead to the perception of a wetland as a bundle of functions that can be teased apart and scattered around, rather than an integrated ecological system. There is also the risk that, having performed a functional assessment, we think we know all there is to know about a particular wetland, when in fact our understanding may be limited. 2 t - Value judgements about which wetland functions are to be given the greatest emphasis . are left to the entity conducting or sponsoring the assessment and are-best applied in the context of a comprehensive wetland protection and management plan so that decisions about wetlands are made on a landscape, watershed or community basis before an action or proposal necessitates a judgement about use priorities on a case -by -case basis. Rankings or ratings cannot be used to compare wetlands in different Wetland Comparison Domains. Before assigning numerical rankings or qualitative ratings, it is necessary to establish Reference Standard Wetland sites for each wetland type in the Wetland Comparison Domain. Definitions Major watershed = 81 major watershed units as defined by the U.S. Geological Survey and listed in MN Mule Chapter 8420.0110. Local watershed = subwatershed area within major watershed. Immediate Watershed= direct surface drainage area into the. wetland. References "Wisconsin Department of Natural Resources Rapid Assessment Methodology for Evaluating Functional Values" (David R. Seibert, November 1992). "A Hydrogeomorphic Classification for Wetlands" (US Army Corps of Engineers, Report WRP -DE-4, Mark Brinson, August 1993). "A Conceptual Framework for Assessing the Functions of Wetlands" (US Army Corps of Engineers, Report WRP- DE-3, Daniel Smith, August 1993). "Wetland Plants and Plant Communities of MN and Wl ", 2nd Ed.; (USACOE - St. Paul District; Eggers & Reed). "City of Plymouth Wetland Inventory and Ordinance Project"; developed by Peterson Environmental Consulting, Inc. "City of Bloomington Wetland Inventory Project" as developed by Shelly Peterson and Scott Thureen, City of Bloomington, MN. "Hydrology of Wisconsin Wetlands. Information Circular 40, U.S. Geological Survey "; Novitsld, R_P., 1982. For more information or to receive a copy contact John Jaschke at the Minnesota Board of Water and Soil Resources at (651)296 -3767. M:tMNRAM\MNRAM2.JJ September 11, 1998 3 MIAWES I • I METH F OR E VAL UA T17VG WE TLAA C;FNFRAT. TNFORMATTON- PMject Number or Name: Wetland Number. Name of Wetland Owner if neces Cow Scctan 10 i4 . V > > T ownsh i R / /Sri/ %A/ Wor Watershed . Minor Watershed: 6Iu,el-a W-, Local Government Unit: A SCOPE AND LE IITATIONS: 1. Description of temporal factors of this assessment due to seasonal considerations and/or existing hydrologic and ciimatologic conN ohs (e_g., after heavy rains, snow or ice cover, frozen soil, during drought period, during.spring flood, during bird migration). Circle those that apply and list others (use back of page if necessary): u (f 2. Description of the Wetland assessment Area: the project site, the wetland, - wetland portion or wetland complex being evaluated. (If the evaluation area consists of more than one wetland type it may be necessary to complete an assessment for more than one Wetland Assessment Area.) (Use back of page if necessary): 3. Description of the Wetland Comparison Domain: the geographic area (e.g., the political boundary, major or local watershed boundary or ecoregion subsection) used for functional comparison. Briefly explain the reason(s) for the choice of the Wetland Comparison Domain - The Wetland Co arson Domain should generally be of a size so as to include some relatively undisturbed Reference Standard Wetlands .(Use back of page if necessary.): 4. Describe th ofessmen i. egulatory /impact determination; ii replacement /mitigation design; iii. restoration Irv. omtonn v. ventory/p glclassification; vi. educational; vu. other WETLAND CLASSIFICAMN: Regulatory Jurisdictions (if relevant): USACOE/404 -�—< LGU/WCA DNR/PWI � USDA local zoning open bog, coniferous bog s rl� ub -carr alder flooded basin (circle those durt apply) Estimated size(s) of entire wetland(s) in acres or des at mr*4 and wr. ma eamon' VJALVC- at- raue UML" - as auu +.wu ige meado wet meadow wet to wet mesic prairie, calcareous fen, hardwood swamp, co ezous swamp, floodplain forest, seasonally 0 Based on the results of the attached functional assessment and best professional judgement, rate the significance of each of the functions for the subject wetland and check the appropriate box. Complete the table as a summary after doing the functional assessment and consulting the user guidance. Indicate whether the evaluation is for "actual" or 'projected" conditions. Place a check mark in the box indicating the estimated functional level. If the functional level is determined for 'projected" rather than "actual" conditions put the check mark in parentheses (x). The functional level for "actual" conditions is the highest level offunetioning possible given the local constraints of disturbance history and current land use. For certain applications of the assessment it may be relevant to evaluate for both "actual" and "projected" conditions. If the evaluation is done for 'projected" conditions, describe the 'projected" conditions and the reasons far and timelines of the expected changes in the space immediately below the summary table CONDITIONS actual P�Ja�_ FUNCTIONAL LEVEL* NMONS (and Related Values) N/A 1.0 w-Exceptional - Comments Vegctative sity�/Inttegg ity^� S Plant Comm. #1 S X = .0 - L ,uaA 7. Plant 92 X r .j „ Plant Comm. #3 X Plant Comm. 44 X we &u- aL AD Maint=== ofHydroiogic Regime Fiood/Stormwater /Attenuation Water Quality- Protection Shoreline Protection Ground -water Interaction �4 Wildlife Habitat I ow divz✓5(y� [rn orb n �c canneci�'avt Fishery Habitat A estherics /Recreation/Edur-JCuitumI X Commercial Uses if there are dsrincr plan communities rare each of them separately Projected conditions (if applicable): List any SpeciallUnique Features of the wetland as compared to others in the Wetland Comparison Domain (from pg. 9): (� ! u2 (cc R i 1 _� " �, . y v �( ct ✓ cz Y «h� �+F { t�t2� _ o4 l Functional level is based on a comparison with a REFERENCE ST ANDARD WETLAND. A RE FERENCE STANDARD WETLAND is a wetland judged to have the highest level of overall sustainable functional capacity for a particular type (based on a classification system such as Circular 39, Cowardin/N1PI or HGM} within the Wetland Comparison Domain. See page 1 for more information about Reference Standard Wetlands. 5 • A. Describe the hydrogeomorphoiogy of the wetland ( check those that apply) Depressional _ Riverine (within the river /stream banks) _ Lacustrine Fringe (edge of deepwater areas) _ Extensive Peatland _ Slope _ Floodplain Other B. The hydrology source is primarily: See Appendix B C. Additional Observations/Descriptions: Has the hydrology of (a.) the wetland, or (b.) the wetland's immediate watershed, been substantially altered by excavation, ditching, tiles, dams, culverts, pumping, diversion of surface flow, or changes to runoff within the immediate watershed (circle those that apply)? a.) Yes No If Yes; when and how? s � — b.) Yes No If Yes; when and how? D. Does the wetland have discernable inlets or outlets? �5 If Yes, describe each inlet and outlet. inlets: outlets - E. Does the wetland have standing water? Y_ S If yes, maximum depth (if kno Approximately how much of the wetland is intnfdated? 3 D % Date of observation 10 T F. What is the predominant hydroperiod (seasonal water level pattern) of the wetland(s)? X Permanently Inundated (su[facc water present ail year every year) _ Intermittently Exposed ( surfkcewaterpres ent2 ll year. =ccpt durin severe d,ou _ Semi - Permanently Inundated (s,rfaeewaterpresent duou vowing you in am y ears) _ Seasonally Inundated (surfaee water pm.= for extended periods in early Vowing season but absent by end of the growing season is Mau years) _ Temporarily Inundated (surface water present for brief periods during the growing.sasoa. water table usually below soil surface) _ Permanently Saturated (surface water seldom present but substrate petmaneudy saturated except dating severe drought) _ Saturated (surface water seldom present but subsn= saturated for extended periods during dx growing season) _ Artificially Inundated (surface water controlled or induced by ptunps/diltee/dmna, em) G. List any waters or wetlands in close proximity to the wetland. Note approximate distance from the wetland and if there is a surface water connection to other surface waters or wetlands. w Ground water only Surface water only . Both (Surface and Gro u nd water Unknown 11. VEG A. Identify the type and anount.of vegetation species present by dominant species in each stratum (can be >10M.). % cover % floatina leaved dominants: c am• a submer ed aquatic dominants: 6% herbaceous gound lay 6 % emerg dominants: % shrub dominants: % deciduous tree dominants: SAJty % coniferous tree dominants: 0 Natural vegetation altered: % of area list method of alteration and frequency of occurrence Invasive/Exotic species: 3Q % of area list species: �-i, [�,-,s �ea'�acce - 7�iF,k�.:n xs- in 'r -0 Iii. SOILS J General Description of Soil(s) from Soil Survey and on Site: Soil Survey Classification(s): Is the area an inclusion? Y i Adjacent UP LAND Area ti r, Soil texture and drainage characteristics Soil dis ni b ed? If yes, describe below. Field Observations: BLS � Close - Cko Q- Za .� -,�er� -gay! -t Sr,.o� � — C1tL2SS i v�t•y ' c�f4.�- s�.r�t(' i oti rya - V �r y Hy e kj�� ScSM �K + e SSi ✓et� Gc6 Ter+rn�c,2 7 A. What is the estimated area of the wetland's immediate watershed in acres (optional)? B. Describe the surrounding land uses in the table: LAND -USE a � Estimated; %o of Wetland's Immediate Watershed Developed dustrial/CommerciaMesidential) 3o �7o Agricultural: cropland A cultural• feedlots A cultural: Forested Grassed (without grazin ` Recreation areasiparks Highways/Roads Mining (specify e) Water and wetlands G Other (specify) VI. SITE SKETCH or Photograph 8 The following assessment requires the evaluator to examine site conditions and document that a particular wetland function or related value is present and -to assess the capability of the wetland to perform those functions or related values. Positive answers to questions generally indicate the presence of factors important for a function or related value. The questions are only provided to guide and document the evaluation. After completing each section, the trained evaluator should consider the factors observed and use best professional judgement to rate their capability as compared to a Reference Standard Wetland in the same wetland comparison domain. The ratings should be recorded on the page 5 summary. Special Features Is the wetland part of; or directly adjacent to, an area of special natural resource interest? Check those that apply: a. Designated trout streams or trout lakes (see MNDNR Commissioners Order 2450 Part 6262.0400 subparts 3 and 5); b. State or Federal designated wild and scenic river (see MN Rule Ch. 7050); c. Calcareous fen (see MN Rule Ch. 7050) d. Scientific and natural area or rare natural community (see MN Rule Ch. 7050); e. A high priority wetland, environmentally sensitive area or environmental corridor identified in a local water management plan, f. Federally identified special area management plan, special wetland inventory study, or an advanced delineation and identification study; a. Public park, forest; trail or recreation area; h. State or Federal fish and wildlife refuges and fish and wildlife management areas; L. State or Federal designated wilderness area; J . An archeological or historic site as designated by the State Historic Preservation Office. L Federal or state listed dangered, threatened or species of concern in or using the wetland or known adjacent lams. If yes, list the species of concern: ( 1. A State ozsta one or Shoreland Management Plan area. m. A shoreland area identified in a zoning ordinance (generally within 1000 feet from a waterbasin and 300 feet from a watercourse). n. A floodplain area identified in a zoning ordinance or map. o. A wetland restored or preserved under a conservation easement. A wetland restored or created for mitigation purposes; q. A Wellhead P rotection Area; r. A sensitive ground -water area; i a 2 ° i^ c5 2uco ca�i a l x� e : G�2c` L o "c " , Fc - ✓R '• t , .{ �ri�u� 3 . H 1tIS f�11 \�� C i S. P la.�S p cch� ivtp usE.' '; = "--fv a f^a..- �•_ca5 �i av e-s ce,,. _ c o r ,� ;�nt.2,�t -�, '7, Rea a Pr'i 4i-, ? �. Corrwzarl 0 Vegetative Diversity and Integrity Ste? 1: Key out wetland plant community( -ities) within the evaluation area using the following key: Page: 19 - 22 of "Wetland Plants and Plant Communities of 31N and WP'; (USACOE - St. Paul District; Eggers and Reed). Copies of the Second Edition (1997) can be purchased from the St. Paul District, U.S. Army Corps of Engineers, Array Corps of Engineers Centre, ATTY Library/Sales Agent, 190 5th Street East, St. Paul, M1V 55101 -1638, phone. (612)290 -5680. IA. Mature trees (dbh of 6 inches or more) are present and form closed stands (more than 17 trees per acre; more than a 50 percent canopy cover) on wet, lowland soils (usually floodplains and ancient lake basins) . 2A. Hardwood trees are dominant; usually alluvial, peaty /mucky, or poorly drained mineral soils. _ 3A. Silver maple, American elm, river birch, green ash, black willow and/or eastern cottonwood are dominant; growing on alluvial soils associated with riverine systems ............. FLOODPLAIN FOREST 3B. Black ash, yellow birch, silver maple and/or red maple are dominant; northern white cedar may be subdominant; growing on poorly - drained mineral or peat/muck soils, often associated with ancient lake basins. .. ....................... HARDWOOD SWAMP 2B. Coniferous trees are dominant; soils usually peaty. 4A. Tamarack and/or black spruce are dominant; growing on a continuous sphagnum moss mat and acid, peat soils .............. CONIFEROUS BOG 4B. Northern white cedar and/or tamarack are dominant; continuous sphagnum moss mat absent; usually growing on neutral to alkaline peat/muck soils . ............................ CONIFEROUS SWAMP 1B. Mature trees are absent or, if present, farm open, sparse stands; other woody plants, if present, are shrubs or saplings and pole -size trees (dbh less than 6 inches) less than 20 feet high and growing on wet, lowland, or poorly- drained soils, or in ground -water seepage areas. 5A. Community dominated by woody shrubs. 6A. Low, woody shrubs usually less than 3 feet high; sphagnum moss mat layer may or may not be present. 7A. Shrubs are ericaceous and evergreen growing on a sphagnum moss mat layer, peat soils are acidic. ................... OPEN BOG. 7B. Shrubs are deciduous, mostly shrubby cinquefoil, often growing on sloping sites with a spring -fed supply of internally flowing, calcareous waters; other calciphiles are also dominant; sphagnum moss mat layer absent; muck/poorly- drained mineral soils are alkaline . .....................CALCAREOUS FEN 6B. Tall, woody deciduous shrubs usually greater than 3 feet high; sphagnum moss mat layer absent. .................. SHRUB SWAMPS 8A. Speckled alder is dominant; usually on acidic soils in and north of the vegetation tension zone. .......................... ALDER THICKET 10 8B. i1W 1; W�o�ws� -o�o o silky dogwood, meadowsweet and/or steeplebush are dominant on neutral to alkaline poorly- drained muck/mineral soils; found north and south of the vegetation tension zone. ............. . SHRUB -CARR xo .Buckthorns hamnus spp.) may occur as dominant shrubs or small trees in disturbed shrub- carrs. 5B. Community dominated by herbaceous plants. 9A. Essentially closed communities, usually with more than 50 percent cover. I OA. Sphagnum moss mat on acid peat soils; leatherleaf, pitcher plants, certain sedges, and other herbaceous species tolerant of low nutrient conditions may be present .................. OPEN BOG I OB. Sphagnum moss mat absent; dominant vegetation consists of sedges (Cyperaceae), grasses (Gramineae), cattails, giant bur -reed, arrowheads, forbs and/or calciphiles. Soils are usually neutral to alkaline poorly drained mineral soils and mucks. 11A. Over 50 percent of the cover dominance contributed by the sedge family, cattails, giant bur-reed, arrowheads, wild rice, and/or giant reed grass (Phragmites). 12A. Herbaceous emergent plants growing on saturated soils to areas covered by standing water up to 6 inches in depth throughout most of the growing season. 13A. Major cover dominance by the sedges (primarily genus Carex) ..................... SEDGE MEADOW 13B. Major cover dominance by cattails, bulrushes, water plantain, Phragmites, arrowheads, and/or lake sedges. ...................................................... SHALLOW MARSH 12B. Herbaceous submergent, floating and emergent plants growing in areas covered by standing water greater than 6 inches in depth throughout most of the growing season ............. DEEP MARSH 1 IB. Over 50 percent of the cover dominance contributed by grasses (except wild rice and Phragmites), forbs and/or calciphiles. 14A. Spring -fed supply of internally flowing, calcareous waters, often sloping sites; calciphiles such as sterile sedge, wild timothy, Grass -of- Parnassus and lesser fringed gentian are dominant. ....................... CALCAREOUS FEN 14B. Water source(s) variable; calciphiles not dominant 15A. Soils saturated to inundated during the growing season; prairie grasses such as big bluestem, prairie cordgrass and/or Canada bluejoint grass are usually dominant, and various species of lowland prairie forbs are present........... WET TO WET -MESiC P 15B. Site rarely inundated, but soils are saturated for all or part of the growing season; dominated by forbs such as giant goldenrod and/or grasses such as redtop and reed canary grass. . ............................... FRESH (WET) MEADOW 9B. Essentially open communities, either flats or basins usually with less than 50 percent vegetative cover during the early portion of the growing season, or shallow open water with submergent, floating and/or floating- leaved aquatic vegetation. 11 16A. Areas of shallow, open water (< 6.6 feet in depth) dominated by submergent, floating and/or floating leaved aquatic vegetation .................... SHALLOW, OPEN WATER COREVIUNITIES 16B. Shallow depressions or flats; standing water may be present for a few weeks each year, but are dry for much of the growing season; often cultivated or dominated by annuals such as smartweeds and wild millet. ..................... SEASONALLY FLOODED BASIN Step 2: Consult the high, moderate and low quality descriptions for the appropriate plant community. Read the descriptions in that order before making a decision as to which is most applicable. Also, read the following description for "exceptional" quality plant communities applicable to all communities. Exceptional OuaIity Plant communities undisturbed, or sufficiently recovered from past disturbances, such that they represent pre - European settlement conditions. Non -native plant species are absent or, if present, constitute a minor percent cover of the community. Rare, threatened and/or endangered species (consider both State and Federal listings) may be present. Unique features (e.g., patterned peatlands, virgin prairie, old growth forests) may also be present. Page numbers below refer to "'Wetland Plants and Plant Communities of MN and Wr, 2nd Edition, (USACOE - St. Paul District; Eggers and Reed). I. SHALLOW, OPEN WATER CO 'TIES (page 28) High Quality Diverse aquatic bed communities dominated by 3 or more species of native aquatic plants such as pondweeds, water lilies, bladderworts, wild celery, duckweeds, water crowfoots, native milfoils, etc. n Moderate OnOuali Dominated by 1 or 2 species of native aquatic plants. Low Quality - Dominated by Eurasian water milfoil; or no aquatic vegetation present. U.A. and B. DEEP AND SHALLOW MARSHES (page 51 -53) High Quality Dominated by a diverse assemblage (3 or more species) of native aquatic plants (e.g., bur - reeds, bulrushes, arrowheads, cattails, sweet flag, pondweeds). Cattails comprise less than 40 percent cover. Purple loosestrife absent or comprises less than 5 percent cover. Moderate Quali ty : Dominants include at least 2 species of native aquatic.plants, often arranged in a band or interspersed as patches. Purple loosestrife, if present, comprises less than 25 percent cover. Cattail, if present, comprises 40 to 85 percent cover. Low Ou Purple loosestrife comprises more than 25 percent cover; or cattail comprises more than 85 P III. A. SEDGE MEADOWS (page 86) High Quality Stands of sedges with 5 or more species of native forbs. Grazing, haying, artificial drainage stormwater input, excavation and/or impoundment absent or minimal. Reed canary grass, purple loosestrife and/or stinging nettle absent or cumulatively comprise less than 5 percent cover. Buckthorn absent or comprises less than 10 percent cover. 12 Moderate Ouality Stands of sedges sub to moderate degree of the disturbances listed above. Two to 4 species of native forbs present. Reed canary grass, purple loosestrife and/or stinging nettle cumulatively comprise less than 40 percent cover. Buckthorn absent or comprises less than 34 percent cover. Low Quality Stands of sedges highly impacted by grazing, haying., artificial drainage, stormwater input and/or cropping. Reed canary grass, purple loosestrife and/or stinging nettle cumulatively comprise more than 40 percent cover, and/or buckthorn, if present, comprises greater than 30 percent cover. III.B. WET NMAJDOWS (page 105) HighQuality Composed of a diverse assemblage (10 or more species) of native grasses, sedges, rushes and/or forbs. Reed canary grass, if present, comprises less than 20 percent cover. Purple loosestrife absent or comprises less than 5 percent cover. Buckthorn absent or comprises less than 10 percent cover. Moderate Quality Community moderately impacted by disturbances (e.g., haying, grazing) and composed of 5 to 9 species of native grasses, sedges, rushes and/or forbs. Reed canary grass comprises less than 40 percent cover. Purple loosestrife, if present, comprises less than 20 percent cover. Buckthorn, if present, comprises less than 30 percent cover. f Low Oualitv: F Community highly impacted such that reed canary grass comprises more than 40 percent cover, and purple loosestrife comprises greater than 20 percent cover; and/or buckthorn, if present, comprises greater than 30 percent cover, and/or vegetation is frequently removed by cropping. High Quality Community composed of native grasses (e.g., prairie card - grass, Canada bluejoint grass), sedges, and forbs characteristic of wet to wet -mesic prairies. Site is undisturbed or minimally disturbed by cropping, grazing, haying, and/or artificial drainage. Reed canary grass, purple loosestrife, quack grass and/or Canada thistle. absent or cumulatively comprise less than 5 percent cover. Buckthorn absent or comprises less than 10 percent cover. Moderate Quality Community subjected to moderate degree of disturbances listed above. Reed canary grass, purple loosestrife, quack grass and/or Canada thistle cumulatively comprise less than_ 40 percent cover. Buckthorn absent or comprises less than 30 percent cover. Low Quality Community highly disturbed by activities lasted above and reed canary grass, purple loosestrife, quack grass, Canada thistle and/or other undesirable species cumulatively comprise more than 40 percent cover; and/or buckthorn, if present, comprises greater than 30 percent cover, and any frequently cropped wet to wet -mesic prairie. M.D. CAICAREOUS FENS (page 141) High Quality Composed of the characteristic assemblage of calcium tolerant or opportunistic species. Community undisturbed or with minimal disturbances such as artificial drainage, ground -water pumping, grazing, filling, excavation, etc. Rare, threatened or endangered species often present. Reed canary grass, Phragmites, purple loosestrife and/or stinging nettle absent or cumulatively comprise less than 5 percent cover. Buckthorn absent or comprises less than 10 percent cover. Moderate Oualitv Community moderately impacted by disturbances listed above. Reed canary grass, Phragmites, purple loosestrife, stinging nettle and/or cattail cumulatively comprise less than 40 percent cover. Buckthorn absent or comprises less than 30 percent 13 ❑ v Low Quality Community highly impacted by the disturbances listed above. Reed canary grass, Phragmites, purple loosestrife, stinging nettle and/or cattail cumulatively comprise more than 40.percent cover; and buckthorn, if present, comprises greater than 30 percent cover. IV.A. OPEN BOGS (page 161) High Quality Composed of the characteristic _assemblage of sphagnum mosses, sedges and heath family shrubs, often with carnivorous plants and various orchid species. Community undisturbed or with minimal . disturbances such as artificial drainage, peat mining,. filling, impoundment, stormwater input (especially salt), etc. Moderate Quality Community moderately impacted by the disturbances listed above. Low Quality Community highly impacted by the disturbances listed above. Indicators could include die - out of sphagnum mosses and/or invasion by buckthorn, aspen, stinging nettle, dewberry, cattail, etc. N.B. CO RODS BOGS (page 175) High Ouality Stands of tamarack and/or black spruce undisturbed or minim ally disturbed by artificial drainage, peat mining, logging, filling, impoundment, stormwater input, etc. Moderate Quality : Stands of tamarack and/or black spruce moderately impacted by disturbances listed above. Low Qual : Majority of stands of tamarack and/or black spruce dead or dying due to highly. disturbed - condition. Substantial invasion by buckthorn, aspen, stinging nettle, dewberry, cattail, etc. V.A. SHRUB-C (page 180) HighhOuality Community undisturbed or minimally disturbed by artificial drainage, grazing, filling or impoundment. Dominated by native shrubs (e.g., dogwoods, willows) with a groundlayer stratum composed of five or more species of native grasses, sedges, rushes and/or fortis. Buckthorn, honeysuckle and/or box elder, if present, cummulatively comprise less than 10 percent cover. Reed canary grass, if present, comprises less than 10 percent cover. =-`"7_ Moderate Quality Community moderately impacted by the disturbances listed above. One of two types: (1 slaiar`canopy`composed of native species with a nearly monotypic reed canary grass groundlayer, or (2) shrub canopy composed of up to 50 percent non - native or disturbance indicator species (e.g., buckthorn, honeysuckle, box elder) with a groundlayer stratum composed of less than 5 species of native grasses, sedges, rushes and forbs; reed canary grass may be present but comprises less than 50 percent cover. Low Quality Community highly impacted by the disturbances listed above. Buckthorn, honeysuckle and/or box elder comprise more than 50 percent canopy cover and the groundlayer stratum is composed of greater than 50 percent cover of reed canary grass or non -native grasses/forbs. V.B. ALDER THICKETS (page 192) High Quality Community undisturbed or minimally disturbed by artificial drainage, grazing, filling, impoundment, etc. Non-native shrubs (e.g., buckthorn), if present, comprise less than 10 percent cover. Groundlayer stratum may be depauperate or composed of native grasses, sedges, rushes, ferns and/or forbs.. Reed canary grass, if present, comprises less than 10 percent cover. 14 Moderate Quality Community moderately impacted by the disturbances listed above. Non- native and/or disturbance indicator shrubs (e.g., buckthorn, box eider, honeysuckle) cumulatively comprise less than 40 percent cover. The groundlayer stratum, if present, has Iess than 50 percent cover of reed canary grass. Low Quality Community highly impacted by the disturbances listed above with greater than 40 percent cover contributed by buckthorn, box elder and/or honeysuckle; and/or reed canary grass comprises more than 50 percent cover of the groundlayer stratum. High Quality Stands undisturbed or minimally disturbed by artificial drainage, grazing, lo impoundment, filling, etc. Seedlings and/or saplings of native tree species evident indicating regeneration. Groundlayer stratum composed of native grasses, sedges, rushes, ferns and/or forbs. Box elder, buckthorn and/or reed canary grass, if present, each comprise less than 10 percent cover. Moderate Quality Stands moderately impacted by the above disturbances. Disturbance indicator species such as box elder, quaking aspen and/or eastern cottonwood - comprise up to 50 percent cover of tree and sapling strata. Shrub stratum has less than 40 percent cover of buckthorn. Groundlayer stratum has less than 50 percent cover of reed canary grass. Low Quality Stands highly impacted by the disturbances listed above. Box elder, quaking aspen, eastern cottonwood, buckthorn and/or reed canary grass comprise more than 50 percent cover in 2 or more strata (e.g., tree, sapling, shrub, groundlayer). Few to no indications of regeneration of native tree species. HighhOuality Stands undisturbed or minimally disturbed by artificial drainage, grazing, logging, diking, impoundment, filling, catastrophic flood events, etc. Groundlayer stratum, if present, composed of native forbs/graminoids characteristic of floodplain forests: wood nettle, jewelweed, Virginia rye, cut- leaf etc. Moderate Quality Stands moderately impacted by the disturbances listed above. Low Quality Stands highly impacted by the disturbances listed above. Indicators include high proportion of dead and/or dying native tree species. ��' �� Y �i 4, r :� � ( aid • i* � 6 �� . � l High Quality Located within an area of permanent vegetative cover (e.g., forest, prairie, non - agricultural settings) undisturbed or minimally disturbed by artificial drainage, haying, grazing, plowing, stormwater input, or other disturbances. Moderate Quality Moderately impacted by the above disturbances — e.g., partially drained, infrequently cropped, subject to some stormwater input, etc. Low Ouality Located in frequently cropped agricultural fields or subjected to substantial inputs of stormwater, or other disturbances. 15 � P Step 3: Based on the results from Step 1 and Step 2, complete the summary items below. 1. Y gjs the wetland plant community scarce or rare within the wetland comparison domain? 2. Y s an additional plant survey necessary at another time? List reasons. 3. Based on the determination from Step 2; note below the functional level of the plant community(s) present within the Wetland Assessment Area? (Also record on the page 5 summary.) Plant community #1,_ OPP-LA . _.. , % of Wetland Assessment Area (can be > l oc O functional level = Plant community #2 of Wetlau Assessment Area.. (can be >1ao3s}.= ! :functional level Plant community 43 Of Wetland Assessment Area (can be ?I oo°o functional level. = ~'^ v. .`k-.. AYR' - . .I }..1':' Plant communi #4 —' • ?� '''t2ack - _o of Wetland Assessment- Area (caia`be ?00°.x'= "dS = functional level .= if more than 4 plmit communitlrs arc pmsmr all them on the back o /'this page ,:, s ..:� • �. ��� : - ,�. �� :: ; �. a �:. � � :'� • : i � �. Wetlands with a natural outlet and mostly undisturbed conditions in the wetland and its local watershed would be rated as exceptional for this function. 1. Describe the wetland outlet characteristics: F = Lacks constructed outlet; or the watercourse /stream has not been ditched/channelized. 4g - - RV d. Hi.. :` Constructed outlet is at or above temporary wetland zone or outlet is managed to duplicate natural conditions; Medium = Constricted or managed outlet; outlet lowered to significantly reduce temporary (( 7 days) and/or long -terrn () 7 days) storage; evidence of ditched/channelized watercourse. Low = Excavated or enlarged outlet; outlet- removes most/all long-term storage, no /little /some temporary storage remains. 2. Describe the dominant land use and condition of the upland watershed that contributes to the wetland: High = Watershed conditions essentially unaltered; e.g., land use development minimal, idle lands, lands in hay or forests or low intensity grazing on gentle (( 3 %) to moderate (3 - 9 %) slopes in good to excellent condition. �edium Watershed conditions somewhat modified; e.g., moderate grazing or recant logging on steep () 9 %) slopes; conventional till with residue management on moderate slopes, no -till on steep slopes Low = Watershed conditions highly modified; e.g., intensive agriculture or grazing, no residue management on moderate or steep slopes, urban semi - pervious or impervious surface, intensive mining activities. 3. Describe the conditions of the wetland itself: 16 No evidence of recent tillage, temporary wetland zone intact; e.g., idle land, hayed or lightly to moderately grazed or logged: No compaction, rutting, or trampling damage to wetland. Medium = Temporary wetland zone tilled or heavily grazed most years. Zones wetter than temporary receive tillage occasionally. Some compaction, rutting, or trampling in wetland is evident. Low = Wetland receives conventional tillage most () 75 %) years; or otherwise significantly impacted (e.g., fill, cleared)-. Severe compaction, rutting, or trampling damage to wetland. 4. For flow - through wetlands, describe the functional level of the wetland in retarding surface water flow in relation to primary wetland vegetation cover type: = Abundance, density and interspersion very similar to Reference Standard Wetland Me .= Abundance, density and interspersion somewhat dissimilar to Reference Standard Wetland Low = Abundance, density and interspersion differs considerably from Reference Standard Wetland N/A = not applicable; wetland is not a flow - through type. The ability of a wetland to maintain a hydrologic regime characteristic of that expected for the wetland type represented is evaluated based upon wetland characteristics, land use within the wetland, and land use within the upland watershed contributing to the wetland. Use the predominant rating of high, medium, or low for all factors to identify the wetland's functional level. Wetlands with unaltered outlet conditions and mostly undisturbed conditions in the wetland and its local watershed would be rated as exceptional for this function. Ouestion Rationale 1. Outlet Characteristics. The ability of a wetland to maintain a hydrologic regime characteristic of the wetland type is somewhat dependent upon whether or not a natural outlet is present, and largely dependent upon whether or not an outlet has been constructed by humans. Constructed outlets can significantly affect the ability of a wetland to provide temporary and Ion-term water retention, and thus its ability to maintain its characteristic hydrologic regime. Wetlands with no constructed outlet are functioning at the highest level possible for the type within the wetland comparison domain, and should be rated high. Wetlands with managed outlets that maintain the characteristic hydrologic regime should be rated medium high (e.g., restored wetlands with watersheds that have been altered). Constructed outlets above the temporary wetland zone are rated medium high if managed to mimic natural conditions. Constructed outlets, either surface or subsurface, below the top of the temporary wetland zone reduces the ability of the wetland to provide temporary and loner term water retention; if a constructed outlet is present below the top of the temporary wetland zone, but is such that the wetland is able to provide significant temporary and loner term water retention (i.e., the wetland is only partially drained), the rating should be medium. Constructed outlets, either surface or subsurface, which remove most or all temporary and loner term retention capabilities, significantly reduce the ability of the wetland to maintain its characteristic hydrologic regime; the rating should be low. Constructed outlets that keep open water wetlands open water or keep saturated wetlands saturated are rated medium. If the constructed outlet changes the wetland to non - wetland or to deepwater habitat or from saturated conditions to open water or from open water to saturated then it is rated low. 17 2. Dominant upland land use. Upland land use within the watershed contributing to the wetland has a significant influence on the flow of runoff and sediments to the wetland, and thus the ability of the wetland to maintain its characteristic hydrologic regime. The more developed and intensively the watershed is used, the greater the delivery of runoff and sediments to the wetland is likely to be, and the more likely the ability of th wetland to maintain its characteristic hydrologic regime will be reduced. 3. Dominant wetland land use. The land use of the wetland itself affects the soils and vegetation within the wetland,. and thus the relationships affecting ground -water discharge and recharge and evapotranspiration. The more developed and intensively the wetland is used, the more likely these relationships are to be impacted, and the more likely the ability of the wetland to maintain its characteristic hydrologic regime will be reduced. 4. Water/Vegetation Proportions and Interspersion. Flow-:through wetlands with relatively low proportions of open to vegetation and low interspersion of water and vegetation are more capable of altering floodflows. Vegetation slows floodwaters by creating frictional drag in proportion to stem density. Flow- through wetlands with dense stands of vegetation and with Iittle open water are more capable of slowing flood water than open water alone. Functional Travel of Mamtenance of Characteristic Hydrologic Regnne Lfk1, �#. �.: : (record - on - page 5 summary) T M 1. Describe the functional level of the wetland outlet characteristics in providing flood and stormwater storage/attenuation: Hi�1i = No outlet or outlet (natural or constructed) above the temporary wetland zone erate = Natural outlet at or below the temporary wetland zone Low = Excavated or enlarged outlet 2a. Estimate the flood damage potential within the major watershed in which the wetland is located. High = History of flood damages Moderate = Potential future flood damages fw No flodd damage history and low potential in the future 2b. Estimate the flood damage potential within the local watershed in the wetland is located. Nigh = History of flood damages Moderate = Potential future flood damages owl No flood damage history and Tow potential an the future 3a. Describe. the functional level of the wetland in providing flood and stormwater storage /detention in relation to the land cover in the major watershed: Watershed runoff conditions highly modified due to existing development odera Watershed runoff conditions reflect moderate development Low = Watershed runoff conditions essentially unaltered 3b. Describe the functional level of the wetland in providing flood and stormwater storage/detention in relation to the land cover in the local watershed: High = Watershed runoff conditions highly modified due to existing development Moderate — Watershed runoff conditions - reflect moderate development Low = Watershed runoff conditions essentially unaltered 4. v Describe the fi mctional level of flood and stormwater storage/attenuation based on the predominant upland soils within the local watershed: Hi h = Clays or shallow to bedrock. oderata = Silts or loams ow = Sands 5 For flow - through wetlands, describe the functional level of the wetland in providing flood or stormwater storage /attenuation in relation to primary wetland vegetation cover type: High = Dense vegetation MQderate = Combination of vegetation and open water Low Primarily open water = not applicable, wetland is not a flow - through type 6. Describe the functional level of the wetland in retarding or altering flood flows: Higii No channels present rate = Channels present, but not connected Low = Channels connecting inlet to outlet 7. Describe the flood/stormwater management level of the wetland. High = Receives directed stormwater and water level managed to maximize flood/stormwater retention o erate = Receives directed stormwater and water level unmanaged for flood/stormwater retention Receives no directed stormwater and water level unmanaged for flood/stormwater retention 8. Describe the history of wetland losses in the major watershed. Estimate percentage of wetlands lost: - — Most wetlands drained or filled (more than 50% lost). (- rerate = Some wetlands drained or filled (20 - 50% lost). F ew wetlands a or - • ( • • 1'. l 9. Describe the location of the wetland within the wat a - local watershed: upper mid cl major watershed: upper Clild� wa A, ' Flood/storm water detention is evaluated based upon wetland characteristics, adjacent land and the wetland location within the watershed. When this method is being used in conjunction with tie review of a specific project. proposed to take place in the wetland, the focus should more specifically concentrate on determining wetland changes due project construction. Use a predominance of high, medium or lose fimctional levels to identify high, rnediu or low significance. Exceptional functional level is achieved if the wetland is managed to maximize stormwater retention in an area prone to or with the potential for flood damages. 19 r. _ c Question Rationale 1. Outlet Characteristics.. Wetlands with no outlet or an outlet above the temporary wetland zone (fringe) will store water for a longer period of time than wetlands with well- defined outlets. A natural outlet at or below the temporary wetland zone will store some water depending on antecedent climate conditions. Wetlands with excavated or enlarged outlets will store less water than would be expected of a particular wetland type or hydrogeomorphic setting. 2. Flood Damages. Wetlands providing floodwater attenuation in watersheds with known or future potential for flood damages take on a higher level of importance for storing flood/stormwater as compared to watersheds where flood damages are unlikely. 3. Land Cover of the Watershed. Greater volumes of runoff and quicker and higher flood peaks are produced in watersheds with significant amounts of impervious surfaces, bare soils, and little natural vegetation. A wetland located in a watershed with these characteristics has a greater potential benefit in storing or attenuating floodflows than a wetland subject to natural hydrologic conditions. 4. Watershed Soils. Greater runoff and higher flood peaks occur in watersheds having primarily impermeable soils. These types of soils impede.infiltration of water and therefore produce increased runoff. Wetlands Iocated downslope in watersheds supporting these conditions are more likely to provide flood attenuation. 5. Water/Vegetation Proportions and Interspersion. Wetlands with relatively low proportions of open water to. vegetation and low interspersion of water and vegetation are more capable of altering floodflows. Vegetation slows floodwaters by creating frictional drag in proportion to stem density. Wetlands with dense stands of vegetation and with little open water are more capable of slowing flood water than open water alone. 6. Sheet Flow. Sheet flow, rather than channel flow, offers greater frictional resistance. The potential for floodflow desynchronization is greater when water flows through the wetland as sheet flow. 7. Stormwater Management. Wetlands that are managed to m aximiz e stormwater control -- for example, by manipulation or drawdown of the outlet, by receiving directed stormwater from developed areas, or by increasing the drainage area -- generally provide a higher functional level for flood/stormwater storage than do similar unmanaged wetlands. 8. Wetland Losses. Watersheds with high losses of wetlands generally experience greater flooding problems and potential than watersheds where most of the pre - settlement wetlands remain. Thus, the remaining wetlands in areas with high losses become potentially more important for floodwater attenuation. 9. Location in the Watershed. The location of the wetland in the watershed will determine the benefits it provides downstream. Wetlands higher in the watershed will benefit a broader downstream area while wetlands lower in the watershed may provide greater benefits to a specific area. - Functional Level of Flooci/Stosmwater Attenuation (record an page 5 summa7y) ,` 1 1 L 1. YG�Does the wetland receive direct discharge of managed water (e.g. municipal or road stormwater drainage, agricultural drainage outlet, industrial or municipal wastewater)? 2. J) N Do the surrounding or upstream land'uses - have the potential to deliver significant nutrient and/or 20 sediment loads to the wetland? 3. /Y %N Does the wetland shape, flow inputs, and outlet configuration allow adequate residence time so that `sediments are able to settle? 4. rY/ N NIA For non- isolated wetlands, does the wetland have significant vegetative density to decrease water energy and allow settling of suspended materials? 5. (� N Does the wetland have si vegetative material to potentially increase uptake of dissolved nutrients? — r b. N Does the wetland have a vegetative buffer area on upland adjacent to its boundary which slows and liters overland flow? If yes, describe buffer area width and slope: 7. N Are there recreational lakes, watercourses or water supply sources down gradient in the local � 8. N Is the position of the wetland in the landscape such that run -off is held or filtered before entering a ownstream surface water? 9. N U Are there signs (or historical reports) of excess nutrient loading to the wetland (e.g. algal mats, excessive submergent macrophyte growth qrirff onotypic vegetation`. USER GUIDANCE - Water Quality Protecdon Water quality protection is evaluated according to the wetland °s primary water source, the potential impact of surrounding land uses, estimated storage capacity, vegetation and detritus density, position with respect to other surface waters and evidence of excess nutrient loading. The water quality function of wetlands include numerous chemical, biological and physical processes. When any of these processes are disrupted sufficiently to change the character of the wetland, the wetland water quality is di Wetland water quality should be preserved when possible, and only when no other options are reasonable should a wetland be degraded in order to maintain other downstream waters. Wetlands can significantly reduce impact from several pollutants through the natural processes of adsorption and entrapment. Background levels of nutrient assimilation by wetlands can reduce excessive plant growth in downstream lakes, rivers and wetlands. The nutrients of principal concern are phosphorus and nitrogen. Common sources of nutrients are urban storm water and runoff from cultivated fields and feedlots. Forested wetlands retain ammonia during seasonal flooding and wetland environments are effective at denitrification. Wetlands take up metals both by adsorption in the soils and by plant uptake via the roots. They also allow metabolism of oxygen demanding materials and can reduce fecal colifarm populations. These pollutants are often buried by deposition of newer plant material, isolating them in the sediments. When the narrow channel of a stream widens into a wetland, stream velocity slows. This allows the sediments to drop out and settle in the wetland. However, excessive sediment deposition resulting from artificially conveyed waters discharged into wetlands or erosion from bare soils adjacent to wetlands can smother wetland benthic organisms which adversely impacts wetland functions. It should also be noted that it is possible for sediments to be resuspended causing increased turbidity in wetland waters which are typically very clear as sediment settling does not necessarily mean it is permanently stabilized. The water quality function wetlands provide help ameliorate the physical, chemical and biological impacts. of pollution in downstream waters. However, wetlands_ should not be used as "Band -Aid" to mask symptoms of a larger problem such as poor land use practices. 21 1� A wetland is rated as exceptional if it contributes significantly to the water quality protection of a recreational water or potable water supply source down gradient within the local watershed. A wetland is rated as high if it is in the local watershed of a water supply source, waterbody or watercourse and directly contributes to it's water quality. A wetland is rated as medium if it is in the local watershed of any other surface water and contributes indirectly or potentially to its water quality. A wetland is rated as low if it.performs minimal water quality functions (e.g. ditched flow - through systems that have minimal detention. times). Functional bevel of Water Quality Protection = '�ML_ on page S summary) l . Y Is the wetland a fringe area of a lake or watercourse? If NO, enter "not applicable" for this function in ' e ' page 5 summary and skip to the next section. If YES, answer the applicable questions. 2./ N Is the shoreline exposed to frequent wave action caused by a long win fe tch or boat traffic? 3. t 'lid Is the shoreline wetland vegetated with submerged or emergent vegetation in the wash zone that decrease wave energy or perennial wetland species that form dense root mats and/or species that have strong stems that are resistant to erosive forces? 4_ � Is the stream/lake bank prone to erosion due to unstable soils, land uses, or ice flows? 5. s the stream/lake bank vegetated with densely rooted shrubs that provide upper bank stability? 6. lei Does the fringe wetland intercept storm event overland flow before reaching the open water area ?' Shoreline protection is evaluated based on the wetland's prommity to lakes, streams or open water basins and whether the wetland is positioned to absorb erosive forces (i.e. wave action, land uses, unstable soils). Wetlands are rated as exceptional if they are positioned adjacent to lakes, rivers or perennial streams such that they commonly absorb erosive energy. They are rated high if they are similarly positioned adjacent to intermittent streams or large ope ^ water w_ etland basins, or if they provide interception of storm event overland flow to open water areas. They are rats a sane i�fiey are to open water areas but are not strategically positioned so as to warrant a higher rating. They are rated low only if they are located in a shoreline area but provide no obvious benefits to the open water area. i Functional Level of Shoreline Protection = N ( record on page S summary) i The ground water interaction function is probably the most difficult to assess, and usually requires additional hydrologic and geologic data. Lack of time and data available may more often than not preclude an assessment of the ground water interaction function. It is included in this method for continuity, and for those instances when more detailed investigation is required or more data are available. 22 The basic presumptions for assessing the ground water interaction function of wetlands are: • The primary ground water interaction function for ground -water supported wetlands is the discharge function. -- . • The primary ground water interaction function for surface -water supported wetlands is the recharge function. Using the information in Appendix B, characterize the wetland in terms of predominant water source (surface water or ground water), and topography (depression, slope, or extensive flat). Appendix B describes six basic wetland hydrologic conditions. Use the appropriate section below to assess the ground water interaction fimctional leveL Section I: Ground-Water Supported Wetlands • Ground -Water supported Depression wetlands Table 1* • Ground-Water supported Slope wetlands =0-0=M> Table 1 • Ground -Water supported Extensive Flat Wetlands Table 1 Section II: Surface -Water Supported Wetlands • Surface -Water supported Depression wetlands Table 2 • Surface -Water supported Slope wetlands =D=O=�> Table 3 • Surface -Water supported Extensive Flat Wetlands =D*>=# Table 2 The primary ground water interaction function for ground -water supported wetlands is the discharge function. A. Look for discharge indicators: 1. Primary a. water-table s lopes toward the wetland (hydrogeologic atlases, observation well data, pierometer data, bvater well logs, field investigation). b. Visible springs, seeps, or up- welling flow areas in wetland. c. Increasing hydraulic head with depth (pi' orneter data). 2. Secondary - a. Presence of wetland areas above the primary wetland area readily noticeable by vegetative patterns on afeal photos (air photos, field observation). b. Flow into the wetland in periods not preceded by large storms. c. Flow out of the wetland during periods not preceded by large storms. B. Use 'fable 1 to assess the ground water recharge function level. C. Special Concerns 1. Calcareous fens (a special case of ground-water slope wetland) have been designated as having exceptional value. 23 The primary ground water interaction function for surface -water supported wetlands is the recharge function. A. Look for recharge indicators 1. primary a. w ater tabl�e away from the wetland (hydrogeologic atlases, observation well data, . piezometer data, water well logs, field investigation). b. water table in adjacent uplands is below the wetland water level or the wetland is located on or near a ground water flow. divide (hydrogeologic atlases, observation well data, piezometer data, water well logs, field investigation). c. decreasing hydraulic head with depth (piezometer data). 2. Secondary a. wetland has no defined outlet, or outlet restricts outflow (topographic maps, field investigation). b. topography slopes steeply below wetland (topographic maps, field investigation). B. Use the appropriate table to assess the ground water recharge function: Table 2: Surface -Water Supported Depression Wetlands Surface -Water Supported Extensive Flats Wetlands Table 3: Surface -Water supported Slope Wetlands C. Special Concerns Wherever ground water recharge is indicated in an area such as a sensitive ground water area, a contribution area to a public water supply, or a wellhead protection area, it should be recorded as a special/unique feature. There should be special concern about water quality in the wetland. FU Discharge see description of � 'Or more Primary �) _ Only Secondary Discharge indicators to discharge indicators ``Discharge indica rs Recharge and/or Discharge indicators NOT present above - Degree of field investigation, air ground water discharge /ground water dis ground water discharge Hydrologic photos, maps NOT affected by altered by hydrologic substantially altered or M _ hydrologic modifications, but still removed by hydrologic modifications ignificant modifications (image, pumping? . . diversion, etc. Substrate TexWre field investigation, soils Gravel, Coarse Sand, maps, geologic and Sand hydrogeologic maps, test borings sand, silts, fibric ( salty clays, clays, sapric )I peat W ater Quality Sampling and analysis Similar to ground water < > More like surface water chemistry: (e.g. pH =7 chemistry: conductance = 200 -500. (e.g. pH <5, µmhos, alkalinity = 50- conductance < 100 150 mg/1) µmhos, alkalinity < 50 mg/I) The criteria Iisted as Primary override the criteria as Secondary if they differ in assessment of functional level. 25 a c e Table 2: Surface -Water Su ported De ression and Extensive Flats Wetlands ' Criteria Info Source High Medium - Low 1 Water Level water level pid water level declines > Slow water level Declines. after monitoring (below outlet level if any) declines (below outlet level if any) after after rainfall events Rainfall- rainfall events Recharge see description of or more Primary � echarge Only Secondary Recharge indicators Indicators discharge indicators indicato Recharge indicators NOT present above Degree of . field investigation, ground water recharge ground water recharge ground water recharge , Hydrel ®gic - air Photos, maps NOT affected by hydrologic diminished by substantially diminished by . cations hydrologic or removed Modification (from modifications, but still hydrologic drainage,- pumping,. significant modificafio diversion, etc, Water level in is� Hydraulic Head ' . h y� eologic arias , piezometer Water table is lowered by drought cycles or excessive Perched or multi- aquifer system wetland close to level of local water well ground water extraction ater table. records, field investigation Texture of field investigation, Gravel, Coarse Sand; Sand ilty sand, silts, fibri silty clays, clays, sapric Substrate or soils maps, geologic peat peat C onfining Layer and hydrogeologic maps, test bo ' s - SECONDARY*: Wetland Size Field investigation, drainage area / wetland area G- —> drainage area / wet�d Configuration USGS T/2 min topo ratio large area ratio small maps Evapo -' Estimation ET < potential ET < -- ---- -> ET = potential ET transpiration techniques, evaporation pan methods; published ® climate data Vegetation Field reconnaissance Sparse vegetation - grasses, - -> �) Mixed hardwood, etc spruce, fir, dense vegetation Wate uality Sampling and . TDS s 500 mg/1 —> TDS 1500 Me 2 analvsis ° The criteria listed as Primary override the criteria listed as Secondary if they differ in assessment of functional level. 26 W Table 3: Surface -Water supported Slope Wetlands Criteria Info Source ! gh Medium Low �Prim ary*: Recharge see description of discharge 1 or more Primary Only Recharge indicators NOT Indicators indicators above Recharge indicators Secondary present Recharge indicators Degree of field investigation, air photos, ground water recharge ground water ground water recharge Hydrologic maps NOT affected by recharge substantially diminished or ® • cation hydrologic - diminished by removed by hydrologic modifications hydrologic modifications from drainage,.- modifications, umpmg, diversion, but still e tc.).- _.... , significant Hydraulic Head H atlases, River (or lake) is < > River (or Iake) is effluent to piezometer data, water well influent to ground water ground water :. records, field investigation. requeucy and Observation, interviews with Frequent or large Occasional Infrequent or small degree of Water cognizant individuals, fluctuations fluctuations fluctuations evel hydrologic monitoring data. Fluctuations Substrate Field investigation, soils Gravel, Coarse Sand, Silty sand, sil clays, clays, sapric peat T exture maps, geologic and Sand silts, fibric hydrogeologic maps, test peat borings. Frequency of Observation, interviews with Regular occurrence with Occasional Seldom loodpla• co individuals, large storm events Inundation hydrologic monitoring data. S econdary*: Size & Field investigation, USGS 7' /a Broad, flat floodplain <_____- ---- -> Narrow, steer fringe Conflgaration min topo maps. Napo- Estimation techniques, ET < potential ET < --- ---- -> ET = potential ET transpiration evaporation pan methods; published climate data. V egetation Field reconnaissance. Sparse vegetation < Dense stands Floodplain Age Topo maps, soil surveys, Mature, well- developed <---- ---- -> Young stream channel with -��,$) geologic maps, field flood plain with buried relatively high flow investigation. ox -bow lakes, etc. velocities. ori g in of Bas Topo maps, soil surveys, Solution basin (in karst Glacial basin; Tectonic basins geologic maps, field topography areas) Stream action investigation. (oxbow lakes, fluviatile * The criteria listed-as Primary override the criteria listed as Secondary if they differ in assessment of functional level. 27 n e User Guidance: Ground - Water Interaction Information Sources Wetland assessments for ground water interaction are strengthened with information on the geologic and hydrogeologic setting of the�wetland. Information sources include publications and maps (surficial geologic and hydrogeologic maps and atlases, soil surveys, hydrologic atlases, topographic maps ); air photos, water well records, engineering boring records, observation well data, piezometer data, field observations and investigation, water quality analyses, and water budget analyses. Minnesota Geological Survey (MGS)/DNR County Geologic Atlases - where available these are a highly valuable information resource on surficial geology and hydrogeology at the county scale. Contact MGS at 612 - 627 -4782, or http: / /geolab.geo.u=.edu/mgs. MGS/DNR Regional Hydrogeologic assessments - at the multi- county scale, so are less detailed than the county geologic atlases, but are still a valuable source of information on surficial geology and hydrogeology. Other MGS geologic mans Qublications open file resorts - contact MGS for a current list of publications. Soil surveys are a valuable source of information on surficial geology, particularly the descriptions which identify parent material. USGS Hydrologic Atlas (HA) Series - while getting dated, these are still a good place to start on a regional scale. Available from MGS.. USGS Water Resource Investigations and Revorts - if one of these covers the area of investigation don't, leave home without it. USGS Minnesota District telephone 612 -783 -3100; Earth Sciences Information Center in Denver, CO: 303 - 202 -4200; Geologic Information - http: / /geology.usas.gov; Water Resources Information. - http- //h2o.usgs.gov; National Mapping Information - http: / /www- nmd.usgs.gov USGS 7%i minute Topographic Mans - the standard base map for any field investigation. Available through MGS or USGS. Aerial Photos are - available at SWCD and USDA local offices and at some cities and library systems. Water Well Records ( "Drillers Loss ") - still the basic geologic information source in the state. These include located and verified logs as well as unverified logs. The MGS has the most current set of water well records. Water well records are usually available at SWCD offices. The MGS also maintains the County Well Index (CWI) data base of water well and bore hole records. Many Counties also maintain a local copy of CWI. The MGS Water Well Records Line is 612 - 627 -4784. There is a charge for MGS staff to do a well record search. Hishway Engineering Borings - Another valuable source of subsurface information is local and state highway department offices. MNDOT has borehole records for highway alignments and may have greater detail for wetland crossings, bridge sites, and aggregate exploration sites. The latter may include static water level measurements and is included in the Aggregate Source Information System (ASIS). These data can be obtained by calling 612- 779 -5611. Observation Well Data are valuable for regional static water levels and for putting wetland water levels in a historical perspective. Available from DNR Waters Division: 612- 296 -4800. Field Investigation -the is no substitute for some time spent digging with a shovel or hand auger. Water Level Records - Wetland water level records (from aerial photos or from direct observations) when used in conjunction with climate data, may be key to assigning the wetland to one of the hydrologic classes. References. - Novitzki, R.P., 1982. Hydrology of Wisconsin Wetlands. Information Circ. 40, U.S. Geological Survey. - Novitzki, R.P., 1989. Wetland Hydrology. Chapter 5 of Wetlands Ecology and Conservation: Emphasis in Pennsylvania. Ed. by S.K. Majumdar, R.P. Brooks, F.J. Brenner, and R.W. Tiner. Penn. Academy of Science. Functiona Level of Ground- -water Interaction = (record on page 5 summary) �x 28 Wil Ha of C haracteristic 1 El C ommun ities The following questions are designed to help ensure that the various factors involved in assessing the quality of fish and wildlife habitat are considered: There may be site - specific factors affecting the quality of habitat that are not incorporated into the questions or User Guidance. Users must have at least a basic understanding of fish and wildlife habitat requirements to properly employ this method. After answering these questions, consult the User Guidance to assign a functional rating. 1. Y`N Is the wetland known to be used by locally rare species or species that are state or federally '-�listed? (A list of state and federally listed species is attached in Appendix:) If yes, wildlife. habitat functional level rating = exceptional. ' 2. Y )Is the wetland known to provide specialized habitat components for particular species or groups of species that are not generally available elsewhere (e.g. colonial waterbird nesting colonies, significant amphibian breeding sites, deer wintering yards). If yes, wildlife habitat functional level rating = exceptional. 3. (fly) ITT Does the wetland provide seasonal or intermittent habitat components (e.g., amphibian breeding, resting/feeding by migratory waterfowl/shorebirds)? Habitat Structure 4. Indicate below how the plant species diversity of the evaluation wetland compares with a reference standard wetland of the same type and similar size within the wetland comparison domain. i More Same Less Much Less Diverse Diverse Diverse 5. ghat is the maintenance of characteristic hydrologic regime functional level from the Hydrology Section (on page IS)? Exceptional High 1 edi Low Habitat Interspersion and Connectivity wetland: 6. Describe the dominant land use and condition of the bnmediatelvatershed that contributes to the High = Watershed conditions essentially unaltered, e.g., land use development minimal, idle lands, low intensity grazing or haying, forests. Med. Watershed conditions somewhat modified, e.g., moderate intensity grazing or haying, dispersed rowcrop agriculture; low density residential. Low = Watershed conditions highly modified, e.g., intensive rowcrop agriculture; urban semi- pervious or impervious surface, high density residential, intensive mining activities. Mi 7. For depressional wetlands, describe the relative abundance (no. of basins/sq. mi.), relative density (acres of wetlands per sq. mi.) and interspersion of various wetland types within a 1 mile radius from the center of the assessment wetland: Hk — Abundance, density an d interspersion very similar to Reference Standard Wetland M = Abundance, density and interspersion somewhat dissimilar to Reference Standard Wetland Low = Abundance, density and interspersion differs considerably from Reference Standard Wetland g. Indicate below the extent to which the wetland either by itself or in conjunction with other habitat types provides a connection between larger wetlands or other habitat types that would otherwise be isolated by intensive agricultural or urban land use. / Higher The wetland provides an important connection for a variety of species, including �� herpetofauna; other travel corridors are few or non - existent. Med = The wetland is likely to be used as a corridor by wider tanging species such as forbearers, deer, and birds; other avenues for wildlife movement may be available. Low = The wetland does not provide an obvious connection between other wetlands or habitats; i.e., the wetland is highly isolated or wildlife movement in the area is not limited by available cover. Maintenance of Regional Biological Diversity Y M Considering general habitat characteristics, is the wetland of a.type that has been lost or experienced a significant decline within the wetland comparison domain, relative to other wetland types? 10. N IDoes the wetland represent the only, or nearly the only wetland habitat within the wetland comparison domain? 11. List any wildlife species observed or in evidence (e.g., tracks, scat, nest/burrow, calls, viewer reports), including birds, mammals, reptiles, and amphibians (Note. This list is for documentation only and is not necessarily an indication of habitat quality.) t t 41 � ; '�- 8 is � \5 , sOP1.3 d5 USER GTTIDAtCE —WEdlife Habitat: Maintenance of Characteristic Animal Communities "Wildlife" refers to all animal species, including mammals, birds, reptiles, amphibians, and invertebrates that depend. on or utilize wetland habitats within the reference domain. This method assumes that the quality of the wildlife habitat provided by a wetland is related primarily to the level of disturbance or degradation compared to an undisturbed or least disturbed reference standard wetland of the same type within the wetland comparison domain. ["Disturbance," as used here refers to human activities or human - induced conditions that tend to reduce natural diversity or disrupt natural processes. Management activities designed to mimic natural processes (e.g., burning, water level management) or to restore natural diversity (e.g., exotic species control) would not be considered "disturbances" in this context.] The functional level Of the habitat can also be influenced by the size of the wetland and its position in the landscape relative to other wetlands and habitat types. The method assumes that all wildlife species are ecologically important and that low species diversity is not necessarily a sign of poor wildlife habitat. Some wetland types naturally support a lower diversity of wildlife species or numbers. The assessment of fish and wildlife habitat quality. should account for the fact that some wetlands are used only seasonally or intermittently by certain species but are nonetheless important or even critical for those species. IE Wetlands with exceptional wildlife habitat value are those that represent relatively undisturbed, pristine conditions, and/or are inhabited or frequented by unique or rare species, including those that are state or federally listed (see Appendix B) or species that are rare locally (Question 1). (Note that the presence of rare, endangered, or threatened species is also addressed under the "Special Features" section of this method.) Wetlands that provide critical habitat components that are not generally available elsewhere, even if the species dependent on them.are not particularly rare (e.g. colonial waterbird nesting colonies, amphibian breeding sites) should generally be rated exceptional (Question 2). A wetland of a type that has been substantially eliminated within the reference domain would generally warrant an exceptional or high rating if it supports or contributes to the support of wildlife species that may not otherwise be present in the reference domain (Question 9). A wetland should be rated as providing high quality wildlife habitat if it is relatively undisturbed and exhibits nearly the full range of flora and fauna that would be expected to be present in a wetland. of that type and size within the wetland comparison domain (Question 4). Such wetlands would typically, though not necessarily, be surrounded by undeveloped uplands or be components of larger wetland complexes (Questions 6,7) and the hydrologic regime would generally be intact (Question 5) . Wetlands that provide important connections between other habitat areas may be rated hi even if the ha itat uali of e :etl its elf is low (?=n on y, It may e appropriate to assign a high functional rating to ands that comprisly; or nearly only available wetland habitat in the comparison domain, even though the habitat quality of the wetland maybe low (Questi on 10 ). Wetlands should be rated as medium for wildlife habitat quality if they exhibit some evidence of disturbance or degradation, such as invasion by exotic extensive monocultures typical of altered hydrologic regimes or degraded water quality, or largely surrounded by developed areas (Questions 4-7). Such wetlands would typically be missing many of the wildlife species that would normally be expected for that type of wetland, and population densities may be reduced. In some instances, a wetland may be so small (either naturally or as a result of previous filling/draining) that its use by wildlife is limited. However, even very small wetlands may provide important habitat for certain species, such as amphibians, which should be taken into account. Some wetlands that are significantly disturbed or degraded may be considered to have at least medium habitat quality if they provide seasonally important habitat components (Question 3)_ For example, temporary, saturated, or seasonally flooded wetlands that may be cultivated in most years often provide important habitat in the spring and fall for migrating waterfowl and shorebirds. Low quality wetlands are those that have been so degraded by human activity that they are seldom, if ever used by wildlife. Examples include: i. wetlands that are so polluted that vegetation is absent, ii. extremely small, degraded, isolated wetland remnants, and iii. wetlands exhibiting extremely low vegetative diversity compared to similar type wetlands within the wetland comparison domain (Questions 4 -7). This may include early stage or failed wetland restorations or creations. Note: Wetlands that have been partially drained such that the wetland type has been altered should be compared to a reference standard wetland of the type that is currently present. I Functional Level of Wildlife Habitat = LL_ (record on page 5 summary) 1 31 a do r Fishery Habitat 1. Y i N Is the wetland contiguous with a permanent waterbody or watercourse such that it provides awning/nursery habitat for $Wi fish species? 2. Y Does the wetland intermittently support native fish populations as a result of colonization during flood events? 3. Y N Does the wetland support native populations of minnows? t,kAtnoWn 4. List any fish species observed or evidenced: (Note: ?'his list is for documentation only and is not necessarily an indication of habitat quality.) USER GUIDANCE - Fishery Habitat Generally, the value of a wetland for fish habitat is related to it's connection with deepwater habitats. A wetland should be rated as having high or exceptional value for fish if it provides spawning/nursery habitat, or refuge for native fish species in adjacent lakes, rivers or streams. Some isolated deep marshes may intermittently support populations of sunfish and northern pike as a result of colonization during flood events. Such wetlands should be rated high to moderate for fish habitat. Pe**� isolat wetlands that u ve opulations of minnows-should be rated as modera Wetlands w ith exclusive, high c o ulations s e rated as low value fo�°fi�i z ecause carp cause extreme de gra ation of the wetland. Isolated wetlands that are not permanen oo a do not generally support fish populations. It is important to note that most wetlands indirectly contribute to the maintenance of fish populations in lakes, streams and rivers as a result of their influence on water quality and hydrology. Functional Level of Fishery Habita = (record on page 5 summary) LV N Is the wetland visible from any of the following kinds of vantage points: ads waterways, trails, public lands ®use , and/or businesses? (Circle all that apply.) 2. �N Is the wetland in/near any population centers so as to generate aesthetic /recreation/educational/cultural use? 3. N Is any part of the wetland in public or ions_ ervation ownership? _. 4. Y(N�I oes the public have direct access to the wetland from public roads or waterways? 5. _ Is the wetland itself relatively free of obvious human influences, such as: a. a N Structures` ? — b. CY Trash/pollution? C. Y N Fiiling/dredging/draining? d. vasive vegetation? 6. Is the are urrounding the wetland relative/ free of obviou human influences, such as: a. ! �uildings? C. Other structures? b. by N Roads? d. !N- Ntered land uses? 7. Does the wetland provide a spati al buffer between developed areas? 32 rti 8. Y N Is the wetlandtm i mPdlately adj acent area currently being used for (or does it have the potential to be used for) the following oval activities? (Check all that apply.) ACTIVITY CURRANT USE P®TM� USE Education/cultaraUscientific study X II Hildn�iildnQ/slciina I ! X B Rnntina /rnnneino Food Wildlife observation Exploration/play/photography Others The aesthetics /recreation/education/cultural and science function and value of each wetland is' evaluated based on the wetland's visibility, accessibility, evidence of recreational uses, evidence of human influences (e.g. noise and air pollution) and any known educational or cultural purposes. Accessibility of the wetland is key to its aesthe#dc or educational appreciation. Thus, proximity to population centers may increase its perceived importance. However, proximity to population centers and locations in public areas may have associated noise and/or pollution factors that could degrade the aesthetic and educational functional level. While dependent on accessibility, a wetland's functional level could be evaluated by the view it provides observers. Distinct contrast between the wetland and surrounding upland may increase its perceived importance. Also, diversity of wetland types or vegetation communities may increase its functional level as compared to monotypic open water or vegetation. A wetland is rated as exceptional if it provides unique or rare educational, cultural or recreation functions or values (e.g. it is located in an outdoor learning area or park focused on wetland study or appreciation). A wetland is rated as high if it provides any educational use or if it has public access and appreciation, or if it is an undisturbed wetland with visual diversity located in a natural setting. A wetland is rated as medium if it is relatively undisturbed with some diversity and is frequently viewed. A wetland is rated low if it has ainimal visual diversity or recreational use. Functional bevel of Aesthetics/1_Zecreati0 ducation/Cnitu Science= (record on page 5 summary) 33 a 1 Commercial Uses 1. Y(N)s or has (circle one) the wetland used to provide a commercial crop, agricultural commodity, ora non- commercial consumptable use? If NO, enter "not applicable" for this function in the page 1 summary. If YES; list the products the wetland provides: 2. Y lei Is the hydrology or vegetation artificially permanently or temporarily controlled or modified to sustain the commercial use (circle those that apply)? Describe any alterations. . 3. Y N Is or has (circle one) the commercial use permanently or temporarily (circle one) diminished the wetland's functional level? If temporary, for how long? ? USER GUMANCE - Commercial Uses The wetland is rated exceptional if it provides a commercial crop, product or agricultural commodity without hydrologic or vegetative modification. A High rating is assigned if the wetland produces a commercial crop, product or agricultural commodity with seasonal or temporary modifications. The rating is medium if the wetland is used frequently for non - commercial consumptable uses or if production of the commercial crop or product requires permanent or frequent hydrologic or vegetative modification to the wetlnd tina is love if the wetland is used for infrequent non - commercial consumptable uses. The satin the wetland provides no commercial uses. Functional Level of Commercial Use = Nl'& (record on page 5 summary) 34 MINNESOTA'S LIST OF ENDANGERED THREATENED AND SPECIAL CONCERN SPECIES 711196 FOR MORE INFOR MATION. .CONTACT: Natural Heritage and Nongame Research Program Section of Ecological Services, Minnesota Department of Namral Resources 500 Lafayette Rd., Box 25 St. Paul, MN 55155 Phone: 1- 800 - 766 -6000 (or 612- 296 -6157 in the metro area) Fax: 612- 296 -1811 Threatened Spllogale purories .............. eastern spotted skunk Special Concern Canis lupus ................. gray wolf (Fed_ Stams: T) Cervus elaphus ................. ells Cryptods parva ................ least shrew Fells concolor ................. mountain lion Micratus ockrogaster ............ prairie vole Micro= pineror= ............. woodland vole Musrela nivalis ................ least weasel Myons septentrionalls ............ northern myods Perog —d= fiavescens ........... plains pocket mouse Pherracomys ituermedius .......... heather vole Pipisrrellus subf7avus ............ eastern pipistrelle Sorex fumeus ....... ........... smokey shrew Svnapromys borealis ............. northern bog lemming Thomomys ralpoides ............. northern pocket gopher i '1• t Ammodramus bairdu ............. Baird's sparrow Arnmodran=henslowi7 ........... Henslow's Sparrow Anriw spragueii ............... Sprague's Pipit Calcarius ornarus ............... chesmut-collared longspur C7aaradrius melodus ............. piping plover (Fed. Stams: T) Rallus elegans ................. king rail. Speoryro amiarlaria ............. burrowing owl Threatened bald eagle (Fed. Status: T) Cygnus buccinaror .............. trumpeter swan Falco peregrines ............... peregrine falcon (Fed. Status: Pelecanes ervrhrorhynchos ......... E) Lanus ludovicianus .............. loggerhead shrike Phalaropes tricolor ............. Wilson's phalarope Podiceps auriact ............... horned grebe Sterna hirundo ................ common tern Special Concern An=dramus nelson ............ Nelson's sharp -tailed sparrow Asio f7ammeras ................. short -eared owl Bureo linear= ................. red - shouldered hawk Coacmicops nove&oracensssis ........ yellow tail Dendroica cerulea .............. cerulean warbler Empidonar virescens ............. acadian flycatcher Galllnula chloropus ............. common moorhen Haliaeencs leucocephales .......... bald eagle (Fed. Status: T) Lanus pipircan ................ Franklin's gull Limosa fedoa ................. marbled godwn Pelecanes ervrhrorhynchos ......... American white pelican Seiurus mourcilla ............... Louisiana waerthnrsh Sterna forsteri ................. Forster's tern Iymoanuchus cupids ............. greater Pr Wilsona cirrina ................ hooded warbler Acris rrepiraar ................ northern cricket frog Surrurus catenates .............. massasauga Threatened crystal darter Cemmys insadpta .............. wood turtle Crorabrs horridus ............... timber rattlesnake Emydoidea blandingii ............ Blanding's turtle. Special Concern . blue sucker Apalone mutter .............. smooth sofrsbell Caelydra serpenrina ............. snapping turtle C oluber constrictor .............. racer Elaphe obsolera ................ rat snake Ermreces fasaam s .............. five -lined skink Hemidacrylium scutatuna .......... four -toed salamander Heterodon nasicus .............. western hognose snake Pfntophis carem) .............. gopher snake ' Tropidoclonion Enearum .......... lined snake L IF Palyodon sparhula .............. paddlefish Special Concern Acipenser fulvescens ............. lake sturgeon Alosa rhrysochloris ............. skipjack herring Ammoaypra asprella ............ crystal darter Aphredoderus sayanus ............ pirate perch Coregonus.dyi ................ layi Coregonus zenirwaas .. ....... shortjaw cisco Cych pros elangar. ............. blue sucker Erimysrarspencrnrd ............ gravel chub F.rheasroma microperca ........... least darter Fundulus sciad cus .............. plains topminnow Ichthyomyzan fossor ............. northern brook lamprey Ichthyomyzon gagei ............. southern brook lamprey laiobus tiger ............ . .... black buffalo Moron mississippiensts ........... yellow bass Norropis amrr7s ................ pallid shine. ° Norropis anoge .............. pugnose shiner Norropis aerbilus ............ • Ozark minnow Norropis ropeka ................ Topeka shiner Nonascs wills ................. slender madtom Percina evides ................. gilt darter Q �cn MOLLUSKS BUTTERFLIES AND MOTHS Endangered Endangered Erynnfs persi. ................ Hesperia comma assiniboia ........ Hesperia ancas .. .......... . Lycaddes mesa smnuelis ......... Oeneis uderi varuna ............. persius dusky wing assim' skipper . uncas skipper Karner blue (Fed. Status: E Uhler's arctic Arcidens confragosus ............ rock pocketbook Mbpdo crassidens .............. elephant -ear . F=canaia ebeaa ............... Lampsrlis higgirai .............. ebonyshell Hi88ins eye (Fed. Status: Lampsilir reres .. ........ .... yellow sandshell Novasuccinea n. sp. Minnesota B .... Iowa pleistocene ambersnail Plerhob cyphyus ........... bunerfly Quadrula fragosa ............... win ged mapleleaf (Fed Stems: Megalonaias nermw ............. washboard Quadrula nodulara ............. Vertigo habridtd hubridid ......... . arcyback Midwest pleistocene vertigo Threatened a species of jumping spider Aainonaim Mgamen Ma .... ....... mueket Alasmidonto marginate ........... eikroe Cumberfandia monodonra ..... - .. spectaclecase Cy clonaias tuberculara ......... purple warryback Mbpsaria Ifneolara .............. bunerfly Epioblasma niouetra ....... _ .... snuffbox Megalonaias nermw ............. washboard Novasuccinea n. sp. Minnesota A .... Minnesota Pleistocene Polycenrropus mflaca ............ ambersnail Pleurobema cocdneum ........... round pigme Quadruia metarrevra .......... monkeyface Simpsonaias ambigua ............ salamander mussel Trftogonfa verrucosa ............. pistolgrip Venastacancha ellipsiformfs ........ ellipse Verdgo hubricW variabffis n. subsp. .. variable pleiswcene vertigo Verrigo meramecensis . _ ..... _ .... bluff vertigo Special Concern Ellipao difarxa ......... . ...... spike Lawdgoaa compresses ............ creek heelsplitter Lasmfgona cosuua ..... . ..... . . fluted -shell Ligumia recta ................. black sandshell Obovaria olivaria _ ..... _ ........ hickorynat Special Concern Habroaau= resarius . ............ a species of jumping spider Marpissa grata . I I I : I , * * , * ... a species of jumping spider McWiddippus arizonensis ......... a species of jurnpmg spider Paradamoeras fonrana .........:.. a species of jumping spider P/iidfppus apadreanus ............ a species of jumping spider Phidippus pins ................. a species of jumping spider Sassacus papenhoei ............. a species of jumping spider Turelhta formicaria .............. a species of jumping spider • �. Special Concern Aflezia rabranura ............. . . red -miled prairie leafhopper l • Qla I Special Concerti Ophiogomphus anomalir• .......... extra - striped suakereil Ophiogomphus susbehcha ......... St. Croix snakeaIl Threatened Hesperia dacmae ....... . . . ... . . dakom supper Hesperia ortoe ................ ottoe slipper Oarisma gariia ................ prim slipper Special Concern Atrytone arogos ................ arogos slipper Erebia disa rrrmiarias ............ disa alpine Hesperia IeonmVw .............. leomidtu skipper Lycaeides idas nabokovf .......... Nabokov's blue Oarisma powesheik .............. powesheik skipper Pyrgus cenmureaefreija .......... grizzled skipper Sdtmia indiana ................ . .. phlox moth Speyeria idalfa ................ " regal fritillary 1; 1 7 at_ ;1 , Endangered C Mosrfgma frascaa ............. headwaters chilostigman Special Concern Agaperus tumor ................ a species of caddisfly Asynarducs rossf ............... a species of caddisfly C:eradea brevis .............. a species of caddisfly Ceradea verrreesi .... . ......... a species of caddisfly Hydropola metoeca ............. a species of caddisfly Hydroptila novfmla .......... :.. a species of caddisfly Hydropola torrosa .............. a species of caddisfly Osyahua ecornura ............... a species of caddisfly Oxyerhina irescW ................ a species of caddisfly Polycenrropus mflaca ............ a species of addisfly Prourpola talola ............... a species of caddisfly Setodes gamarus ................ a species of caddisfly Y Ml : DI Do 1 Endangered CCindeia fulgfda fulgida .......... a species of tiger beetle C7dadela Embara nympha .... ...... a species of tiger beetle Threatened C7dndela &m&d ....... a of tiger beetle Cdndela fulgida westbournef ....... a species of tiger beetle Cdadda &pia ................ a species of tiger, beetle Special concern C7dndela hirticallis rhoderisis ....... a species of tiger beetle C7dndela macra macra ........... a species of tiger beetle Crandela parruela parrrrela ...... a species of tiger beetle Ciandela splendida eymwcephafata ... a species of tiger beetle 0 VASCULAR PLANTS Endangered Agalinls auriculara .............. eared false foxglove Agaliair gamngeri .............. round - stemmed false foxglove Asclepias steaophylla ............ narrow - leaved milkweed Amragalus alpinus .............. alpine milk -vetch Barronia virgWca .............. Virginia bartonia Borrydzium galUcamanianum ....... frenchman's bluff moonworr Borrydrium oneidense ............ blunt-lobed grapefern Bozrydrium pallidma .. ........... pale moonwort CacaUa suaveakm .............. sweet - smelling Indian- plantain Calrha narans ................. floating marsh- marigold Cares formosa ................. handsome sedge Carer pallescenrs ............... pale sedge - Carer plaazaginea ........ . ..... plantain- leaved sedge Casrilleja seprenvionalis .......... northern paintbrush C heiLwdi s larzosa ............... hairy lip -fern Oirysasplenium iowetzse .......... Iowa golden saxifrage Crisrarella jamerH .............. James' polanisia Dodecarhean meadia ............. prairie shooting star Draba norvegica ............... Norwegian whidow -grass Eleocharis wolfri ................ Wolfs spike -rush Empetrum eamesd .............. purple crowberry Emperrum nigrum ............ black crowbrrry Eryrhronium propull= ........... dwarf trout lily (Fed.. Status: E) Escobaria vzvipara- .............. ball sacros Funbriny is puberula var. interior .... hairy ftmbristylis Glazer maririrna .............. sea milkwort Hydrasds canademis ............ golden -seal ladand= pirurazifzdus ............ purple rocket lsoeres melarzopoda ............. blackfoot quillwort Lerhea tenuifoiia ............... narrow- leaved pinweed Lesguerella k doviciana ........... bladder pod Listera auriculara ............... auricled twayblade Malazis paludosa ............... bog adder's -mouth Marsilea vesrim ................ hairy water clover Monda dtamirsoi ............... mania Oryzopsis hymenoides ............ Indian ricegrass Osmorftiza berreroi .............. Chilean sweet cicely Osyzropis viscida ............... sudsy locoweed Paranydria fasdgiata ............ forked chickweed Pardzenium inregrijb&= .... ....... wild quinine Plarandzera jlava var. herbiola ...... tubercied rein- orchid Plataruhera praeclara ............ western prairie fringed orchid Valeriana edulis var. cdiaza . _ ...... (Fed. Status: l) Polemonivnt occidemale ssp. laaastre .. western Jacob's - ladder Polygala crudaur ............... cross - leaved milkwort Polyszichum br=Wi ............. Braun's holly fern Pozamogeron biamulatus .......... snailseed pondweed Pozamogewn diversifolius ......... diverse - leaved pondweed Psoraddium zenu&ra ............ slender- leaved scurf pea Sagina nodosa ssp. borealis ........ knotty peariwort Sadfraga ce. ............... nodding saxifrage Sderia zdglomerata ........ tall nut-rush Sedum inregrifoliran ssp. leedyi ...... Leedy's roseroot (Fed. Status: T) Selagine& selaginoides ........... northern spikemoss Senecio canes ................. gray ragwort Talinum rugospermum ............ rough - seeded fameflower Tofteldia pusilla ................ small false asphodel Xyris rorra ................... twisted yellow -eyed grass Threatened Katandin sedge Adrillea sibirica ................ Siberian yarrow Album cerrauurrr ..............:. nodding wild onion AM= sdroenoprasum var. sibiricwn .. wild chives Ammopidla breWUgulara ......... beachgrass Arabis holboeiW var. rerrofracra ..... HoiboeiPs rockczess Amica londrophylla ............. long - leaved arnica Arnoglossum planzagineum ...... tuberous Indian-plantain Asciepias hineaa ............... prairie milkweed Asclepius suMmIzaii ............. Sullivant's milkweed Asplenium trichomanes ........... maidenhair spleenwort Aster shorig ................. Short's aster Aureolaria pedicularia ........... fcmicaf false foxglove Besseva builii ................. kiQea -tails Borrychium lanceolarum .......... triangle tnoonworr Borrychium huuaria .............. common moonwort Boarychium rugulasum ............ St. Lawrence grapefern Carer carryarza ....... . ........ Carey.'s sedge Cares conj=cra ................ jointed sedge Cares davisfl .................. Davis' sedge Carer fesnw=w ............... fescue sedge Cares garbed ................. Garber's sedge g Caresjamesg ................. James' -sedge Threatened (cont'd) Carer karandnensis ............. Katandin sedge Cares laevivaginata .............. smooth - sheathed sedge Cares laricubnis ............... spreading sedge Carer steHffs ................. sterile sedge Crassula aquarica .. . ........... pigmyweed Craraegus douglasii ............. black hawthorn Gyperus ac=dnancr ......... :... short- pointed umbrella -sedge Gyypripedium aziedmm ........... ram's -head lady's - slipper Dipladuzn pycnocarpon ........... narrow- leaved spleenwort Dryopreris marg- na is ............ marginal shield -fem Eleocharis nldda ............... neat spike -rush Eleodiaris odvacea ............. olivaceous spike -rush Eleocharis rosrelkna ........... . . beaked spike -rush Eupawrium sesrilifoA m .......... upland boneset Floerkea proserpinacoides ......... false mermaid Hererambera /imosa ............. mud plantain Huperda porophila .............. rock clubmoss Lespedeza lepronachya ........... prairie bush clover (Fed . buffalo grass Status: T) MelIca niterts ................. three - flowered melic Moehringia macrophylla .......... large- leaved sandwort Napaea dioica ................. glade mallow Nymphaea leibergii .............. small white waterlily Paronydria mnadmsu Canadian forked chickweed Phegopreris heragonoptera ......... broad beech -fern Plaruago elongara ........... slender plantain Poa paiiegena ................ bog bluegrass Polysdchum armsrichoides ...... _ .. Christmas fern Rhynchospora capillacea .......... hair -Iilte beak -rush Roraia ramosiar ................ tooth -cup Rubus cftamaemorus ............. ciouudberry Sallcomia rubra ........... . . .. red saltwort Sarifraga paniculara ............. encrusted saxifrage Scieria verricillata ............ . . whorled nut -rash Saaellaria ovary ............... ovate- leaved skullcap Shinnersoseris rosrrmn ........... annual skeiemnweed Silene nivea .................. snowy tampion Subulmia aquadca .............. awlwort SuUivandaa sulllvandi ............. reniform suUivantia Vacdidum uligirwsum ............. alpine bilberry Valeriana edulis var. cdiaza . _ ...... valerian lro/a lancrolara ................ lance- leaved violet Yo/a r=adii ................. yellow prairie violet Woodsia glabella ............... smooth woodsia Woodsia scopuUna .............. Rocky Mountain woodsia Special Conctxn Adosa masduarel6na ............. moschatel Agrosris geminate .............. twin bentgrass Androsace seprearrionalis ssp. puberulenza ......... northern androsace Antennaria parvifodfa ............ small - leaved pussytoes Aristida purpWea var. longiuera ..... red three -awn Arisrida ruberadosa .... . .... . ... sea -beach needlegrass Asdepias ampleticaulis ........... clasping milkweed Asple — pixyneuron ........... ebony spleenwort Asrragalus flesuosus .... . ........ slender milk -vetch Aszragalus mittowiensis .......... Missouri milk -vetch Bacopa ronatdtfal a ............. water-hyssop Baprisia alba .................. white wild itrdigo Baprisia bracrema var. leucophaea .... plains wild indigo Bon ychium campesrre ............ prairie moonwort Bonychium mormo .............. goblin fern Borrychium minganense ........... Mingan moonwort Bozrydziwn simples .. . .. . ....... Ieast moonwort Buchloe daayloides ............. buffalo grass Calamagmsris lacuszris ........... mush reedgrass ar Calamagms& momanensis ........ plains reedgrass Calamagravis purpurascenr ........ purple reedgrass Callirriche hererophylla ........... larger water- starwort Cares annecrens ............... yellow - fruited sedge Carer crux -cowl ................ raven's foot sedge Carer wills .................. coastal sedge Carer jlava ................... yellow sedge Caret haAii .................. Hall's sedge Carer ndchatrrlarra .............. Michaux's sedge Carer ebnawa ................ blunt sedge Carer praricala ...... ........ prairie sedge Cara scirpoidea ............... northern singlespike sedge Carer aWina var. spaniocw pa ...... weak arctic sedge Carer zyphina ................... camul sedge Carer waouff ................. Wood's sedge Caret: xerandca ................ dry sedge Czamaesyee mitsztrica ... _ ........ Missouri spurge Carsium hillff .................. Hill's thistle C7adum mariscaides ....... . ..... twig -rush Soecial Concern (continued) Clayronia carolfrrfana ............ Carolina spring -beauty C moprerus acaulis ............. wild parsley Cypripedium candid= ..... ...... small white lady's- slipper Dalea candda var. oligophylla ...... white prairie-clover Decodon verricMarus ............ waterwillow Desdrampsia flm=sa ............ slender hairgrass Desmanrhru Minoemis ............ prairie mimosa Desmoolum cuspidor= van. long folium big tick-trefoil Desmodirrmnudifforum ......... '.. stemless tick -trefoil Diarrhena obovara .............. American beakgtain Dicenrra canadensis ............. squirrel-corn. Draba arabisaw ................ rock whitlow-grass Drosem anglica ................ English suindew Drosera /inearir ................ linear- leaved sundew Dryopreris goldiana ..............Goidie's fem Eleocharis parvula .............. dwarf spike -rush Eleocharis quinqueflora ........... few - flowered spike -rush Eryngium yucafoliumr ............ raides Euphmsia hudsoniana ............ Hudson Bay eyebright Frmbrimylis arirumnalis ........... autumn fimbristylis Gaillardia arisrrara .............. blanket-flower Gendwa affrnis ................ northern getrtian Genrianella amarella ssp. acura ...... fehwort Hamameiis virginiana .:.......... wish -hazel Heliamhus mw&M ssp. rydbergil .... Nuttall's sunflower Heliaorridion hooker! .......... _ . oat -grass Hudsonia iomentosa ............. beach- heather Hydromtyle amerieana ............ American water- pennywort Jefersonia dipi*& ............. twinleaf Juglaas cinerea ................ butternut Jun= marginarus .............. marginated rush Juncus stygius var. americanus ...... bog rush Juniperus hortionadis ............ creeping juniper Leersia Lmdcularis .............. catehfly grass Limosella aquadca .............. mudwort Listera convallarioides ........... broad - lipped twaybiade Lirrorella uniflora ............... American shore - plantain Luzula parviflora ssp. melanocarpa ...small- flowered woodrush Lysimadria quadrifolia ........... whorled loosesutife Madraeramhem piruratifrda ........ c utleaf ironplant Malaxis monophyllos var. brachypoda . whine adder's -mouth Minaarria dawscriensis ........... rock sandwort Muhlenbergia unfflom ............ one.flowered muhly Najas gmcilMna ............... slender naiad Najas marina ................. sea naiad Oenorhera rhombipetala .......... rhombic - petaled evening primrose Opumia macrorhira ............. plains prickly pear Orobandte fardadara ............ clustered broomrape Orobandre ludovidana ........... Louisiana broomrape Orobanche anfflora ............. one- flowered broomrape Osmorhiza depaupemra ........... bluntftuited sweet cicely Panaz quinquefolius ............. American ginseng Pellaea arropurpurea ............ purple cliff -brake Phacelia fraaklind .............. Franklin's phacelia Pinguicula vulgaris .............. butterwort Plaranrhem clavellara ............ club -spur orchid Poa wolfti ................... Wolfs bluegrass Polygonum careyi .............. Carey's smarmeed Polvgonum vivip. ............ alpine bistort Polyraenia nuaallii .............. prairie - parsley Poramogeton vaginaars ........... sheathed pondweed Pommogewn vaseyi ............. Vasey's pondweed Prenanrhes crepidinea ............ nodding iaulesnake -rani Pyrola minor .................. small shinleaf Ranunculus lapponicus ........... Lapland buttercup Rhyndrospora fusca .............. sooty- colored beak -rush Rorippa sessiliflora .............. sessile - flowered cress Rudbecda triloba ............... three-ieaved wneower Ruppia maririma ............... ditch -grass Salir maccalliana ............... Maccall's willow Salix pellira .................. satiny willow Sanfcula rrifoliara ............... beaked snakeroot Sdredonnardus panicuIxur ......... tumblegrass Sdrpus dimonii ................ Clinton's bulrush Senecio indecorus ....... ......... elegant grounsel Slime drummontO .............. Drummond's campion Solidago mollis ................ soft goldenrod Solidago sciaphila ............... cuff goldenrod Sparganium glomerarum .......... clustered bur -reed. Srellaria longipes ............... long - stalked chickweed Symphoricarpos orbiculaus ........ coralberry Tephrosia virgin. ............. goat's -rue Torreyoddoa pallida ........ Torrey's manna -grass Trillium nivale ................. snow trillium Trimorpha acris var. astemides ...... bitter fleabane Trimorpha lonchophylla .... ....... shortray fleabane Endangered BueMa rdgra .... .............. a species of lichen Special Concern (continued) a species of lichen Trtplasis purpurea .............. purple sand -grass Tsuga canadensis ............... eastern hemlock Utricularia purpurea ............. purple- flowered bladderwort Urricularia resupuuaa ............ lavender bladderwort Verbena simpler ............... narrow- leaved vervain Vitis aadvaiis ...... ........... silverleaf grape WaldsreWa fragarioides .......... barren strawberry Wwdsia alpina ..... ............ alpine woodsia %yris momma ................. montane yellow -eyed grass Endangered BueMa rdgra .... .............. a species of lichen Caioplaca pa-7da a species of lichen Demumcarpon moulinsfi .......... a species of lichen Leprogium apaladmue ........... a species of lichen Lobaria scrobicuL= ............. a species of lichen Parmelfa stfdica ............... a species of lichen Pseudocypiwilaria aocara ......... a species of lichen Umbificaria wrr¢aaa ............ a species of lichen Threatened Cttnaria oakmiana ... ........... a species of lichen Coccorarpia pabWcala ............ a species of lichen Parnulia surppea ............... a species of lichen Special concern Anaptychia setffera .............. a species of lichen Cararia aarescens .............. a species of lichen ClMdonia pseudorangiformis ........ a species of lichen Lobaria quercirans .............. a species of lichen Pelrigera venosa ............... a species of lichen Stiaa fuilginosa ................ a species of lichen MOSSES Endangered Sdtfsmstegia pennies ............ Iuminous moss Special Concern Bryazfphium .......... sword moss Tomendolmum faicifoliurn ......... a species of moss Endangered F=cobolednus weaverae ...... a species of fungus Psatkyreila c}sridiosa ............ a species of fungus Psathyrella rhodospora ........... a species of fungus Special concern Laccaria trdlisara .............. a species of fungus Laaarius fuliginellus ............. a species of fungus Lysurus audaau ............... a species of fungus Slope i on a slope such as a river floodplain or . A. Ground Water (GW) supported Slope wetlands 1 . Surface ;h ater (SW) supported Slope WA V P.)4 n D epression W et l an ds A. GW Supported Depression Wetlands 'V1 Characteristics (& information sources): 1. Topographic depression intercepts the regional water table. Usually indicated if the water table in adjacent uplands is at or near the same elevation as the water level in the wetland (geologic maps, hydrologic atlases, topographic maps, observation well data, piezometer data, water well records, field investigation). -` 2. In most cases, lack of surface drainage away from site. (topographic maps, Field Ok r observation) - 3. Smaller watershed -to- wetland area ratio (topographic maps) v sA .4. Relatively constant water quality - conductance, alkalinity, plI vary substantially less `\ ° with time than in surface water depression wetlands (water quality analysis). 17r A INFLOW or OUTFLOW z FLOW z O 0 water table �, < z M O a y < < 1- G � ul a a > a to OVERLAND FLOW - �� / RECHARGE 1Soringtimel A� � ' � water tab GROUND- WATER INFLOW (summer, fall, winter) z 0 < z a O rn F- z � F a 0 w < OVERLAND E w FLOW wattr table GROUND-WATER INFLOW S INFLOW C THROUGH -FLOW z FLOW z O 0 water table �, < z M O )•` a z < < iL U F. tJ w a 4 a w OVERLAND z FLOW O / water table �, O _ _ GROUND- WATER R E ARGE INFLOW D )THROUGH -FLOW WITH OCCASIONAL / STREAMFLOW OUT Flow Components of Grotmd Water Depression Wetlands (Novitzid, 1982) 40 _?t \2 z O O < < a z a < U M OVERLAND a < FLOW > STREAMFLOW w OUT '_­ti water table GROUND -WATER RECHARGE INFLOW Flow Components of Grotmd Water Depression Wetlands (Novitzid, 1982) 40 _?t \2 +I 1 fo single rainfall events (air photos, seater level records,field inves#ibation) FIow components of Surface blazer Depression Wetlands 5. Larger watershed -to- wetland area ratio (topographic maps) 6. Water quality varies between spring high water and fall low water. Conductance, hardness, alkalinity lower in the spring and higher in the f (seater quaifi, i analysis).. Flow components of Ground Water Slope Wetlands. as 2 0 m Z 0 r p.. c d d ~ 8 w < OvEl3tan90 a v � F LOW 7-"!! TABLF GR.....WATER INFLOW Flow components of Ground Water Slope Wetlands. as CO Fjw e• B. SW Supported Slope Wetlands Characteristics (& information sources): 1. Margins of lake or stream. 2. Include shallow part of lake or river and extends up slope to periodically flooded areas. 3. Water source predominantly lake or river water. 4. Water level usually above local water table (observation well data, piezometer data). 5. Drain as river or lake stages M. M. Extensive Flat Wetlands Z -� o _D . r d OVMLANO FLOW LAKE OR RIVED! — '""��► �� — FLOOOWATER r REM4. GE t8aea aw,q,i � . Flow components of Surface Water Slope Wetlands It may be difficult or impossible to distinguish between surface -water supported and ground -water supported extensive flats wetlands. There is probably a continuum between the two, with the degree of surface and ground water support determined by climate, geology, peat accumulation, and other factors. In each the soils are likely saturated to the surface during much of the year. The functions of the two systems are similar, and it may be more appropriate _to consider the extensive flats as a single category. However, the continuous wetness associated with the ground -water supported systems may cause the accumulation of organic soils sufficient to constitute "peat deposits ", whereas the organic soils associated with surface -water supported systems do not, suggesting a difference in the function of the two systems (R2 P. Novitzki, personal communication, 1998). 42 I � .111 1) 43 .s ?ysj 4 Characteristics (& information sources): 1. 'Typically occur on large, poorly drained flat areas (topographic SMZFACH -WATER s UPP O R rT'. maps, field observation). EXTENSNE FLAT 2. Any streams that pass through such areas are typically of very low gradient and do not effectively drain the area { (topographic maps, field observation). = - 3. During snowmelt and early spring '� w rains, may be flooded. In early summer water may slowly drain from storage in the wetland back into streams. 4. Soils beneath the wetland may be Wa ��el saturated for much of the year. &— imm of „e y ew Water movement through the soil is slow, inhibited by the low gradients and lack of drainage hotOS, water level records, Example of surface -water supported extensive flat wetland. (R.P. ( air p hotos, Novitzi i, personal communication, 1988) field investigation). 5. Accumulation of organic soils may mot be sufficient to constitute "peat deposits".(geologic maps, soils - maps,field investigation). 6. Likely wettest near streams and plant community zones may parallel the stream network. 7. More likely to show relatively short term responses caused by variations in annual precipitation. (air photos, water level records, field investigation). CITY OF SHAKOPEE Memorandum � 'T TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Appoint Council Representative on Amending the Joint Powers Agreement with the Prior Lake — Spring Lake Watershed District and the City of Prior Lake DATE: December 4, 2001 INTRODUCTION: It is being requested that a Council representative be appointed to assist staff in negotiations on an amended Joint Powers Agreement with the Prior Lake — Spring Lake Watershed District ( PLSLWD) and the City of Prior Lake. BACKGROUND: For the past two years staff has been working with the PLSLWD and the City of Prior Lake for a new Joint Powers Agreement over the operations of the Prior Lake Outlet Channel through the City of Shakopee. The new agreement will meet the needs of the various entities for the foreseeable future, and take into account ultimate development of this area. A feasibility study has been done on proposed improvements to the Prior Lake Outlet Channel to serve the ultimate needs of this drainage area. Discussions recently are centered on amending the Joint Powers Agreement and in particular the cost participation of future improvements, operation and maintenance of this drainage channel. In the meetings that have occurred, PLSLWD has had two board members represent the PLSLWD and staff feels it would be appropriate to have a Council representative in the discussions on amending the Joint Powers Agreement. The main reasons for the Council representative is to determine the cost sharing for future improvements, maintenance and operation. The feasibility study did list four different ways to cost share the improvements. However, due to the different hydraulic needs by each entity, there is no clear -cut formula that seems to be acceptable to all parties. Staff would like to request that Mr. Robert Sweeney be appointed as the City's policy representative on amending the Joint Powers Agreement with the City of Prior Lake and PLSLWD. Mr. Sweeney has long term knowledge on this area and previous agreements, and a strong financial understating that would be an asset in negotiating this amended Joint Powers Agreement for the City. 1. Approve a motion appointing Robert Sweeney as a Council representative in the negotiation for amending the Joint Powers Agreement between PLSLWD, City of Prior Lake and the City of Shakopee. 2. Do not appoint a Council representative at this time. 3. Appoint a different Council representative for the City. 4. Table for additional information. RECOMMENDATION: Staff recommends Alternative No. 1. ACTION REQUESTED: Approve a motion appointing Robert Sweeney as a Council representative in the negotiations for amending the Joint Powers Agreement between Prior Lake — Spring Lake Watershed District, City of Prior Lake and the City of Shakopee. BUpmp JPA CITY OF SHAKOPEE Memorandum TO: Mayor and City Council Mayor and City Council Elect FROM: Mark McNeill, City Administrator SUBJECT: Post Employment Health Plan DATE: November 30, 2001 S�a � The Council is asked to adopt resolutions that will adopt a Post Employment Health Plan (PEHP) for the City of Shakopee. � r As part of the investigation regarding employee health insurance costs, a program that was recommended to be added is a PEHP program. Currently, PEHP's are only available to public sector employees. They are established in an effort to assist employees with the cost of health care upon separation from the employer. Health insurance costs have been particularly significant for retirees, who must pay the entire cost of health care premiums on their own. In many cases, employees are postponing their retirement, or have considered themselves to the "job locked" solely because of health insurance costs. The delay in retirement also has an impact on the public employer. In a PEHP, if an employee does not retire with the City of Shakopee, but rather moves on to another employer, the entire proceeds of the plan that have been contributed in his/her name are immediately available to the employee, but only for cost related health care. PEHP's can be used to fund "bridge" health care, until health insurance coverage from the new employer is available. If not needed at that time, the account would continue in the employer's name, and would continue to draw investment earnings. Conceivably, if the employee worked for four different cities throughout their career, they could have four separate plans from which to draw at retirement. In the event of an employee's death before the PEHP account was fully used up, it could be drawn upon by the surviving spouse or qualified dependents. Only in the case of no survivors would there be a forfeiture of the funds in an employees account — as health care is not a willable activity, neither can the proceeds of a PEHP account be willed. However, the representative for Nationwide Retirement Solutions, the company with whom the City would be setting this up, said that with 40,000 participants, in ten years there has only been one forfeiture. Nationwide is the company affiliated with the administration of the 457 Retirement Fund used by 50 of the 53 participating City employees. The employee will have several investment options from which to choose for their individual accounts. Note that the contributions are "employer only". An employee cannot choose to add to their account on their own. However, if groups of employees (individual unions, or all non - contract employees), would wish to roll their separation pay (unused accrued sick/vacation pay) into a PEEP, that can be done. However, the group as a whole would have to agree to do that. J o, The employer contributions are not subject to FICA or Medicare Tax, meaning that the long -term payroll tax liability to the City will be reduced. The advantage to the employee, their spouse, or qualified dependents is that the amounts contributed to the plan by the City, the investment earnings on the contributions, and the amount distributed to them for reimbursement of qualified medical expenses are free from Federal income and FICA taxes. $25 per month per employee is the amount recommended by staff. The total accrual amount to the City, therefore, is $27,000. This compared to the $66,000 net savings to the City by switching to the Medica Health Plan, funds for which are in the 2002 budget. There are no tax reporting requirements associated with the program. I recommend that the City establish a PEHP, and designate Nationwide Retirement Solutions as the designated provider. They would be done by amending the Personnel Handbook to add a PEHP provision, and to formally designate Nationwide Retirement Solutions as the provider. DI1 If the Council concurs, it should, by motion, adopt the following resolutions: RESOLUTION NO. 5627 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA, AMENDING RESOLUTION NO. 4213, ADOPTING A PERSONNEL HANDBOOK RESOLUTION NO. 5626 A RESOLUTION ADOPTING THE POST EMPLOYMENT HEALTH PLAN FOR PUBLIC EMPLOYEES (PEHP) FOR THE EMPLOYEES OF THE CITY OF SHAKOPEE r �', ILA ._Q Mark McNeill City Administrator MM:th RESOLUTION ADOPTING THE POST EMPLYMENT HEALTH PLAN FOR PUBLIC • FOR THE EMPLOYEES OF TH OF SHAKOPEE WHEREAS, a Post Employment Health Plan for Public Employees has established for eligible employees, pursuant to section 501 ( c ) (9) of the Internal Revenue Code permitting such plans; and WHEREAS, the City of Shakopee (the Employer) wishes to contribute an equal dollar amount on behalf of its eligible employees, to meet its employees post employment health care need and expenses; and WHEREAS, under the PEHP program, Nationwide Retirement Solutions (NRS) will provide administrative services in exchange for a fee as agreed upon by the Employer and Nationwide Retirement Solutions; NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Shakopee, Minnesota, hereby adopts this PEHP program on behalf of the eligible employees of the Employer. The officers of the City of Shakopee are hereby authorized to execute, on behalf of the eligible employees of the Employer, a participation agreement with Nationwide Retirement Solutions, authorizing Nationwide Retirement Solutions to act as the Administrator of the Plan and the agent of the Employer, and other such agreements and contracts as are necessary to implement the program. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2001. Mayor of the City of Shakopee City Clerk RESOLUTION NO. 5627 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA, AMENDING RESOLUTION NO. 4213, ADOPTING A PERSONNEL HANDBOOK WHEREAS, on May 2, 1995, the City Council adopted Resolution No. 4213, adopting a new Personnel Handbook for the Employees of the City; and WHEREAS, a Post Employment Health Plan (PEHP) for Public Employees has been established for eligible employees, it is necessary to amend section IV BENEFITS of the Personnel Handbook adding the PEHP program. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, AS FOLLOWS: That Resolution No. 4213, adopting a Personnel Handbook, is hereby amended as follows: IV BENEFITS C. Post Emplovment Health Plan The City has agreed to participate in the Nationwide Retirement Solutions Post Employment Health Plan (PEHP) . The City shall contribute an equal dollar amount, as determined by the City Council annually, for all eligible employees. This money shall be deposited in the Universal Health Care Account as determined by the terms and conditions of the plan and trust documents. G. Ge tr ng Ed:u.at e D. Continuating Education B. Me be h -r e Fees E. Membership Fees Note: The s#iel language is deleted; the underlined language is inserted. Passed in Minnesota, held this day of session of the City Council of the City of Shakopee, .2001. Mayor of the City of Shakopee Attest: City Clerk Assets Held • Tax exempt trust Tax Advantages • Employer pays no FICA taxes on plan contributions. • Employee pays no FICA or federal income taxes on: - Contributions - Investment Earnings - Benefits paid from the plan Plan Contributions • Employer contributions only Plan Benefits • Accumulation and reimbursements of tax -free monies for qualified post employment medical expenses as defined by the Internal Revenue • Code Section 213 (d). Examples include: - Health insurance premiums - Medicare Part-13 premiums - Medicare supplemental insurance premiums - Qualified long -term care premiums - Out -of- pocket qualified medical expenses such as prescription drugs, eye glasses doctor co -pays, etc. Benefit Flexibility • Upon the employee separating from service or retiring, requests may be made for the reimbursement of qualified medical expenses and /or medical insurance premiums. Funding Options • Insurance Premium Reimbursement Account - Can be funded solely with accrued sick and /or vacation leave. - May also be funded ongoing with a percentage of salary for each employee. Minimum annual ongoing contribution is 1/2 of I% of salary per employee. - Reimbursements may only be used for qualified health insurance premium expenses. Examples include: health insurance premiums, dental premiums, Medicare Part-13 premiums and Medicare supplements. • Universal Reimbursement Account - Funded ongoing with equal dollar contributions per employee. - Minimum annual ongoing contribution is $120 per employee. - Reimbursements may be made for any qualified out -of- pocket medical expense. Examples include: health insurance premiums, prescription drugs, eye glasses, hearing aids and doctor co -pays. Investment Options -There are nine investment options available for employees. Plan Fees Employer - No fee Employee - $30 annual administrative fee 0.50% asset fee Note: No charge for claims reimbursements Bath of Participant Money is immediately made available to the surviving spouse and /or qualified dependents (as defined by IRC 152(a)) to use for health care expenses. If no surviving spouse or qualified dependents remain to request reimbursement, the account balance is reallocated to the accounts of the remaining members of the immediate employee group for their qualified medical expenses. Type of Plan • Employee benefit plan Internal Revenue Code Section 501(c)(9) What is the Post Employment Health Plan? The Post Employment Health Plan (PEHP) is a unique employee benefit plan (Internal Revenue Code Section 501(c)(9) VEBA) designed to allow the employer, upon adopting the plan, to set aside money for the payment of (post employment) qualified medical expenses that participating former employees will incur. Depending on how the employer elects to fund the program, the PEHP plan will cover the reimbursement of medical insurance premiums and may also provide reimbursement for the out -of- pocket cost of qualified medical expenses such as prescription drugs, doctor co -pays and eyeglasses. What are some benefits to the employer? All employer contributions to the plan are not subject to FICA taxation (or the Medicare tax for employee groups opting out of Social Security for employees hired after 1986). Employers may elect to fund the plan solely with employees' unused sick leave and /or unused vacation leave. They may also fund the plan with an annual ongoing contribution for each employee. Since these contributions are not subject to FICA taxation, the long -term payroll tax liability of the employer will be reduced. When employers set aside reserves to fund the PEHP, they lower their payroll tax burden while at the same time they provide employees with a post employment health care benefit. What are the benefits to the employee? The principal advantage of the PEHP to the employee, their spouse and their qualified dependents is that the amounts contributed to the plan by the employer, investmen earnings on the contributions, and the amounts distributed to them for the reimbursement of qualified medical expenses (as determined by IRC 213(4)) are free from federal income and FICA taxes! What type of expenses can PEHP pay for? Depending on how the program is funded by the employer, employees may immediately access their PEHP account upon separation of service or retirement in orde to pay for qualified medical expenses. Qualified medical expenses are defined by the Internal Revenue Code under Section 213 (d). An example of qualified medical expense include: health insurance premiums, Medicare Part -B premiums, Medicare supplemental insurance premiums, qualified long -term care premiums and out -of- pocket medical expenses such as prescription drugs, eye glasses and doctor co -pays. How The Employer Funds The Program Employers have the option of funding the PEHP program solely with accrued employee sick and /or vacation leave and may also elect to make an annual ongoing contributio for each eligible employee. Ongoing contributions to the plan are made by either an equal dollar amount (e.g. $25 per pay) or equal percentage of salary (e.g. 1% of salary) for each employee. For employers who wish to fund the program with an ongoing contribution, the minimum annual ongoing fundin requirements for the plan are $120 or 1/2 of I% of salary for each eligible employee. To comply with the tax code, the plan must be funded only by the employer and no employee contributions are permitted. There are no E mployers often elect to fund the program exclusively with all or a portion of employees' accrued sick and /or vacation leave. As an example, if the employer has established a dollar value on the amount of accumulated sick and vacation leave for retiring employees, all or a portion of this amount may be contributed to the PEHP program on a tax -free basis. This would enable the employee to maximize the use of their accumulated sick and /or vacation leave money to immediately use for the reimbursement of medical insurance premiums upon separation from service or retirement. From the employer's perspective, paying these accumulated compensated absences to employees in the form of a PEHP benefit instead of cash may help the employer reduce their recognized unfunded payroll tax liabilities. Most importantly, the employer provides their employees with tax -free money for health care costs after leaving employment. Getting PEHP Started For our Employees The first step for the employer is to determine how the PEHP program will be funded. Once the funding is determined and the plan is adopted by the employer, the employer simply sends the periodic contributions on behalf of the employees to the program. Employers have no tax reporting requirements associated with the program. Upon the plan being established, employees have several convenient methods of making investment allocation changes to their account. Employees may simply call the PEHP Service Center at 1- 877 - 677 -3678 or access their account via the Internet by contacting the Nationwide Retirement Solution's web site at www.nrsforu.com Employees will also be provided with quarterly statements to report their account activity. When the employee separates service or retires, the employer simply notifies Nationwide Retirement Solutions of this event thus making the employee eligible to access their PEHP account to pay for health care expenses. Former employees, their spouse and qualified dependents may then submit claims (up to their account balance) to Nationwide Retirement Solutions for the reimbursement of qualified health care expenses. More Questions? If you have additional questions or would like- a comprehensive presentation regarding the benefits or the program, please contact your local Nationwide Retirement Solution's representative or call 1- 877 - 677 -3678. N A C National Association of Counties Counties Care for America ASSO C,9T.. O WhyThese National Organizations Sponso < The Post NACo (National Association of Counties), USCM (The United States Conference of Mayors) and NAPO (National Association of Police Organizations) sponsor the Post Employment Health Plan and Nationwide' Retirement Solutions as the exclusive administrator of the program. These organizations agree with the assessment of experts, that health care expenses have always increased more than other inflation trends. Unfortunately, experts predict this trend will continue well into the future. As a result, health care providers for both private and public sector employees are being forced to limit coverage levels, increase premiums including out -of- pocket deductibles, and in effect, shift more and more of the burden of coverage to the individual employee. Many public employees are faced with paying their medical expenses upon retirement. Because of the high costs of health care, employees are postponing their retirement. This delay in retirement has a direct financial impact on the public employer. Many traditional savings approaches have not been capable of growing reserves to keep pace with medical inflation rates. The Post Employment Health Plan helps provide a solution to this problem. The PEHP sponsors recognize the difficulties created by this health care problem, and welcome the opportunity to assist employers and their employees through the PEHR NRS- 0024 -A -28 (12/00) 457 2, CITY OF SHAKOPEE Memorandum C , 7 tv l TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Completion of Probationary Status for Gary Snyder, Maintenance Worker DATE: December 4, 2001 INTRODUCTION: Staff is recommending that Mr. Snyder's probationary status be completed. BACKGROUND: The Council authorized the hiring of Gary Snyder to fill the Maintenance worker position that was added in 2001. Mr. Snyder has completed his six month probationary period satisfactorily. Staff is recommending the termination of Mr. Snyder's probation period. ALTERNATIVES: 1. Move to complete Gary Snyder's probationary status. 2. Extend his probationary status another six months. 3. Table action pending further information from staff. 1 . Staff recommends Alternative No. 1. 1 0 1 1 BUpmp SNYDER E , o Memorandum TO: Honorable Mayor and City Council Members Mark McNeill, City Administrator FROM: Marilyn Remer, Payroll/Benefits Coordinator SUBJECT: Adopt 2002 Part -time Pay Plan DATE: November 28, 2001 Introduction The Council is asked to adopt Resolution No. 5625, a Resolution approving the City's 2002 Part-time Non -union Employees Pay Plan. Background The 2002 part -time employee pay plan includes a cost of living increase of 3.5 %, which is consistent with the 2002 cost of living that full -time non - contract employees will receive. The part-time pay plan was re- structured last year to reflect market competitiveness and improve retention of employees. That appears to have been very successful; therefore there is no need for further market adjustments at this time. Action Requested If the Council concurs, it should, by motion, adopt the following resolution: RESOLUTION NO. 5625 A RESOLUTION ADOPTING THE 2002 PART -TIME PAY PLAN FOR THE PART - TIME NON -UNION EMPLOYEES OF THE CITY OF SHAKOPEE ATTEST: Mayor of the City of Shakopee City Clerk CITY OF S AKOPEE 2002 Part -Time Pay Plan Adopted 12/4/01 Start 6 months 1 year 2 years 3 years Title Grade Step 1 Step 2 Step 3 Step 4 S tep 5 Accountant M $14.103 $14.517 $14.932 $15.762 $16.591 Engineering Inspector M $14.103 $14.517 $14.932 $15.762 $16.591 Building Inspector M $14.103 $14.517 $14.932 $15.762 $16.591 Snow Plow Operator M $14.103 $14.517 $14.932 $15.762 $16.591 Recreation Instructors L $13.230 $13.619 $14.008 $14.786 $15.564 Not Used K $12.411 $12.776 $13.141 $13.871 $14.601 Not Used J $11.592 $11.933 $12.274 $12.955 $13.637 Asst Aquatic Manager I $10.867 $11.187 $11.506 $12.145 $12.785 Code Enforcement Officer H $10.142 $10.441 $10.739 $11.335 $11.932 Recording Secretary H $10.142 $10.441 $10.739 $11.335 $11.932 Office Clerical Worker H $10.142 $10.441 $10.739 $11.335 $11.932 Water Safety Instructor H $10.142 $10.441 $10.739 $11.335 $11.932 Building Supervisor H $10.142 $10.441 $10.739 $11.335 $11.932 Arena Supervisor H $10.142 $10.441 $10.739 $11.335 $11.932 Maintenance Laborer H $10.142 $10.441 $10.739 $11.335 $11.932 Mechanics Helper H $10.142 $10.441 $10.739 $11.335 $11.932 Engineering Intern H $10.142 $10.441 $10.739 $11.335 $11.932 Student Intern G $9.511 $9.791 $10.071 $10.630 $11.190 Lifeguard F $8.880 $9.141 $9.402 $9.925 $10.447 Water Safety Aid F $8.880 $9.141 $9.402 $9.925 $10.447 Recreation Leader F $8.880 $9.141 $9.402 $9.925 $10.447 Service Desk Attendant F $8.880 $9.141 $9.402 $9.925 $10.447 Unused E $8.329 $8.574 $8.819 $9.309 $9.799 Rink Attendant C $7.282 $7.496 $7.710 $8.139 $8.567 Recreation Asst. C $7.282 $7.496 $7.710 $8.139 $8.567 Aquatics Assistant C $7.282 $7.496 $7.710 $8.139 $8.567 Adopted 12/4/01 l . CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Judith S. Cox, City Clerk SUBJECT: 2002 Tobacco Licenses DATE: November 29, 2001 INTRODUCT and BACKGROUND: CONSENT City Council is asked to consider the renewal of tobacco licenses for 2002. A list of the current licensees is attached. Prior to the issuance of the licenses, the County Treasurer is contacted to make sure there are no delinquent property taxes. Upon completion of a license application, applicants do certify that they are in compliance with the City Code relating to vending machines and self - service merchandising. RECOMMENDED ACTION: Authorize the City Clerk to issue tobacco licenses for 2002. (No need to list all licensees.) City Clerk I \tobaccomemo 2001 -1 Stonebrooke of Shakopee, Inc. 2693 County Road 79 2001 -2 Speedway SuperAmerica 1298 Vierling Drive East 2001 - Tom Thumb Food Markets #250 590 Marschall Road 2n� A T IIAd- 19 F ue l #56 T S 234 \ems A< 2001 -5 Holiday Stationstores, 444 East First Avenue 2001 -6 K -Mart 1698 Vierling Drive East 2001 -7 Raceway Park One Checkered Flag Blvd. 2001 -8 Cub Foods 1198 Vierling Drive East 2001 -9 Hennen's Texaco 807 East 1st Avenue 2001 -10 Koehnen's Standard 804 East 1st Avenue 2QQ4- 11 -0asi7s-1 efket 444-7-C-anferbtu 2001-12 Speedway SuperAmerica 1195 Canterbury Road 2001 -13 Speedway SuperAmerica 1155 East First Avenue 2001 -14 The Main Event 911 East 1st Avenue 2001 -15 Tobacco Warehouse 201B First Avenue East 2001 -16 Babe's Place 124 Holmes Street So. 2001 -17 Crossroads Liquor 1262 Vierling Drive East 2001 -18 VFW 4046 1201 East 3rd Avenue 2001 -19 Turtle's Bar & Grill, Inc. 132 East 1st Avenue 2001 -20 Valley Liquor Inc. 1102 Shakopee Town Square 2001 -21 Arnies Friendly Folks 122 East 1st Avenue 2001 -22 MGM Liquor Warehouse 471 Marschall Road 2001 -23 Budget Liquor 6268 Highway 101 2001 -24 Riverside Liquors, Inc. 507 East 1st Avenue 2001 -25 Canterbury Park 1100 Canterbury Road 2001 -26 Pullman Club 124 West 1st Avenue 2001 -27 Oasis Market 615 Marschall Road 2001 -28 Berens Market 123 West 2" Avenue 2001 -29 Jiryis Tobacco 1148 Vierling Drive East 2001 -30 Holiday Stationstores 1381 Greenwood Court 2001 -31 Walgreen Co. 1291 Tasha Boulevard 2001 -32 Twin Cities Avanti Stores 234 West l' Avenue 2001 -33 Kwik Trip, Inc. 1522 Vierling Drive East i \clerk \j eanette \licenses \tobaccolist FROM: Mark McNeill, City Administrator SUBJECT: Health Care Provider Change DATE: November 29, 2001 The Council is asked to authorize staff to enter into the appropriate contracts to authorize Medica to be the provider for City employee health needs, effective January 1, 2002. At the November 20 meeting of the City Council, the Council was presented with information relating to quotes that had been received for employee health care. Quotes had been received from Blue Cross/Blue Shield, and Medica. In each comparable plan, Medica was less expensive. A straw poll of City employees showed that, of those responding, Medica was the preferred option by a nearly 2 to 1 margin, assuming that the Council was also agreeable to the initiation of a Post Employment Health Plan contribution. Information on the PEEP plan will be forthcoming to the Council, either elsewhere at the December 4 meeting, or at the meeting of December 18 At the November 20 meeting, the Council did approve a motion setting the City's contribution towards health insurance costs, proportionately based on the rates submitted by Medica. However, a further action should be taken, authorizing the appropriate contracts to be executed with Medica. I recommend that Medica be approved as the provider of health services for City employees. [Tfflf ► 1 11: 111 If the Council concurs, it should, by motion, authorize the appropriate City officials to enter into contracts with Medica, for the provision of City employee's health services, effective January 1, 2002. Rk�;L 7 CLW Mark McNeill City Administrator 11TO� . CITY OF SHAKOPEE Memorandum CONSENT TO: Mayor and City Council Mayor and City Council Elect FROM: Mark McNeill, City Administrator SUBJECT: Christmas Eve Day DATE: November 29, 2001 The Council is asked to authorize staff to close City Hall and selected other facilities on Monday, December 24 In previous years, City Hall has traditionally been closed at noon, December 24 owing to a large number of employees seeking that time off, and a lack of critical business necessitating staying open. Until this year, non - exempt employees who did not work that afternoon were required to take vacation, use comp time, or unpaid leave for those four hours. Earlier this year, the Council authorized a change to the personnel handbook that added one -half day of holiday, therefore allowing affected employees to leave at noon on December 24 That is effective for non - contract and Public Works employees. Unique this year is the fact that December 24 falls on a Monday. A survey of employees indicates that if open, City offices would be minim ally staffed. Therefore, staff requests Council authorize the closure of City Hall, the Police office function, and Public Works offices to the public all day on Christmas Eve Day. If there are employees who do wish to work that morning, they would be allowed to do so, but the doors at those facilities would not be open to the public, as it is possible that a customer would not be adequately served in every department. The Community Center would maintain its normal Holiday hours (open until noon that day). I IM I Biel 17 O I recommend that the Council authorize staff to close City Hall, the Police office th function, and Public Works buildings Monday morning, December 24 If the Council concurs, it should, by motion, authorize staff to close City Hall, the Public Works shop, and the Police offices on Christmas Eve Day, December 24 Mark McNeill City Administrator MM:th CC: Marilyn Remer Dan Hughes Mike Hullander CITY OF SHAKOPEE Memorandum MEMO TO: Mayor and City Council Mark McNeill, City Administrator FROM: Judith S. Cox, City Clerk RE: Boards and Commissions Expiring Terms DATE: November 28, 2001 INTRODUCTION: CONSENT According to City Council policy, it is appropriate that Council consider at this time the reappointment of individuals whose terms on boards and commissions are expiring and announce the upcoming vacancies. BACKGROUND: According to the policy, ninety days prior to the expiration of terms each year, the Council shall be advised of the upcoming vacancies and the attendance record of the individuals whose terms are expiring, should those individuals be eligible for reappointment. At that time the Council shall consider the reappointment of those individuals. Should the Council determine that the individuals merit reappointment, they will be contacted to determine if they wish to seek reappointment. Council shall also announce the upcoming vacancies and that applications will be accepted from all interested citizens of Shakopee. Application Deadline: Since adoption of the current policy, there has been confusion on the exact date that applications will no longer be considered. Sometimes there have been insufficient applications received and Council has made nominations as late as the same evening of appointment. In 1990, Council set the final date to receive applications as the date that nominations are made. Unless Council directs otherwise, applications will be accepted until the first meeting in February. The advertisement will encourage applications to be submitted by January 30th so that Council can receive copies with their agenda packet for the February 5th meeting. (If insufficient applications are received, applications will continue to be accepted until qualified individuals are appointed). Eligible Appointees: Attached is a list of the individuals whose terms are expiring and who are eligible for reappointment. (Those individuals who have not served more than three terms will be invited to apply for reappointment, per the guidelines for appointments). Summary: After the holidays, staff will follow up on advertising, posting, and mailing notices on accepting applications for filling the expiring terms on City boards and commissions. A letter will be sent to each member whose term is expiring February 28, 2002 inviting them to consider reappointment, unless Council advises otherwise, (excluding those individuals who have served three terms, per the guidelines for appointments). Boards and Commissions Expiring Terms Page Two RECOMMENDED ACTION: 1. Direct staff to advise those individuals whose terms are expiring on boards and commissions that they are eligible for reappointment. 2. Announce that the City will be advertising and accepting applications from Shakopee citizens for boards and commissions beginning in January. Applications may be obtained at the City offices during regular hours or if requested they can be mailed. 3. Defer selecting two Councilmembers to meet with the City Administrator to inteview candidates, to the new Council to be seating in January. JSC /j s I: jeanette/B &C- CCMemo FEBRUARY 28, 2002 EXPIRING TERMS ON BOARDS AND COMMISSIONS CITY OF SHAKOPEE All members with expiring terms who are in compliance with the attendance requirements and who have not served three full terms will receive a letter asking if they wish to be considered for reappointment. According to the policy, members are not limited to three terms if the board or commission they serve on does not meet monthly. Those members will also be notified. Community Access Corporation Board of Directors Jay Whiting Vacancy through 2 -28 -04 (P. Langdon) Cable Communications Advisory Commission Bill Anderson Larry Moonen Vacancy through 2 -28 -04 (P. Langdon) Planning Commission/Board of Adjustment and Appeals Larry Meilleur Vacancy through 2 -28 -03 (L. Gillick) Vacancy through 2 -28 -03 (B. Mars) Vacancy through 2 -28 -02 (T. Joos) Park and Recreation Advisory Board Jeff Kaley Dean Shaner Kathy Gerlach Shakopee Public Utilities Mark Miller Police Civil Service Commission Kim Weckman Building Code Board of Adjustments and Appeals Housing Advisory and Appeals Board 3 openings Board of Review Cory Bullard 2 openings Transit Commission Marie Doyle Fred Dean Vacancy through 2 -28 -04 Environmental Advisory Committee Charley Kubler Economic Development Advisory Committee Brian Langdon Bryan Sorenson L•jeanetteB &C- CCMemo CITY OF SAKOPEE Memorandum C 0 P l i l S E ii TO: Mayor and City Council Mayor and City Council - Elect FROM: Mark McNeill, City Administrator SUBJECT: Shakopee Public Services Reroofing Contract — Change Order #2 DATE: November 29, 2001 The Council is asked to approve Change Order #2 in the amount of $14,703 for additional work done on the Shakopee Public Services building. Attached is Change Order #2 for the Public Services building reroofing and remodeling contract. The work is currently being done by Schwickert Company of Mankato. As the old "built up" roof was being removed over a portion of the equipment bay in the Public Works section, a large area of rusted metal decking was discovered. This rusting had occurred over the years, as water had seeped in elsewhere throughout the roof, and ponded in a low area. This resulted in a weakened area of the roof that needed to be replaced, before the new roof could be installed. Schwickert reviewed the removal and replacing of 1500 square feet of decking, and proposed to do the work for $14,703. Architect Jack Anderson and Structural Design Associates (the consulting structural engineer) reviewed the proposed fix, and recommend acceptance. Note that because of the need to continue work on the project, I gave authorization to proceed, with the understanding that the Council must approve the Change Order. However, be aware as of this time, the work has been completed. Attached are photos showing the removal work in progress. I I. r WITH ' The proposed Change Order amount increases the total cost of the contract to $477,293, or 9.8% over the original project contract. I informed that a change order of this type should not be unexpected, owing to the uncertainty of conditions and problems that may be found when removing material over previously covered areas. I recommend that Change Order #2 be executed. Note that at least one additional change order, extending the completion time for the entire project (to allow for the City Hall roof to be replaced next Spring) will be forthcoming. • # Ulm X11 W .7 X11 If the Council concurs, it should, by motion, authorize the appropriate City officials to execute Change Order #2, totaling $14,703, in favor of Schwickert Company. Mark McNeill City Administrator MM:th CC: JEA Architects y w rdi : � \I ` �i�;: ►:..::cam iii _ 11.160111/ . t .fin ' . .,.., r . - �., AK A - T' ( 1.- ' . ,..,„,,,,, jo.t.......,,,, my,* 0 ..,...,....,_ ,_.:_ \ } i +, s 'a, AIA DOCUMENT G701 OWNER ARCHITECT CONTRACTOR FIELD ❑ OTHER ❑ PROJECT: Shakopee Public Services Building (name, address) Reroofing and Remodeling and Shakopee City Hall Reroofing TO CONTRACTOR: (name, address) Schwickert Company 330 Poplar Street Mankato, MN 56001 The Contract is changed as follows: Refer to Attachment 1 hereto. CHANGE ORDER NUMBER: 2 DATE: November 12, 2001 ARCHITECT'S PROJECT NO: 1069A and 1072B CONTRACT DATE: August - 8, 2001 CONTRACT FOR: General Construction The original (Contract Sum) (Cx was ................ . ....... $ 443,790 .00 Net change by previously authorized Change Orders ............................... $ 18,800.00 The (Contract Sum)> 1 , 2 F �$ ) prior to this Change Order was .......... $ 462,590.00 The (Contract Sum) l twill be (increased) �b this Change Order in the amount of ........................ . ... $ 14 ; 703. 0 0 ` The new (Contract Sum) chiding this Change Order will be . _ $ 477,293.00 The Contract Time will be ( X smd) (unchanged) bpc , XtXXXXJd=- The date of Substantial Completion as of the date of this Change Order therefore is the same. NOTE: This summary does not reflect changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive. JEA ARCHITECTS SCHWICKERT COMPANY ARCHITECT CONTRACTOR 6440 Flying Cloud Dr., #202 330 Poplar Street Address Address Ed P ai 55344 Mankato, MN 5600 BY BY - Jack erson, Pres., AIA, DATE l� { Z�ZC�/ CID DATE AIA DOCUMENT G701 . CHANGE ORDER • 1987 EDITION " AIA® ©1987 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 CITY OF SHAKOPEE OWNER 129 Holmes Street South Address Shakopee, MN 55379 BY DATE WARNING: Unlicensed photocopying violates U.S. copyright taws and is subject to legal prosecution. At the Shakopee Public Services Building: ADD $ 14,703.00 Remove and replace 1,500 SF of decking. Refer to Exhibit A, Item A.1. only (1 page) for additional support Information. 2. Refer to Exhibit B (1 page), for contractor NA backup cost information. a l l A m im Wiwi I E e l r A, : w •• FBI Mo B 11/05/2001 10:11 7635605400 STRUCTDESIGNASSOC PAGE 01 6860 Shingle Greek Parkway, Svi:e 201 Minneapolis, Minnesota 55430 (763) 560 -5300 Fax (763) 560.5400 517 NorthwCst Fourth Street, Suitc 1! 3 Brainerd, Minnesota 56401 (218) 824 -1 585 Fax (218) 8?4 -1586 FIELD OBSERVATION REPORT Visit Date: 0109301 Job No. Page: 1 Project: Shakopee Public Works TO: Jack Anderson Location: Shakopee, MN JEA Architects Contractor: 6440 Flying Cloud Drive Weather: 60 �' Suite 202 Temp= Eden Prairie, MN 55344 Present at Sate: Tracy - SDA Scott - Roofing Coxztractoz Queations /concerns° A. in the process of removing the existing roofing it was determined that the Woof deck has rusted and deteriorated in some locations. These areas will require repair work as follows: 1. The damaged deck may be cut and removed. New 1 %" deck (20 gage minimum, verify type to match the existing profile) is to be provided in replacement of the removed portion. This deck is to be welded to the existing joists below with 5/8" puddle welds at 12" on center. The extents of the removal and replacement is to be field verified. Remove the damaged deck one joist spacing beyond the edge of the damaged portion, on all }z,- „at.7 AP(�k mn the existing deck 6" and Signed Tracy M. Dorval, P.E. - my�mv OR �' z *IAM . §� � §. . In \ l\ } im ice FD-Y \i#} sales design • installation ® service QN S1- 1906 For all of your mechanical and roofing needs. Schwickert's of Mankato, Inc. 221 Minnesota Street, P.O. Box A87, Mankato, Minnesota 56002 -OA87 507.387.3106 • FAX: 507387.4688 November 12, 2001 JEA Architects 6440 Flying Cloud Drive, Suite 202 Eden Prairie, MN 55344 Re: Shakopee Public Service Decking Replacement Attn: Jack Anderson Dear Jack: As per your request, we propose to furnish labor and materials as follows: • Install temporary roof and insulation over existing steel deck • Remove temporary roof and insulation • Remove and replace 1500SF of existing deteriorated steel decking with 20 gauge 1 1 /z" type "F" decking • Remove debris and transport to a certified landfill The net payable sum for the above referenced scope of work and specifications is: Fourteen Thousand Seven Hundred Three and no /100 Dollars ($14,703.00) If you have any questions, please contact me at (507) 387 -3106. Sincerely, Schwickert' of Mankato, Inc. Kevin Eichelberger Sales Consultant A A M E N I C A M e m b e r \N EQUAL OPPORTUNITY EMPLOYER CITY OF SHAKOPEE ` Memorandum Cue'a T L"I'V1 TO: Mayor and City Council Mayor and City Council Elect FROM: Mark McNeill, City Administrator SUBJECT: Special Meeting — Police Building Design DATE: November 29, 2001 L '�1 • The Council is asked to review and comment on design issues for the proposed Police building, at a special meeting to be held Tuesday, December 18 at 6:00 P.M. This will precede the regular City Council meeting. On November 7 the Mayor and Council, and newly elected Council members, participated in a meeting presented by BKV Architects, to review design plans for the new Library building. Similarly, a meeting has been requested by BKV to review the preliminary floor plans, site layout, and exterior elevation of the Police building. It is expected that a preliminary cost estimate will also be available at that meeting. The total time of the meeting is not expected to exceed 50 minutes, so as to allow time to transition to the regular City Council meeting, set to begin at 7:00 P.M. • • ► •171I.� 01 Ha If acceptable, the Mayor and Council should designate a special meeting to begin at 6:00 P.M. on Tuesday, December 18 for the purpose of reviewing proposed plans for the new Police Station. `�✓ . " , -- . � �.a j Mark McNeill City Administrator OHM 1s. F 7,, ; CITY OF SHAKOPEE Memorandum TO: Mayor and Council Mark McNeill, City Administrator FROM: Gregg Voxland, Finance Director SUBJ: Auditor's Proposal for 2001 Audit DATE: November 27, 2001 Introduction & Background The city has received the proposal for the provision of audit services for FY 2001. The firm is Kern, DeWenter and Viere whom the council selected three years ago. The proposed price for the basic audit is $20,300 compared to $19,350 for FY 2000- Last year the city also used the auditors to prepare the TIF reports. The cost for the TIF service for this year increased $50 to $1,800. The cost to prepare the annual financial report is $4,900 versus $3,000 last year. Alternatives 1. 2. 3. Retain just the basic audit at $20,300. Retain the basic and TIF reports for $25,100. Retain the basic, TIF reports and the annual report for $30,000. Recommendation Alternative #3. This alternative contracts out some of the finance workload at the peak time of the year. The auditors are qualified to do the work. This reduces the need for additional staff in that time frame and is more cost effective. The proposed budget can accommodate this alternative. Note that this does not include any review of the CVB lodging tax expenditures. Action Move to retain Kern, DeWenter and Viere as auditors for fiscal year 2001 at the proposed amount of $20,300 plus other related services for a total of $27,000. Gre Voxland Finance Director C: \gregg \memo \01audit 1 CITY OF SHAKOPEE Memorandum TO: Mayor and City Council Mayor and City Council Elect FROM: Mark McNeill, City Administrator SUBJECT: Library Demolition and Environmental Testing DATE: November 29, 2001 � C & 7� 1 E til T The Council is asked to authorize staff to solicit quotes, and to authorize staff to retain an environmental testing service to inventory, analyze, and provide specifications for the removal of hazardous materials in the existing Library. The existing Library building was originally constructed to house a commercial laundry. A wood frame addition was added in the 1970's, and the building has since been used as the Shakopee Public Library. Plans are currently being drawn up for bidding for a new Library. The bid document contract will also include demolition of the existing building. Prior to demolition, the building must be surveyed for hazardous materials, and provisions made for those materials to be removed. Because the site formerly contained a commercial laundry, it is possible that traces of chemicals now determined to be hazardous may be present on the site; given the age of the building, it is also probable that some asbestos containing materials were used in construction. I am in the process of sending out Requests For Proposals to various environmental companies to survey the building and site, and to provide a plan for remediation. It is expected that those services should not exceed $15,000. In order to keep the current building construction timeline on track, I would like Council's authorization for staff to accept the best proposal received, and direct that company to proceed as soon as possible to inventory and provide a remediation plan. Once the plan is provided, we should also than have an estimate as to what the abatement costs will be. The City will need to move on that in a timely manner, so as to m inimiz e the amount of delay between the anticipated closure of the building to the public (after March 15 and the anticipated start of the demolition (about mid April). Depending on the estimate, formal bids for abatement may or may not be needed. It should be noted that the testing for hazardous substances must be done in two phases — the first stage to be done in an in obtrusive manner, so that the Library could continue to stay open. Stage two would be destructive testing to find any hidden hazardous materials, which cannot be done until after the building was vacated. The proposal will also contain the need for soil borings at various locations to determine ground/groundwater contamination. 1 1 '• The environmental inventory, testing, and abatement are all part of the project budget for the Library. FRXGTI 1! � ! §` I recommend that staff be authorized to solicit RFP's, and to authorize staff to accept the best RFP for surveying, inventory, and abatement plan preparation purposes. Council would be advised by memo as to the results of the RFP. If the Council concurs, it should direct staff to proceed with environmental inventory and testing, plan preparation, and the authority to award to contract to the best respondent environmental testing company. ��, I y �-� v Mark McNeill City Administrator RIMI d P p ' CITY OF SHAKOP Memorandum TO: Mayor and City Council Mark McNeill, City Administrator FROM: Judith S. Cox, City Clerk SUBJECT: Shako - Valley Amateur Hockey Assn. Gambling License DATE: November 29, 2001 INTRODUCTION AND BACKGROUND: C;ONI Sce4'i The Shako - Valley Amateur Hockey Association is malting application to renew their premises permit in order to sell pull tabs at Saba's Sports Bar, 911 East 1 St Avenue. The permit will ultimately be issued by the State Gambling Control Board. When application is made, the Board requires that the local unit of government pass a resolution specifically approving or denying the application. RECOMMENDED ACTION: Offer Resolution No. 5628, A Resolution of the City of Shakopee, Minnesota, Approving Premises Permit for Shako - Valley Amateur Hockey Association, and move its adoption. Judith S. Cox, City Clerk JSC /j s RESOLUTION NO. 5628 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA, APPROVING PREMISES PERMIT FOR SHAKO - VALLEY AMATEUR HOCKEY ASSOCIATION WHEREAS, the 1990 legislature adopted a law which requires municipal approval in order for the Gambling Control Board to issue or renew premises permits; and WHEREAS, the Shako - Valley Amateur Hockey Association is seeking a Premises Permit for the site at Saba's Sports Bar, 911 East 1St Avenue, Shakopee, Minnesota. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, AS FOLLOWS: That the Premises Permit for the Shako - Valley Amateur Hockey Association at Saba's Sports Bar, 911 East 1 St Avenue, Shakopee, Minnesota, be approved. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 0' day of December, 2001. Mayor of the City of Shakopee ATTEST: City Clerk