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HomeMy WebLinkAbout03/24/1998 TENTATIVE AGENDA SHAKOPEE, MINNESOTA CITY COUNCIL MARCH 24, 1998 • LOCATION: City Hall, 129 Holmes Street South Mayor Jon Brekke presiding ADJOURNED SPECIAL SESSION 1] Roll Call at 4:30 p.m. 2] Approval of Agenda 3] Independent School District 720 Resolution-Res.No. 4875 4] Change Order No. 2 for Fire Station Project 5] Other Business 6] Adjourn WORKSHOP SESSION 1] Roll Call following the adjourned special session 2] Approval of Agenda 3] Transportation Plan 4] Collector Street Financing 5] Refuse/Recycling Pickup Questions 6] Other Business 7] Adjourn is\clerk\judy\ccagenda\03-24-97 Oc CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Mark McNeill, City Administrator SUBJECT: I.S.D. 720 Resolution DATE: March 19, 1998 INTRODUCTION: • The Council is asked to adopt a resolution waiving the requirement from a section of the City subdivision code, which was an issue brought up by a closing on a land purchase by ISD 720 on March 20th. BACKGROUND: On Wednesday, March 18th, City staff was made aware that the School District had a closing set for Friday, March 20th, for a 21.7 acre parcel of land from Gary and Gregory Kerkow. The property will be used for the new elementary school site, east of the hospital campus. The County Recorder noted a potential problem,resulting from the fact that one of the resulting parcels will be less then 20 acres in size. Because of this, according to MSA 462.358,the subdivision created from this land sale would not meet the State criteria for a subdivision without local approval. There is an exception: "In any case in which compliance with a forgoing restrictions will create an unnecessary hardship and failure to comply does not interfere with the purpose of the subdivision regulations,the platting authority(NOTE: in this case,the City Council)may waive such compliance by adoption of a resolution to that affect and the conveyance may then be • filed or recorded." In speaking with the City Attorney, he feels that this is not a major issue. After confirming with the School District that the delay in closing would create a hardship, staff approved the lot split. We are now asking for formal Council approval of this position by way of a resolution. RECOMMENDATION: In our opinion, because this is unplatted property, failure to comply does not interfere with the purpose of the City's subdivision regulations. We recommend that the attached resolution be adopted by Council. ACTION REQUIRED: If the Council concurs, it should, by motion, approve the following resolution: RESOLUTION NO. 4875 RESOLUTION AUTHORIZING CONVEYANCE OF LAND USING A METES AND BOUNDS LEGAL DESCRIPTION kJQA Mark McNeill City Administrator MM:tw RESOLUTION NO. 4875 RESOLUTION AUTHORIZING CONVEYANCE OF LAND USING A METES AND BOUNDS LEGAL DESCRIPTION WHEREAS, Gary E. Kerkow and Gregory J. Kerkow own a 40.41 acre parcel of land in the City of Shakopee; WHEREAS, Independent School District No. 720 is proposing to purchase approximately 21.7104 acres of the land from the Kerkows; WHEREAS,the remaining parcel of land retained by the Kerkows will be approximately 18.6996 acres; WHEREAS, Minnesota Statutes, Section 462.358, subd. 4b requires the City to approve any conveyance of property by a metes and bounds legal description if the conveyance results in the creation of a parcel of land less than 20 acres. NOW, THEREFORE,BE IT RESOLVED by the Shakopee City Council that the conveyance of the property by the Kerkows to the School District does not interfere with the purposes of the City's subdivision regulations and compliance with those regulations is waived so that the property may be conveyed using a metes and bounds legal description. Adopted in Adjourned Regular Session of the City Council of the City of Shakopee, Minnesota, held this 24th day of March, 1998. Mayor of the City of Shakopee ATTEST: City Clerk AND Form No.3-M--WARRANTY DEED Minnesota Uni(irrm Conveyancing Blanks(1878) MiU.ER/DAVIS CO.MPIe.MN Individual(s)to Corporation or Partnership No delinquent taxes and transfer entered;Certificate of Real Estate Value( )filed( )not required Certificate of Real Estate Value No. ,19 County Auditor by Deputy STATE DEED TAX DUE HEREON:$ Date: ,19 98 (reserved for recording data) FOR VALUABLE CONSIDERATION, Gary E. Kerkow, a single person, and Gregory J. Kerkow, a single person ,Grantor(s), (marital status) hereby convey(s)and warrant(s)to Independent School District No. 720 ,Grantee, a municipal corporation under the laws of State of Minnesota real property in Scott County,Minnesota,described as follows: The South Half of the Northeast Quarter of the Northwest Quarter: together with the South 50 feet of the North Half of said Northeast Quarter of the Northwest Quarter; all in Section 17, Township 115, Range 22, Scott County, Minnesota. SELLERS CERTIFY THAT SELLERS DO NOT KNOW OF ANY WELLS ON THE DESCRIBED REAL PROPERTY. (if more space is needed,continue on back) together with all hereditaments and appurtenances belonging thereto,subject to the following exceptions: Affix Deed Tax Stamp Here ZerK Kow STATE OF MINNESOTA -s;zy T ``��`' Gregory J. Kerkow ss. COUNTY OF Scott 16?Lk The foregoing instrument was acknowledged before me this la day of MA�c.(^- 1998 by Gary E. Kerkow, a single person, and Gregory J. Kerkow, a single person ,Grantor(s). NOTARIAL STAMP OR SEAL(OR OTHER TITLE OR RANK) % 1 l \ SIGNATURE OF PERSON TAKING ACKNOWLEDGMENT LEE ncur MAN NOTARY XMINNESO1A ��,333YYY111 MY COMMISSION EXPIRES 1.3100 Tax Statements for the real property described in this instrument should be sent to(Include name and address of Grantee): Independent School District No. 720 TIlIS INSTRUMENT WAS DRAFTED BY(NAME AND ADDRESS): 515 Holmes Street JASPERS, MORIARTY AND WALBURG, P.A. Shakopee, opt e, MN 55379 . IAtion do 206 Scott Street y �4Y Shakopee, MN 55379 not apply asset forth in City Code (612) 445-2817 Sec.12.01 (Purpose and Justification). DATE: 3.A 9/998 By: A _______.__L HOUSING, REDEVELOPMENT, PLANNING § 462.358 (1) was a separate parcel of record April 1, 1945 or the date of adoption of subdivision regulations under Laws 1945, Chapter 287, whichever is the later, or of the adoption of subdivision regulations pursuant to a home rule charter, or (2) was the subject of a written agreement to convey entered into prior to such time, (3) was a separate parcel of not less than 2-1/2 acres in area and 150 feet in width on January 1, 1966, or (4) was a separate parcel of not less than five acres in area and 300 feet in width on July 1, 1980, or (5) is a single parcel of commercial or industrial land of not less than five acres and having a width of not less than 300 feet and its conveyance does not i result in the division of the parcel into two or more lots or parcels, any one of which is less than five acres in area or 300 feet in width, or (6) is a single parcel of residential or agricultural land of not less than 20 acres and having a width of not less than 500 feet and its conveyance does not result in the division of the parcel into two or more lots or parcels, any one of which is less than 20 acres in area or 500 feet in width. In any case in which compliance with the foregoing restrictions will create an unnecessary hardship and failure to comply does not interfere with the purpose of the subdivision regulations, the platting authority may waive such compliance by adoption of a resolution to that effect and the conveyance may then be filed or recorded. Any owner or agent of the owner of land who conveys a lot or parcel in violation of the provisions of this subdivision shall forfeit and pay to the municipality a penalty of not less than $100 for each lot w or parcel so conveyed. A municipality may enjoin such conveyance or may ;; recover such penalty by a civil action in any court of competent jurisdiction. Subd. 5. Permits. Except as otherwise provided by this section all elec- I tric and gas distribution lines or piping, roadways, curbs, walks and other t similar improvements shall be constructed only on a street, alley, or other public way or easement which is designated on an approved plat, or properly indicated on the official map of the municipality, or which has otherwise ' been approved by the governing body. When a municipality has adopted an official map, no permit for the erection of any building shall be issued unless the building is to be located upon a parcel of land abutting on a street or . highway which has been designated upon an approved plat or on the official map or which has been otherwise approved by the governing body, and unless 4; the buildings conform to the established building line. This limitation on issuing permits shall not apply to planned developments approved by the governing body pursuant to its zoning ordinance. No permit shall be issued for the construction of a building on any lot or parcel conveyed in violation of the provisions of this section. i' 3 Subd. 6. Variances. Subdivision regulations may provide for a proce- i dure for varying the regulations as they apply to specific properties where an .17 unusual hardship on the land exists, but variances may be granted only upon 341 MID Form No.3-M—WARRANTY DEED Minnesota Uniform Conveyancing Blanks(1978) MILLER/DAVIS CO.MPLS.MN Individual(s)to Corporation or Partnership No delinquent taxes and transfer entered; Certificate of Real Estate Value( )filed( )not required Certificate of Real Estate Value No. ' 19 County Auditor by Deputy STATE DEED TAX DUE HEREON: $ Date: , 19 98 (reserved for recording data) FOR VALUABLE CONSIDERATION, Gary E. Kerkow, a single person, and Gregory J. Kerkow, a single person , Grantor(s), (marital status) hereby convey(s) and warrant(s)to Independent School District No. 720 , Grantee, a municipal corporation under the laws of State of Minnesota , real property in Scott County,Minnesota,described as follows: The South Half of the Northeast Quarter of the Northwest Quarter: together with the South 50 feet of the North Half of said Northeast Quarter of the Northwest Quarter; all in Section 17, Township 115, Range 22, Scott County, Minnesota. SELLERS CERTIFY THAT SELLERS DO NOT KNOW OF ANY WELLS ON THE DESCRIBED REAL PROPERTY. (if more space is needed,continue on back) together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Affix Deed.Tax Stamp Here r erkow STATE OF MINNESOTA Gregory J . Kerkow ss. COUNTY OF Scott io 7114 The foregoing instrument was acknowledged before me this la day of MAA-C , 19 98 , by Gary E. Kerkow, a single person, and Gregory J. Kerkow, a single person ,Grantor(s). NOTARIAL STAMP OR SEAL,(OR OTHER TITLE OR RANK) 41. % 1 i ` LEE VICKERMAN SIGNATURE OF PERSON TAKING ACKNOWLEDGMENT 4 NOTARY PUBLIC-MINNESOTA MY COMMISSION EXPIRES 1.31-00 Tax Statements for the real property described in this instrument should be sent to(Include name and address of Grantee): Independent School District No. 720 THIS INSTRUMENT\VAS DRAFTED BY(NAME AND ADDRESS): 515 Holmes Street JASPERS, MORIARTY AND WALBURG, P.A. Shakopee, MN 55379 . 206 Scott Street The Clty'5 Subdivision ipq ldtiof$do Shakopee, MN 55379 not apply as set forth in City Code (612) 445-2817 Sec. 12.01 (Purpose and Justification). ,•r DATE: 349J 998 By: /. f. r ,_ - CITY OF SHAKOPEE Com " • Memorandum TO: Mayor and City Council FROM: Mark McNeill, City Administrator SUBJECT: Change Order No. 2 -Fire Station Project DATE: March 11, 1998 INTRODUCTION: The Council is asked to consider a change order in favor of James Steele Construction Company, in the amount of$27,000, Change Order No. 2. BACKGROUND: Previously,the Council has been made aware that the contractor for the Fire Station Project, James Steele Construction Company,had filed a claim for extra costs incurred as a result of an inability to get fully onto the construction site at the beginning of the project. The problem was a seven week scheduling delay by Minnegasco crews to lower a high pressure gas main. The delay caused the contractor to have to work during an extremely wet July,which increased his costs. In reviewing with the City Attorney and Architect,the amount of the damages were negotiated to $27,000, an amount acceptable to both the Contractor and the City. The Architect has processed Change Order No. 2 in that amount. BUDGET IMPACT: Even with this change order,and items that have been approved,but not formally processed through the change order process, it is anticipated that the Fire Station Construction Project Budget will be within the contingency amount allocated for that purpose. RECOMMENDATION: I recommend that Change Order No. 2 be approved. • ACTION REQUIRED: If the Council concurs, it should,by motion, authorize the appropriate City officials to execute Change Order No. 2, in favor of James Steele Construction Company, in the amount of$27,000. Mark McNeill City Administrator MM/tly 3-17MEMO CITY OF SHAKOPEE j -. Memorandum TO: Mayor and City Council CONSENT FROM: Mark McNeill, City Administrator SUBJECT: Change Order No. 2 - Fire Station Project DATE: March 11, 1998 INTRODUCTION: The Council is asked to consider a change order in favor of James Steele Construction Company, in the amount of$27,000, Change Order No. 2. BACKGROUND: Previously, the Council has been made aware that the contractor for the Fire Station Project, James Steele Construction Company,had filed a claim for extra costs incurred as a result of an inability to get fully onto the construction site at the beginning of the project. The problem was a seven week scheduling delay by Minnegasco crews to lower a high pressure gas main. The delay caused the contractor to have to work during an extremely wet July, which increased his costs. In reviewing with the City Attorney and Architect,the amount of the damages were negotiated to $27,000, an amount acceptable to both the Contractor and the City. The Architect has processed Change Order No. 2 in that amount. BUDGET IMPACT: Even with this change order, and items that have been approved,but not formally processed through the change order process, it is anticipated that the Fire Station Construction Project Budget will be within the contingency amount allocated for that purpose. RECOMMENDATION: I recommend that Change Order No. 2 be approved. ACTION REQUIRED: lithe Council concurs, it should, by motion, authorize the appropriate City officials to execute Change Order No. 2, in favor of James Steele Construction Company, in the amount of$27,000. Mark McNeill City Administrator MM/tiv 3-17MEMO e 1 �) CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Mark McNeill, City Administrator SUBJECT: Fire Station Change Order No. 2 DATE: March 20, 1998 This was an item which was pulled from the agenda on March 17th. You will recall that we had negotiated a$27,000 settlement with James Steele Construction, as a result of the delays that they claim to have experienced starting the project. We were also directed by City Council to negotiate with Minnegasco, whose delay in lowering the high pressure gas main through the fire station site, was cited by JSC as the reason for the delay. Earlier on March 17th, we received a response back from Minnegasco, asking to wait on any settlement, as they had issues with James Steele Construction. It is our hope to have discussions with the two of them prior to the March 24th City Council meeting; if something is ready on change order no. 2, it will be presented to the Council at the March 24th adjourned regular meeting. IiiSILL &di • Mark McNeill City Administrator MM:tw 3 CITY OF SHAKOPEE Memorandum TO: Mayor& City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Shakopee's Transportation Plan DATE: March 19, 1998 INTRODUCTION: A Council work session has been scheduled for March 24, 1998 to discuss the Shakopee Transportation Plan that was authorized by City Council for WSB & Assoc., Inc. to prepare for the City of Shakopee. Attached to this memorandum is the Draft Transportation Plan for Council review and consideration at the March 24, 1998 Work Session. BACKGROUND: The Local Transportation Plan for the City of Shakopee was authorized by City Council on October 15, 1996 to be done by WSB & Assoc., Inc. Included in this overall Transportation Plan included studies for the Dean Lake area, Canterbury Park area and the Scott County Courthouse area. The main reasons for preparing the Transportation Plan are as follows: 1. It is a required element by the Metropolitan Council to be incorporated in a Comprehensive Plan, in which the City of Shakopee is currently updating its plan. 2. This plan will assist staff in analyzing the needs of the transportation system with development in the City of Shakopee. 3. A transportation model can be created and can be updated as necessary to meet the needs of the City of Shakopee, and its street system and connections with the County and the State highway system. 4. Roadway standards and right-of-way standards can be developed as guidelines in order to meet the needs of the City upon development on our existing and future street collectors. The report has been completed and this report analyzed our existing transportation system with existing transportation issues and existing short term transportation needs. The study then created a transportation plan model to forecast future transportation needs which have been identified in the report to the year 2020. Also included in this report are design guidelines on roadway standards, parking needs, access spacing and right-of-way widths. Finally the report does identify a list of improvements for consideration of transportation plan project implementation and lists the agencies and sources of funding. The major changes associated with this plan. Incorporated in this Transportation Plan is the County highway and State highway systems that are in the City of Shakopee. The major transportation system improvements that have been identified with this report are improvements that involve the City and the Scott County Highway Department. These improvements are as follows: 1. The installation of a street collector from Shenandoah Drive to 12th Avenue and connection to County Road (C.R.) 83. 2. The proposed realignment of C.R. 16 to the City's 17th Avenue and a realignment of existing C.R. 16 with C.R. 83 to serve as a connection to the West Dean Lake Business Park. These three connections all involve Scott County Highway Department's approval to be implemented. 3. The construction of 17th Avenue as a County highway from C.R. 83 to C.R. 17, to be turned over to the Scott County Highway Department and for the County Highway Department to turn back C.R. 16, from C.R. 17 to C.R. 83 to the City. 4. A collector road and possible right out connections to C.R. 21/C.R. 18 to facilitate development in the commercial area near the 18 and 169 interchange. Excluded from this Transportation Plan has been the proposed C.R. 42 realignment to connect with C.R. 78. The reason for this is that this is only a proposal and has not been identified officially on the County Highway System. At the Council workshop, Chuck Richart of WSB & Assoc. will make a brief presentation on the Transportation Plan for Council information and will also be available for questions. It is staff's intent to go over the main points of the plan and be able to answer questions and discuss the issues that this Transportation Plan has identified. Also attached to this memorandum is Scott County's 5-Year Capital Improvement Plan that has been received from Scott County. It is anticipated that from this workshop Council will provide as to any changes in the plan or bring the Transportation Plan forward for future adoption by the City. The following is the process for the Plan or any amendment to it. The Transportation Plan is essentially an amendment to the Comprehensive Plan. • Submission of the plan or amendments to adjacent jurisdictions and School Districts for review. (This has to have occurred at least six months before submission of the plan to the Metropolitan Council for review.) • Public Hearing before the Planning Commission. • Formal review by the City Council. • Met Council review to the City. • Final adoption by the City Council Depending on the discussion of'the various items that involve Scott County, the Council may wish to discuss the need for a joint City Council and County Board meeting on the issues identified by this plan. fie- tea, duce Loney Public Works Director BL/pmp PLAN \ 2 m 2 / \ , q 2N) % ....,,r\ 9 > / 7 ® 2 n C. m O co a/ 0 g q q Ca q > > _ \ % % z z k / / 0 - 0 o n 0 n z k E a g E E > q > 0 G m > ¥ n I > I 13 2 0 1 0 / 2 % f t > r- f _. ® ® ¢ R I 5 m 73 / ƒ m ® • K K m m 2 2 a ® I) m 0 / 2 ¥ 9 9 z % ' g CO E R R q K I , n@ a O = CO 41. 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ET DG) co D co = 0 oo -a m m z 0 0 D < 73 m -1 mm zz -1I xi 0 r 0 - -- Z - 1 73 O0 I1 N I 0 D O O O O = 0 (i) -1 0 G) 4' G) _ O -o a; < w r a ° u,' a 5 aco O m cn o cu 5' CD O m Z CO 0 Z v a -O m v r 5 a o 0 O o -o _I m O m 0 N y Z 0 0 0 V) n u) X X X 0 X 0 -I -I X Z$ TI m m c o z -1 0 m 0 = m rn cm co TRANSPORTATION PLAN SHAKOPEE TRANSPORTATION PLAN FOR THE CITY OF SHAKOPEE March 1998 Prepared by: WSB & Associates,Inc. 350 Westwood Lake Office Park 8441 Wayzata Boulevard Minneapolis,MN 55426-1344 Shakopee Transportation Plan WSB Project No.1049.00 - 350 Westwood Lake Office B.A.Mittelsteadt,P.E.Bret A.Weiss,P.E. WSS 8441 Wayzata Boulevard Minneapolis, MN 55426 Peter R.Willenbring,P.E. Donald W.Sterna,P.E. Ronald B.Bray,P.E. 612-541-4800 &Associates,Inc. FAX 541-1700 March 20, 1998 Honorable Mayor and City Council City of Shakopee 129 Holmes Street South Shakopee,MN 55379-1376 Re: Shakopee Transportation Plan City of Shakopee WSB Project No. 1049.00 Dear Mayor and Council Members: Transmitted herewith is the Transportation Plan for the City of Shakopee. The plan addresses the City's current and future transportation needs and sets guidelines for street width, access spacing, and right-of-way for the various street types. These guidelines and the noted system deficiencies identified in the report will aid the City in dealing with development-related issues and setting capital improvement budgets. The report also addresses all Met Council requirements for transportation planning and can be submitted as a supplement to the Comprehensive Plan. We would be happy to discuss this report with you at your convenience. Please don't hesitate to contact us at 541-4800 if you have any questions regarding this report. Sincerely, WSB&Associates,Inc. ae.4 gam* foaj Charles T. Rickart Bret A. Weiss,P.E. Project Manager Vice President Encl lv F:I WPW1ANO49.60t03I69dbne Infrastructure Engineers Planners EQUAL OPPORTUNITY EMPLOYER SHAKOPEE TRANSPORTATION PLAN TABLE OF CONTENTS TITLE SHEET LETTER OF TRANSMITTAL TABLE OF CONTENTS I. INTRODUCTION 1 H. EXISTING TRANSPORTATION SYSTEM 3 A. Land Use 3 B. Existing Functional Classification System 4 C. Existing Jurisdictional Classification 6 D. Existing Traffic Volumes 6 E. Existing(short term)Transportation Needs 7 III. TRANSPORTATION ISSUES 16 A. Scott County Courthouse Area 16 B. Canterbury Park Area 16 C. Dean's Lake Area 17 IV. FUTURE TRANSPORTATION NEEDS 20 A. Travel Forecasts 20 B. Year 2020 Transportation Needs 22 V. 2020 TRANSPORTATION PLAN 27 A. Functional Classification System 27 B. Jurisdictional Classification System 28 C. Transportation Improvements 29 VI. DESIGN GUIDELINES 38 A. Roadway Standards 38 B. Parking Needs 39 C. Access Spacing 39 D. Right-of-Way 40 VII. RELATIONSHIP TO METROPOLITAN SYSTEM 44 A. Socio/Economic Characteristics 44 VIII. TRANSIT SYSTEM 47 A. Local Bus Service 47 B. Park&Ride 48 IX. TRANSPORTATION PLAN IMPLEMENTATION 49 A. Adoption of Plan 49 B. Funding Sources 49 C. Improvement Program 50 X. CONCLUSION 52 Shakopee Transportation Plan WSB Project No.1049.00 LIST OF FIGURES 1. Area Location Map 2 2. Existing Functional Classification System 10 3. Existing Jurisdictional Classification 11 4. Existing 1995/1996 Average Daily Traffic 12 5. Existing Roadway Deficiencies 13 6. Transportation Issue Areas 19 7. Traffic Analysis Zone System 24 8. Year 2020 Average Daily Traffic Forecast 25 9. Year 2020 Roadway Deficiencies 26 10. Year 2020 Functional Classification 35 11. Year 2020 Jurisdictional Classification 36 12. Transportation Improvements 37 LIST OF TABLES 1. Level of Service Descriptions 14 2. Typical Roadway Capacities 15 3. Metro Council Spacing Criteria 32 4. Roadway Design Guidelines 41 5. Access Guidelines 42 6. Right-of-Way Requirements 43 7. Comparison to Metro Council Population, Employment and Households 45 8. Transportation Improvement Plan 51 Shakopee Transportation Plan WSB Project No.1049.00 INTRODUCTION The City of Shakopee is a community located on the Minnesota River in Scott County southwest of downtown Minneapolis(see Figure 1).The City consists of 28.4 square miles of which approximately 17.7 square miles are developed or developing.Further,Canterbury Park Horse Race Track,Valley Fair Amusement Center and Mystic Lake Casino are large generators which contribute to transportation needs of the area. The proximity of the City of Shakopee to the Minneapolis metropolitan area, along with the Bloomington Ferry Bridge opening(TH 169), are contributing factors to the existing and projected growth in the area. This Transportation Plan functions as a guide to describe the City's existing transportation network, to identify proposed transportation network,to rank projected major transportation investment needs,and to support the City's land use goals and objectives. The City's Land Use Plan is the future land development pattern on which the Transportation Plan is based. This plan will become an integral part of the City's comprehensive plan. The objectives of this Transportation Plan are to: 1. Document existing transportation and functional classification systems. 2. Identify existing transportation system deficiencies. 3. Project future transportation system improvements. 4. Recommend improvements necessary to accommodate the existing and future transportation needs. 5. Prepare a list of potential projects for inclusion in the City's Capital Improvement Program for existing and future transportation needs. 6. Identify the major transportation framework necessary to serve future land use. The following sections of this plan address these issues in detail. Shakopee Transportation Plan WSB Project No.1049.00 1 ( ::: `1 ST.iRNK15 °E"`L ;ACP OAR GROVE EAST MTEL WITKELK NIVEAANOKA EfT OTMDO KE MAMMY ClOSES MW LANE ALeu zr. YICNAEL E AMARA CI TM RINE DAY TCN eYfr, ST.MCIX CCM IIiPYO OMITS! CIP MAAPL IN ''C'S VLAIME �L IMO LAPIS CLE NI00 WONff CIRCLE WASHINGTON snot PINES LANE MAR MOVE DSSEO MOOIEIM PVN. SMITH ROCKFORD REME IUD CONCMNI PMN IOW PIN MOM OARS DELL0000 HEN N E P I a YM HILLS , qp NE SHOIEVIEW YAM®a'ui WNTOEDI LONETTO a ARI US NE 4Tf I.TqlA LM ... Y I-t _ E VELEM III fT IIOLµiI[r DEL AND I. MOS C NGS A1AP /}� ( IEDINA RMOIOSOALE ST.AM' C NADA WORTH �I N SAYPONT Study Location PLAIN PLY Tx G0.DM ROSEVIII[ f PPMLj✓M ELIO IMMIX ADa MSC LAKE NEOICINE Y��AL..��//,AAAAIIIAAA L .RD LC NAPLEIOD D..ALE SI VITED MATERTOIN MMO uf 1:ATA LM ST.`l[I f!PITS LEEL . ST. PAUL L . L SPA I. WOODLAND PARK MINNE •OL IS CI L 51100ES MID HOPS OEEPNAYEM NrKINS LARf ST. NINNETRISTA GEEM000 /� CR01[MACH Si EXCELSIOR NMI MKA {Ll I *IA Spm\ �H0XULM1 ST.POINT'S ��(( ( OONIIACIIK NOREI000 'VP` IE OIT •1�1--/� M:i NIC MATER r1 DIN. LEO..A ®Wl WORT M A lAS YrtT• IF ((�� `I RIC F ELO AY. CxANxASSEN PRAIRIE 0 SIY11Pl"LL NACMIA BLOOMING gpr INVER GROVE COTTAGE CARVER DHA=KA SARAN HE MISTS GROVE AIEIA euN.YILL[ PLATO NC.. COLOGNE SAVAGE CARVER ROSEM NT Y AM NIA.. I'll' D A K O T A'Ef HASTINGS LM ME SCOTT LWHIMEVILLC WHIM ION AODW 0 PMNINOTM 1MLLE NNITa ,a1.4TIIIEIER MIESVILLE NEI WRIT ,EV ELKO MICE AI, RAMOM MICELMRG LMSOACE !T IN NMI,ILLS WSB Project No. 1049.00 Date:July,1997 A 350 Westwood Lake Office _ 1.111111111111 8441 Wayzata Boulevard WSB Minneapolis,MN 55128 SHAKOPEE Location Map 614411-4800 d- FAX 541-1700 Figure 1 Transportation Plan 1 II. EXISTING TRANSPORTATION SYSTEM In order to accurately forecast future transportation needs and prepare a year 2020 transportation plan for the City of Shakopee, it was necessary to analyze the existing transportation system.This system analysis included examining current land use,functional and jurisdictional classifications of roadways, current and historic traffic volumes, programmed roadway improvements, existing system capacity and existing collective system deficiencies. A. Land Use The primary land uses in the developed portions of the City of Shakopee are residential,commercial,industrial, and park land.Much of the southern portion of the City is currently rural in character with agriculture as a primary active land use. Existing residential land development is concentrated north of 10th Avenue in an area which is nearly fully developed. The residential areas south of 10th Avenue between Marschall Road (CSAH 17) and CSAH 69 (Old TH 169) are currently developing. Large scale commercial and industrial land uses in the City are located predominately in the northeast and northwest portions of the City. These land uses generally lie in the CSAH 69 (Old TH 169) corridor and the areas bounded by recently constructed T.H. 169.Additional commercial land uses are located adjacent to higher volume roadways and in neighborhood and community centers throughout the City. The City is anticipating a number of large scale developments in the near(0-5 years) future. Some of these developments include: 1. East Dean's Lake;adjacent to CSAH 18 and future CSAH 21. Consists of approximately 850 residential units. 2. West Dean's Lake;adjacent to CSAH 83 and north of CSAH 16,consisting of approximately a 240-acre business park. 3. Shakopee Mdewakanton Sioux; Adjacent to CSAH 83 and South of CSAH 16,consists of 593 acres of mixed uses. A significant portion of the City's land is devoted to recreational uses which adds to transportation needs.These recreational facilities include Valley Fair Amusement Center,Canterbury Park Horse Racing Track,Murphy's Landing,etc. Also adjacent to the City is the Mystic Lake Casino. Shakopee Transportation Plan WSB Project No.1049.00 3 B. Existing Functional Classification System The functional classification system is the creation of a roadway and street network which collects and distributes traffic from neighborhood streets to collector roadways to arterials and ultimately,the Metropolitan Highway System.Roads are placed into categories based on the degree to which they provide access to adjacent land or provide mobility for through traffic. Ideally,roads are designed to perform a designated function and are located to best serve the type of travel needed. The functional classification system used in the City of Shakopee as described below and shown in Figure 2,conforms to the Metropolitan Council standards.The Metropolitan Council has published these criteria in the Transportation Development Guide/Policy Plan.This guide separates roadway into five(5)street classifications including principal arterials,minor arterials,major collectors,minor collectors and local streets. These classifications address the function of state, county and city streets from a standpoint of the safe and efficient movement of traffic through the City while providing satisfactory access to residents and businesses located within the City. A further description of design standard for streets within the City of Shakopee are contained in Section VI, DESIGN GUIDELINES. The following describes the functional classifications as they relate to the City of Shakopee: Principal Arterial roadways have the highest traffic volume and capacity.They are considered part of the Metropolitan Highway System.They are intended to connect the Metropolitan Centers with one another and connect major business concentrations,important transportation terminals and large institutional facilities. They are typically spaced two to six miles apart in developing areas and six to 12 miles apart in commercial/agricultural and general rural areas. Interchanges on principal arterials are usually spaced at least one mile apart in urban areas. • In the City of Shakopee, there are two principal arterials, T.H. 169 (Shakopee Bypass and a portion of CSAH 18). Adjacent to the City,there are two additional principal arterials,T.H. 13,east of TH 169 and CSAH 42 from CSAH 18 to the east. Minor Arterial roadways connect important locations within the City of Shakopee with access points to the Metropolitan Highway System and with other locations within Scott County.Minor arterial roadways and highways serve less concentrated traffic generating areas,such as neighborhood shopping centers and schools.Minor arterial roadways serve as boundaries to neighborhoods and distribute traffic from collector streets. Although the predominant function of minor arterial streets is the movement of through traffic, they also provide for considerable local traffic that originates or is destined to points along specific corridors. Shakopee Transportation Plan WSB Project No.1049.00 4 The Metropolitan Council has identified"A"minor arterials as streets that are of regional importance because they relieve, expand, or complement the principal arterial system. There are four types of "A"minor arterials as described below: 1. Relievers - These minor arterials provide direct relief for traffic on the Metropolitan Highway System. These roadways include the closest routes parallel to the principal arterials within the urban area. These roadways accommodate medium length trips, as well as provide relief to congested principal arterials. • CSAH 69 (Old TH 169) is the only reliever roadway in the City of Shakopee. 2. Expanders - These minor arterials provide a way to make connections between developing areas outside the interstate ring or beltway.These routes are located conveniently beyond the area reasonably served by the beltway. The roadways serve medium to long, suburb to suburb trips. • CSAH 78 and CSAH 42 are expander roadways in and around the City of Shakopee. 3. Connectors-These minor arterials are those roads that provide good, safe connections among town centers in the rural areas within and near the seven counties.Connectors also link rural areas to principal arterials and other"A" minor arterials. • CSAH 17 is the only connector roadway in the City of Shakopee. 4. Augmenters - These minor arterials are roads that augment principal arterials, primarily within the I-494/1-694 interstate ring. The principal arterial network in this area is mature; however, it is not sufficient in all cases relative to density of development that the freight network serves. In these situations,key minor arterials serve many long trips. • There are no augmenter roadways in or adjacent to the City of Shakopee. All other minor arterials are considered "B" minor arterials. "B" minor arterials have the same function as"A"minor arterials but are not eligible for federal funds. In the City of Shakopee the following roadways are classified as"B"minor arterials: • 4th Avenue; CSAH 83 to Fuller Street • 6th Avenue; CSAH 69 to Holmes Street • 10th Avenue; CSAH 17 to CSAH 69 • CSAH 16; CSAH 18 to CSAH 17 Shakopee Transportation Plan WSB Project No.1049.00 5 • CSAH 14; CSAH 17 to CSAH 69 • CSAH 15; 6th Avenue to TH 282 • Fuller Street, CSAH 69 to 4th Avenue • CR 79; 10th Avenue to CSAH 14 • CSAH 83; CSAH 101 to CSAH 42 Collector Streets (Major and Minor)provide direct service to residential areas, commercial and industrial areas,local parks,churches,etc. In order to preserve the amenities of neighborhoods while still providing direct access to business areas, these streets are usually spaced at one-half mile intervals. This spacing allows for the collection of local traffic and conveyance of that traffic to higher use streets. Collector streets may also serve as local through routes.Parking and traffic controls are usually necessary to ensure safe and efficient through movement of moderate and low traffic volumes. These streets are usually included in the City's Municipal State Aid System. Local streets are those not selected for inclusion in the minor arterial or collector classification. They allow access to individual homes, shops, and similar traffic destinations.Direct access to abutting land is essential,for all traffic originates from or is designated to abutting land. Through traffic should be discouraged by using appropriate geometric designs and traffic control devices. C. Existing Jurisdictional Classification Roadways are classified on the basis of which level of government owns or has jurisdiction over the road. The three levels of government involvement are the Minnesota Department of Transportation(Mn/DOT),Scott County,and the City of Shakopee.Mn/DOT maintains the Interstate and State Trunk Highway System.Scott County maintains the County State Aid Highways(CSAH)and County Road(CR) systems. The remaining streets and roadways located within the City are the responsibility of the City of Shakopee.Figure 3 illustrates the existing jurisdictional classification within the City of Shakopee.NOTE: Figure 3 reflects the transfer of T.H. 101\T.H. 169 to Scott County as CSAH 69/CSAH 101 and the opening of the T.H. 169 (Shakopee Bypass). D. Existing Traffic Volumes Average Daily Traffic volumes(ADT)on major streets in the City of Shakopee for 1995/1996 are shown in Figure 4. The ADT volumes consist of the total traffic carried on any particular road in a 24-hour period.The traffic volumes shown in this figure have been collected using mechanical counters by the Minnesota Department of Transportation, Scott County and the City of Shakopee. Shakopee Transportation Plan WSB Project No.1049.00 6 E. Existing(short term)Transportation Needs The existing overall transportation system in the City of Shakopee was evaluated to identify roadway segments which exhibit deficiencies in transportation capacity and excess delays. This evaluation utilized the existing traffic volumes (ADT counts) and their associated typical roadway capacity (width). The ability of a street or highway to accommodate expected traffic volume is usually expressed in terms of Level of Service(LOS). Each roadway segment is ranked with a LOS from"A"to "F","A"representing the good or free traffic flow and"F"represents poor or forced traffic flow conditions. A brief description of LOS is provided in Table 1. As roadways begin to approach LOS D (i.e. at LOS C), transportation system planning should begin to determine the measures that could be enacted to minimize or eliminate pending delays and congestion. Table 2 illustrates typical roadway capacities at LOS C and D as defined in the Transportation Research Board(TRB) 1994 Highway Capacity Manual. The LOS of a roadway can be lowered if appropriate access control and intersection spacing is not planned properly. The development of appropriate frontage and/or backage roads connecting properly- spaced intersections can assist in maintaining capacity and LOS for the traffic volumes listed in Table 2. The roadway segments that are currently approaching or exceeding typical roadway capacities are shown in Figure 5,each is labeled by number. Some of these roadway segments are under the jurisdiction of Scott County. It is important to identify any potential transportation needs within the City, even on County of State roadways. This will provide information to the County to help plan their future improvements. Each roadway segment is discussed below: 1. 4th Avenue-Fuller Street to CSAR 83:Currently,this roadway is a paved two-lane rural street with parking allowed on the majority of the roadway. Traffic volumes range from 4,600 east of Marschall Road (CSAH 17) to 6,500 west of Marschall Road (CSAH 17). This roadway is approaching LOS D, therefore, consideration should be given to removing parking and developing left and/or right-turn lanes at critical intersections. 2. Marschall Road (CSAR 17) - T.H. 169 to CSAH 42: Currently, this roadway from T.H. 169(the new Shakopee Bypass)to CSAH 42 consists of a rural two-lane facility with paved shoulders. Traffic volumes on this roadway range from 6700 at T.H. 169 to 7950 at CSAH 42. This volume represents traffic prior to the opening of T.H. 169. Traffic volumes have increased as a result of the change in traffic patterns. These volumes represent LOS D conditions and consideration should be given to improvements. Scott County would be responsible for any improvements. Shakopee Transportation Plan WSB Project No.1049.00 7 3. 130th Street (CSAH 78) - Brickyard Road (CSAH 69) to Marschall Road(CSAR 17): Currently,this roadway is a rural two-lane facility with paved shoulders. Traffic volumes on the roadway range from 3,600 at CSAH 78 to 4,000 at CSAH 17. This roadway is considered to be LOS C. This roadway should be monitored for possible future improvement needs. 4. Spencer Street (CR 79) - T.H. 169 to 10th Avenue: Currently, this roadway is a two-lane rural roadway.The traffic volume on this roadway is 4,350. Similar to 130th Street, this roadway is considered to be at LOS C. Improvements maybe necessary in the future. 5. CSAH 83 -Eagle Creek Boulevard(CSAR 16)to CSAH 42: Currently, this roadway is a two-lane rural roadway with paved shoulders. The traffic volume on this roadway ranges from 10,400 at CSAH 16 to 11,500 at CSAH 42. The traffic volume on this roadway exceeds typical ADT for LOS D. Consideration should be given to upgrade the roadway to a four-lane facility. Scott County would be the lead agency for any improvement. 6. Vierling Drive-Sage Lane to Miller Street: As a result of development, this portion of Vierling Drive will require upgrading. It is proposed that a four-lane roadway with turn lanes at Marschall Road(CSAH 17)and access points be constructed. The traffic volume is anticipated to range from 10,000 to 20,000 vehicles per day when the development is completed. 7. Vierling Drive - CSAR 69 to Taylor Street: With the anticipation of development adjacent to CSAH 69 and Vierling Drive, this portion of Vierling Drive is planned for construction to a four-lane roadway with turn lanes. The anticipated projected traffic volume, based on proposed development,would range from 10,000 to 15,000 vehicles per day. 8. Intersection Studies: Intersection studies should be requested by the County to determine if traffic signal systems or other intersection improvements should be at the following intersections. • Vierling Drive at Marschall Road (CSAH 17) (Planned signal in 1998) • CSAH 42 at Marschall Road(CSAH 17) • Spencer Street(CR 79) at 10th Avenue • Adams Street(CSAH 15)at 10th Avenue 9. CSAH 42 - Marschall Road (CSAH 17) to CSAH 83: This portion of CSAH 42 is planned by the County for upgrading to a four-lane section in their five-year plan. Existing traffic volumes range from 5,400 to 10,500 vehicles per day. Shakopee Transportation Plan WSB Project No.1049.00 8 10. CSAR 16-CSAH 83 to CSAR 18: This portion of CSAH 16 is planned by the County for upgrading to a four-lane section in their five-year plan. 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Cs.) CD CSD CD 2 4 t c • Z .r E. Pit O.. CD mCD CD E z < S ^^ CD" `rr4- uAi a 8 0.—A TABLE 1 LEVEL OF SERVICE DESCRIPTIONS LEVEL OF SERVICE DESCRIPTION A FREE FLOW: speed controlled by driver's desires, speed limits, or physical roadway conditions. B STABLE FLOW: operating speeds beginning to be restricted, little or no restriction on maneuverability from other vehicles. C STABLE FLOW: speeds and maneuverability more restricted. D APPROACHING UNSTABLE FLOW: tolerable speeds can be maintained but temporary restrictions to flow cause substantial drops in speed, little freedom to maneuver, comfort and convenience are low. E UNSTABLE FLOW: volumes near capacity, speed typically in neighborhood of 30 MPH, stoppages of momentary duration, ability to maneuver severely limited. F FORCED FLOW: low-operating speeds, volume below capacity, queues formed. Shakopee Transportation Plan 3/17/98 / \ N- a N W F- C.) C) I_ 0 d Q 0 0 0 O O O O O < 0 0 000 a8o O ago a'o N N M 0 y 0 O O O O O O O O O � 0 0 0 0 0 0 0 0 aO O O 0 O O O O O �..� N Co co co co co co co O U 1- a-- .- N N LL U. LCL I } J a 0 LU g 0 0 0 0 0 0 o 0 0 0 0 0 0 0 W 0 Q COOO 0 CO C- CO N M a p N O O O O O O O O LL J O O O Sc O O O O O O —O O 0 14) O O O 0 d' U') e- s- CO- O O Wx- x- x- N N CD Z g W_ C.)H w Qz w z a. Y Z 0 O Y a z > 0 cc a >tC ? I- I- 5 N LU ~ i. ~ ~ 0 a w Q Q H H H H I- W W Q w W W W W Cl) c ce O a CC < I- I- I- I- w � co N IX > J Z Z Z Z > w w a.o 0_ _0 m W a g D co CO Ce W z > > J 0 CD cc > > 0 > > D 0 n m co Z Z Z Z Z Z Z Z Z N N N N N co Nr V- Ni- IO C. O Y N L III. TRANSPORTATION ISSUES Transportation growth has required the City of Shakopee to analyze specific needs in selected areas of the City. These issues were analyzed in detail and are discussed below. Figure 6 shows the location of the study areas. A. Scott County Courthouse Area Issue: Scott County is proposing the development of a new Justice Center in the area of the existing Courthouse south of downtown Shakopee between Fuller Street and Scott Street. The City of Shakopee and Scott County have been planning the transportation system(collector streets)around the Courthouse for many years.The existing north/south collector streets in this area include; Scott Street from 10th Avenue to CSAH 101,Holmes Street from 10th Avenue to 4th Avenue and Spencer Street(CR 79) from 10th Avenue to CSAH 101. The east/west collector streets in this area are 4th Avenue from Marschall Road(CSAH 17)to Holmes Street and 6th Avenue from Holmes Street to C.R. 69. As part of the Justice Center proposal, the City of Shakopee has agreed to allow Scott County to close Fuller Street between 4th Avenue and 5th Avenue. Solution: The results of the analysis concluded that the collector system that would best serve the area and have the least impact on the adjacent neighborhoods, would be as follows: 1. North/south collector-Fuller Street from 10th Avenue to 6th Avenue,east to Holmes Street, north to 4th Avenue west to Fuller Street, then north to CSAH 69. 2. East/west collector street-4th Avenue from Marschall Road(CSAH 17) to Holmes Street, south to 6th Avenue,then west to 10th Avenue. B. Canterbury Park Area Issue: With the continued development in the Canterbury Park area, the need for a north/south collector between CSAH 83 and CSAH 101 (Old TH 101)has become more and more critical.This has been identified by the City in their comprehensive plan as a future need. Solutions: The options that were evaluated as part of the study included a north/south collector from CSAH 69 (Old T.H. 101) south past 4th Avenue on the Shenandoah Drive alignment to CSAH 16 at Vierling Drive. A second alternative was to extend Shenandoah Drive south of 4th Avenue and connect it to CSAH 83 at 12th Avenue. Shakopee Transportation Plan WSB Project No.1049.00 16 This alignment would use the existing Canterbury Park access road as the new collector street. Each of these alternatives were analyzed in detail. The analysis concluded that Alternative 2 connecting to CSAH 83 at 12th Avenue would provide the most efficient movement of traffic in this area. The majority of the traffic using this roadway is destined for either the Canterbury Park facility or heading north or south on CSAH 83.This alignment would eliminate an additional turning movement onto and off of CSAH 1 6a would be required with Alternative 1. As discussed previously,the alternative 2 alignment would make use of the existing intersection of CSAH 83 and the Canterbury Park Race Track entrance/12th Avenue. It is estimated that this intersection will be signalized in the future. The intersection is approximately one-fourth mile north of the TH 169/CSAH 83 north ramp intersection. The spacing and coordination of the traffic signals on CSAH 83 will become an important aspect of the overall access plan in this area. This issue is discussed in more detail in the following section. Additional issues that were analyzed as part of this study were the access to Canterbury Park Race Track and the stacking of vehicles accessing the facility. This issue will be addressed in detail further during the design phase of this roadway. However,an additional turn lane can be provided between the parking lot access and CSAH 83,which would provide adequate spacing and stacking for these maneuvers. C. Dean's Lake Area Issue: The Dean's Lake Area which encompasses the area from CSAH 83 east to and including Dean's Lake and CSAH 101 south to CSAH 16, is proposed for substantial commercial and residential development. This area was analyzed to determine access needs and circulation requirements to and from the adjacent roadway system. Solution: Currently, with the new Shakopee Bypass (T.H. 169) a full access between CSAH 16 and the bypass is not feasible with the County spacing guidelines. However, a full-movement access could be provided to CSAH 83 with the realignment of CSAH 16 to intersect CSAH 83 at approximately 1200 feet south of the existing CSAH 16(future 17th Avenue extension). The existing intersection of CSAH 16 could then be realigned to a 90° intersection used as the entrance to the proposed development. The proposed roadway configuration will have better overall traffic operations than a right-in,right-out access between the TH 169 ramps and the existing CSAH 16. Shakopee Transportation Plan WSB Project No.1049.00 17 Traffic operation improvements are accomplished by splitting access to the proposed site between two full entrances(one from CSAH 16 and one from CSAH 83)rather than one full intersection and a right-in, right-out intersection. By providing improved access to the site, the property will accommodate a higher density of development and,therefore,a significant benefit to the City of Shakopee and Scott County. The current alignment of CSAH 16 traverses Scott County from the east,crossing CSAH 83 at a skewed angle and terminating at CSAH 17 (Marschall Road). This section of CSAR 16,between CSAH 83 and CSAH 17, is providing for the local trip. By relocating CSAH 16 to approximately 17th Avenue as proposed, this roadway would serve the regional trip between CSAH 83 and its intersection with CSAH 101. The existing traffic signals on CSAH 83 are currently coordinated.It is assumed that any additional signal systems would be incorporated into the coordinated system. A coordinated signal analysis was conducted to review the impacts of the proposed signalized intersections on the flow of traffic on CSAH 83. The results of that analysis indicate that the overall arterial speed today and in the future will range from 30 miles per hour(mph)to 35 mph. Also,with the addition of a traffic signal located at the Canterbury Park entrance road, the overall arterial speed did not change. Shakopee Transportation Plan WSB Project No.1049.00 18 C-1-1 5 Z cA O $ �.4) •....4 N(74 (1) OW$24 1:4 g E ° w �� .fig ti g LL cd $..,, E--1 Ctir) 31111VHd NaGa IV ----...„.„,() ' i / ; ..4.5 ___. (-) I v Ar „'",.. 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" Illy Imw, ofd o E8 t� o �i1�$II C i;, ? f' ti ",1 s(jd/ '` p ._ ren eu ms a-- — .L f = 11,44 I 6 >,; , ,[1<ill 4, ti, en � 3 g AllihI_ 41�i r:. ® r a.5 EEg ^' _ r i i I O may. s�cc��, .,... �� ., er,^� °�lu�� ^� O _-- ® y �^u �' ..-__3nr C a w.nisw.w Q -NI, \-,,,,, , -: -1,1"'"'"I _ " . N v - fYWsii -*,‘\ H i 47,Go \ © fs'', d G// �- $ti4h. %7A 'N\k, 4 4:-El c5 _,,3 o ti c ® • am I, „. l 010 171) u6p•g-61}\poo\00.6001\41 E£,E0,60 86 &In 61 IV. FUTURE TRANSPORTATION NEEDS The City of Shakopee is projected to grow substantially in the future,which will require significant investments in transportation infrastructure. These investments are for City improvements as well as substantial contributions by the City to both County and State roadway systems. For this reason, the City of Shakopee needs to maintain a capital improvement program for these transportation improvements.If managed properly,the City can program City improvements,along with coordinating County and State improvements to meet the local transportation needs.As such,the following process should be followed. A. Travel Forecasts Travel forecasting is a method in which land use, socio-economic data, (i.e., population and employment) and traffic volumes can be integrated to determine, through the use of computer modeling,the extent of transportation needs now and in the future. Traffic forecasting for the City of Shakopee was completed through application of the TranPlan Computer Model. The Twin Cities' Metropolitan Regional Travel Model and the Scott County Transportation Model were used and the basis of the travel model developed for the City of Shakopee. The TranPlan Model is a computer simulation of current and future traffic conditions.This is a city-wide model,intended to forecast traffic on a system-wide basis. The model was based on expected population,households,and employment for 2020 distribution throughout the City as described in the land use plan, and approved by Metropolitan Council.When a specific land development is proposed that will have a higher level of population or employment than was anticipated in the plan,the model can be regenerated with the updated information. Similarly, as areas develop,the model assumptions should be replaced with the actual information in order to accurately make future predictions. This model is dynamic and can be updated as conditions change. After roadway improvements are made, the transportation network will be revised to reflect that. Population and employment forecasts can be adjusted as land develops. At a minimum,the model should be updated in five-year intervals to remain useful. The updates can maintain the importance of the plan in providing useful information in the decision-making process of the City of Shakopee. The City's model is based on the regional forecasts that were used in 1995.The development of the model for the year 2020 followed these steps: Data Collection All data utilized in this report was collected from the City of Shakopee, Scott County, Mn/DOT and the Metropolitan Council by WSB transportation staff. Shakopee Transportation Plan WSB Project No.1049.00 20 Traffic Analysis Zone System Land use and socio-economic data for the transportation planning process are developed and reported in Traffic Analysis Zones(TAZ). These zones are used to determine the origins and destinations to and from specific areas. The Metropolitan Council has developed these zones on a regional basis,which are typically quite large. Within the City of Shakopee,there are 13 Metropolitan Council TAZ's. In order to create a model in which specific roadways can be analyzed,an expanded TAZ system must be developed. Therefore,the Metropolitan Council TAZ system was used as a starting point. These zones were then subdivided into more practical (smaller) TAZ sizes. This resulted in a TAZ system of 63 zones. These zones are classified as internal zones.External zones were also developed,which included all origins and destinations outside the study area. Figure 7 illustrates the City of Shakopee's Transportation Analysis Zone system. Trip Generation Two trip types need to be determined when looking at a transportation study area. Each is discussed below: Through Trips -These trips do not have origins or destinations within the study area.For example,they would originate in Eden Prairie,travel through Shakopee with a destination in Mankato.These trips,for the purposes of this study, were developed based on the Metropolitan Council Transportation Model. Internal Trips - These trips have origins or destinations within the study area. The trips are classified into trip purposes;Home Base Work (HBW), Home Base Nonwork(HBN)and Home Base Other(HBO).Trip generation for the specific land uses has been developed by the Metropolitan Council for each trip purpose. Transportation Network - The roadway network used in the transportation plan includes all principal arterial,minor arterial,and collector streets.Some local streets were also used in the model.The attributes for each roadway(length,speed,number of lanes, etc.) were determined and coordinated with the Metropolitan Council Model and supplemented with field review and visual observation of each facility. This network is compatible with both the Metropolitan Council and Scott County networks. Traffic Assignment A variety of assignment techniques can be employed for communities such as Shakopee. An equilibrium assignment provides the best results. Therefore, it was used for this study. This type of assignment balances the number of trips on each roadway length with respect to speed, capacity, shortest travel time, etc. Two iterations of the assignment were required to balance all productions and attractions. Shakopee Transportation Plan WSB Project No.1049.00 21 Model Calibration The National Council of Highway Research Program(NCHRP) Circular 255 is typically used to establish the maximum diversion between assignments and actual traffic counts.Following the development of the model,the initial(existing)traffic assignment was compared to the existing traffic counts for the City street network.Some adjustments to road capacity and vehicle travel speeds were made to calibrate the model results to existing traffic conditions. Future Year Analysis Upon calibration of the model, future year (2020) traffic forecasts were developed and analyzed. The future year analysis assumed certain roadway improvements would be in place prior to the year 2020. These roadway improvements included: • Vierling Drive extension from Spencer Street(CR 79)to Taylor Street • CSAH 21 from T.H. 169 to CSAH 42 • Southbridge Parkway from CSAH 21 to CSAH 18 • CSAH 18 Connection to CSAH 21 The TranPlan modeling program was run to determine future traffic flows in the City of Shakopee. The 2020 forecasts are shown in Figure 8. B. Year 2020 Transportation Needs Based on the analysis of the future year travel forecast,the year 2020 roadway needs were identified using the same criteria of capacity and Level of Service as outlined previously. It is assumed that the existing (short term) transportation needs were accomplished prior to the year 2020. Figure 9 illustrates the anticipated future year transportation needs. Similar to the existing needs,the county roads are identified for information to be provided to Scott County. Each roadway segment is discussed below: 1. 10th Avenue - Adams Street (CSAH 15) to Marschall Road (CSAH 17): Currently, this roadway is a four-lane facility with no turn lanes. This roadway will have a projected traffic volume ranging from 11,500 vehicles per day to 13,500 vehicles per day. Consideration should be given to addition of left and/or right-turn lanes at critical intersections. 2. CSAR 42-Marschall Road(CSAR 17)to CSAH 83: This roadway will have a projected traffic volume of 15,000 cars per day. This is a roadway that is being studied by Scott County for future reconstruction or realignment and is included in their five-year plan. 3. Marschall Road (CSAR 17) - TH 169 to CSAR 101: This roadway is currently an undivided roadway with no turning lanes at major intersections. The traffic volume on this roadway is projected to range from 16,500 vehicles per day at TH 169 to 17,000 vehicles per day at CSAH 101. This Shakopee Transportation Plan WSB Project No.1049.00 22 roadway will require the addition of left and right-turn lanes and intersection controls in the future. 4. Intersection Studies: Intersection studies should be completed to determine if traffic signal systems or other intersection improvements should be made at the following locations. 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" "-''' ' tr ' ",,,,,= ' ' a l9 j� s r hili a �.•u :a 8 53 f zs A woo ' ttly x . .. ® 1 _ f Ino a- \ K9�Lir®iW�'I O ® m, , meg ,., £re• ,..0...�.,, O ax�a B®� - w �\ Q= .� a liFilli�' 1 .1 le 0° © s,,, a / I -r—li t6t. n += • \.N- 1 +5 & o ae 0n.. .,� .,. ® cp' u6p•6-6r}\poo\00'6b01\+ OV:50.60 86 8)&1 61 V. 2020 TRANSPORTATION PLAN The transportation plan which is outlined in this chapter provides for meeting the City's increased traffic as transportation demand increases during the next 20+ years. The Shakopee Transportation Plan consists of three principal elements: a.) Functional classification system,b.)Jurisdictional classification system and c.) Transportation system improvements. A. Functional Classification System The functional classification system. as described previously, provides for the collection of and distribution of traffic from neighborhood streets to collector streets and to the Metropolitan Highway system. The functional classification system provides a network for efficient movement of people throughout the City.Roads are placed in categories based on the degree to which they provide access to adjacent land or provide mobility to through traffic. An important consideration in developing a functional classification system is adherence to the roadway and driveway spacing criteria established by Metropolitan Council as illustrated in Table 3. The functional classification plan proposed by the City of Shakopee is shown in Figure 10 and incorporates all levels of roadway hierarchy. The following additions and/or changes to the functional classification system are proposed. 1. Principle Arterial No changes 2. "A"Minor Arterial Augmenter -No changes. Reliever -Vierling Drive; CSAH 16 to CSAH 69 - 17th Avenue; CSAH 83 to CSAH 69 Expander -No changes. Connector -No changes. 3. "B"Minor Arterial No changes. Shakopee Transportation Plan WSB Project No.1049.00 27 4. Collector Roadways • Shenandoah Drive; CSAH 101 to CSAH 83 • Southbridge Parkway- CSAH 21 to CSAH 18 • Valley View Road; CSAH 17 to CSAH 21 • North-south collector roadway; Valley View Road to 17th Avenue • Preserve Trail- CSAH 18 to Savage • North south collector roadway-CSAH 16 to Prior Lake. B. Jurisdictional Classification System The roadways in the City of Shakopee are maintained by different governmental jurisdictions (i.e., Mn/DOT, Scott County, the City of Shakopee and Jackson Township). As the City of Shakopee's transportation system evolves,it is important that the roadway jurisdiction be reviewed periodically to ensure that the appropriate level of government responsibility is evident. This transportation plan identifies a number of roadway segments for potential jurisdiction changes in the future.These recommendations are based on the philosophy that roads which are under the City's jurisdiction should have a principal City function. Figure 11 shows the proposed jurisdictional classification system within the City.The roadways which should be considered for jurisdictional change in the future include: County Road to City Street: The following roadways should be considered for a jurisdictional change from county road to city street. • CSAH 16-CSAH 83 to Marschall Road(CSAH 17) County Road to Township Road: (as planned by Scott County) The following roadways should be considered for a jurisdictional change from county road to township road. • CR 73 - 130th Street(CSAH 78)to CSAH 14 • CR 72 -CSAH 15 to CSAH 17 • CR 77-TH 169 to 130th Street City Streets to County Road: The following roadways should be considered changing from city street to county road. • 10th Avenue- CSAH 69(Old T.H. 169)to Marschall Road(CSAH 17) • 17th Avenue(new roadway) -Marschall Road(CSAH 17)to CSAH 83 Shakopee Transportation Plan WSB Project No.1049.00 28 C. Transportation Improvements Based on the projected traffic volumes, anticipated growth and potential roadway deficiencies, the future transportation systems improvements and deficiency improvements should be considered: Figure 12 shows the proposed transportation improvements and the anticipated timing. Transportation System Improvements:The following system improvements(i.e.: collector roadways) should be completed to provide for anticipated growth and circulation throughout the City of Shakopee. 1. 17th Avenue-Adam Street(CSAR 15)to CSAH 83:This roadway should be built as a four-lane facility with left and right-turn lanes at major intersections. This roadway will be the south frontage road to T.H. 169, similar to Vierling Drive on the north side. Depending on development, extension of the roadway to CR 69 may be considered. 2. Valley View Drive - CSAH 83 to CSAH 21: This roadway should be a two-lane collector roadway. 3. Shenandoah Drive - 4th Avenue to CSAH 83: This roadway will a collector roadway connecting T.H. 169 with CSAH 83. This roadway is needed to provide for access and system improvements in the Canterbury Park area.This roadway would be a four-lane facility with left and right-turn lanes at major intersections. A connection to CSAH 16 should also be provided at Vierling Drive. 4. Collector Roadway- 17th Avenue to CSAH 42: This roadway would be provided to complete the north/south collector system in this area.It would be a two-lane facility with left and right-turn lanes at major intersections. 5. Collector Roadway-CSAH 16 to Prior Lake: This roadway would be a north/south roadway providing access to the Prior Lake collector system. 6. Collector Roadway-Southbridge Parkway to CSAR 18: This roadway would be required to provide access to both sides of CSAH 18 adjacent to the East Dean's Lake commercial area. Coordination with the County will be required to determine the type of access(i.e.right-in,right-out,overpass, etc.). Transportation Needs Improvements: The following improvements should be considered to provide capacity and Level of Service improvements based on the transportation modeling and analysis. These improvements include both short-term and future(2020)improvements. Shakopee Transportation Plan WSB Project No.1049.00 29 1. 4th Avenue-Fuller Street to CSAH 83:This roadway should be upgraded from two lanes to three-lane or four-lane section with left-turn lanes to provide for capacity improvements. 2. Marschall Road (CSAH 17) - T.H. 169 to CSAR 42: This roadway should be upgraded to a four-lane facility with left and right-turn lanes at major intersections to provide for existing capacity deficiencies. 3. 130th Street(CSAH 78)-CSAH 69 to Marschall Road(CSAH 17):This roadway should be upgraded from two lanes to three lanes to provide for existing capacity deficiencies. 4. Spencer Street(CR 79)-T.H. 169 to 10th Avenue:This roadway should be upgraded from two lanes to two lanes with left and right-turn lanes to provide for existing capacity deficiencies. 5. CSAR 83-CSAH 16 to CSAR 42:This roadway should be improved from two lanes to four lanes with left and right-turn lanes to provide for existing capacity deficiencies. 6. Vierling Drive - Sage Lane to Miller Street: This roadway should be improved to four lanes with left and right-turn lanes at CSAH 17 and major access point,to accommodate development. 7. Vierling Drive - CSAH 69 to Taylor Street: This roadway should be constructed to a four-lane section with left and right-turn lanes at intersections and major driveways to accommodate future development. 8. Intersection Improvements: Based on existing capacity deficiency, the following intersections should be studied to determine if upgrades to traffic signal system is warranted or other improvement required. • Marschall Road(CSAH 17)at Vierling Drive • Marschall Road(CSAH 17) at CSAH 42 • 10th Avenue at Spencer Street(CR 79) • 10th Avenue at Adam Street(CSAH 15) 9. 10th Avenue-Adam Street(CSAH 15)to Marschall Road(CSAH 17): This roadway should be upgraded from four lanes to four lanes with left and right-turn lanes at major intersections due to capacity constraints in the future. 10. CSAH 42 - Marschall Road (CSAH 17) to CSAH 83: This roadway should be upgraded from a two-lane facility to a four-lane facility with left and right-turn lanes at major intersections due to capacity constraints in the future. Shakopee Transportation Plan WSB Project No.1049.00 30 11. Marschall Road (CSAH 17) - TH 169 to CSAH 101: This roadway should be upgraded from the four-lane facility without turn lanes to a four- lane facility with left and right-turn lanes at major intersections. 12. Intersection Improvements: Based on future roadway deficiencies, the following intersections should be studied to determine if upgrades to traffic signal systems are warranted or other intersection improvements required. • 10th Avenue at Fuller Street. • Vierling Drive at Adams Street(CSAH 15) • CSAH 69 at Vierling Drive • CSAH 16(new intersection)at CSAH 83 • Marschall Road(CSAH 17) at 17th Avenue Shakopee Transportation Plan WSB Project No.1049.00 31 0 p'_E .c a C u O 0 g g Z O C O u le u V in l 0. u •p 33 V 9 c.9 ci 03 v C R E y-� y0 y U 3 Q c y u C R y .a c " p is es c Z e u E : a c ,R 9. •E u Co) u r ` — N `.. u '" • p o u u ._ E '� Ec 0 ccuu uu 0 u a ..0c E- *c03 '5u 0. a 0 E :a S.' � co z u y c • C0 Co CrE 03 r. 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''{ `"-�- m �$ /. +` 1 al a . ,1 nam a r1 ‘ AO% Cm,,...vi ; ',,,,,, w,a s f ill I go a - ^ 7.I„n - r + V $3Y1 110111d : iM1 aY -, m m .R m - — �i i ' At ,, '01- ..,--4), 0. '4164/�O Li 8 II � ,''.1. p ;1.. \\\/ Pii .may- a1 �— © rr�* s� v�'` I .mu� iii + .0 otrw. �/ iT„,,, , . \, pr, 76,/,,,,... . ` 1 �a ���� 74 ;,-,' r 1Q 9 ,11" w G ® mo s4 r 41 _ xR't k � q I 1.4`. , ,reFT— i � % r c§S~ Ng -6�✓ r - s s rs X1 'Fa y ' --r. 0:® 8p . `� _ v n f °., NaaN11 �� III REEF ® ® 1'r ik 'N ; � - . 76-' i -II l QV- E + e8 �� I' / 1 �� [TV� . t I� r,:s. •, 4� 1 . ®- �,i'r tottsui IIPI-,.71,- :;1 WE 9p JB w 0 -g nj c � ta» te Niko-- \v A, , . ,,,, i ki. \\ xsxaw3s�3 7-C.--)--. ., glg ® 1 / u6p•ZI-61}\poo\00'6601\t+ LE'80:60 86 2111r1 61 VI. DESIGN GUIDELINES In an effort to provide a safe and efficient roadway system, the City should adopt certain roadway design standards for various road uses. Some situations may require additional analysis due to unforeseen conditions,but a defined base standard will eliminate confusion in most situations. The following sections outline typical standards for roadway cross section, parking requirement, access spacing and right-of-way requirements. The standards are based primarily on roadway functional classification (see Section II) and a defined roadway section as shown below. Functional Classification Roadway Section Principal Arterial Four-lane divided Minor Arterial Four-lane divided Major Collector Four-lane divided Four-lane undivided Minor Collector Four-lane undivided Three-lane Two-lane Local Two-lane The typical roadway sections can be defined as follows: Four-lane:A four-lane roadway that has two traffic lanes each direction.The roadway can be either divided with concrete median separating the travel lanes or undivided, which would consist of a double yellow stripe separating the lanes in each direction. Three-Lane: A three-lane section has a single traffic lane in each direction with a continuous center lane for left turning traffic. Two-Lane: A two-lane roadway has a single lane of traffic in each direction. A. Roadway Standards The development of roadways with sufficient capacity and right-of-way to accommodate existing and future travel demand is critical for an efficient transportation system.Roadways without enough lanes to accommodate traffic and demand,or that lack separate turn lanes to allow turning traffic to move out of the through traffic flow,have inadequate capacity.Capacity problems also result from Shakopee Transportation Plan WSB Project No.1049.00 38 an insufficient number of local(City)collector roads to direct traffic to the county road system and ultimately the State Trunk Highway System. Table 4 outlines the typical roadway cross sections based on each roadway functional classification. This Table illustrates a range of Average Daily Traffic (ADT)for each functional classification and corresponding roadway cross section. This will provide a basis to determine the minimum cross section required for urban and rural cross roadways for planning purposes. Other considerations that requires analysis during the planning of a typical roadway system include: • Existing development on both or one side of the roadway. • Existing and proposed access to the roadway. • Type of use that will be providing access to the roadway. • - Future needs of the roadway. • Frontage road development. B. Parking Needs The City will continue to review new developments for adequacy of off-street parking based upon need and potential for multi-use (shared parking) of parking facilities. These requirements are set forth in the City ordinances and codes. General guidelines for on-street parking in non-residential areas and/or collector streets involve a minimum of a 10-foot parking lane measured to the face of curb and a minimum of 20 feet for the length of a parking stall. Parking on residential streets is allowed on streets within the typical street section. C. Access Spacing Access to the City transportation system should be appropriately controlled in terms of driveway openings and side street intersections. The Metropolitan Council's Transportation Development Guide/Policy Plan identifies a policy framework within which the City of Shakopee Transportation Plan was developed.Access guidelines allow the City to have discretion in negotiating authority regarding access decisions. For each type of City street,the spacing of intersections and driveways should be limited according to the type of facility, as well as the volume of traffic that is to intersect the City street. This would minimize the negative impact the intersecting streets and driveways have on speed and level of service on the City roadway system. Residential, commercial and industrial access will be strongly directed to local streets.Property that is being developed or whose use is changing may be required to provide internal access to the site so as to reduce the number of driveways or Shakopee Transportation Plan WSB Project No.1049.00 39 street accesses to the system. Table 5 outlines minimum desirable access spacing guidelines. D. Right-of-Way Table 6 shows right-of-way requirements for different types of roadway cross sections. These guidelines should be considered for inclusion in the City's ordinances.These right-of-way widths could vary with topography and requirements for sidewalks or off-street facilities and are intended to provide minimum street needs and green space on right-of-way. Shakopee Transportation Plan WSB Project No.1049.00 40 T°�° OD rn J '- ' O N CD Z co ' N 0' O CID C4 CID 01 OD N O N N N QD Ce II � ...� y- 1 cor- N- co a— f O � c6 p I N N Ci/ (� c- N iso Z a- Ch (q N g , a N 7 a V F; FV_ F QOO N O vt OD N OD T- N N O d r �- r cq .ter z O O . 1 m T- e Z a— a— N . V N N N E a W W N O o o .- o • Zre — A p N p '- T- • QYcoT- N.. CV CV N r- CV ce 0. W Z CV OD N CO CV co u) CV O i .. i TT O N v , N N N t N 4z <` p 0 C) ' C) _ _ r i CD 0 NCr) N N CO 1. at O 7 O O O CD ami m v 33 5 U) 2 > c c 32> c w g a) a) CO 0 0) a) 0 CD Z CO CO CO CO J J J J LLJ v v 'Cr v N M v N 121 + p O O O o + O p p O O O 1- o M Oo nj aj t0 00 p0 M O O O p O p O O O ' O O O O 0 N '^�'^ to n O N ti a U) , C W13 O c Z }„ a J O P1I a v V a m0 � g o 0 0 co Q C C C t F— GC v a 2 E N cn U o w le g I ' C) J < aV e 0 C) 0 n N rn � •3 go 5 a) a) 0 ami v E T 2 2 - Ce N = c co ccoo2 m as o a m > - T r ,-- o U 0 O Ce 0 i- N• cc 1- y -I C O 0 0 a Z W 8 0-L U 2 J a Cin w 0 N O a) U 0 0 0 N O �onf O y cocoW Z > c T T T v g 0 a) 4' i- cn ~ c O 0 m • J U. II 0 0 0 ✓ p ami N O of O N coV M Z W > 5 T T N- IB.'N r7 g W I- o CL a y 2 Ce �cW z• N O 0 U a) 0 a) O ea�Ws O •— e 0D Nt N Z > Q T T T J J CO (0 z 1- < 0 0 Q z z• o v N T T •- =5 .r 0 O AaA), 0 ''` L^ ^^C '^ ta VI VJ 0 v W Ws aS C V V ca V 03 Q Q 3 ai N 0 CL 0 > CO p c 0 0 � a) C W p 0 �- F- ��... is 0 J co F- - � O O O ° • E > > 05 a CO in E t O N = a V 0 O p V O t- Q Ce 0 J I ..0 TABLE 6 RIGHT OF WAY GUIDELINES RIGHT OF WAY REQUIRED(1) FUNCTIONAL CLASSIFICATION ADT LANES URBAN RURAL Principal Arterial 30,000+ 4-Lane Divided 150 ft to 200 ft 200+ Minor Arterial 15,000-30,000 4 -Lane Divided 120 to 150 ft 150 ft to 200 ft Major Collector 7,500-18,000 4-Lane Undivided 100 ft 100 ft 10,000-25,000+ 4-Lane Divided 120 ft 150 ft Minor Collector 2,000-8,000 2-Lane 80 ft 100 ft 4,000- 16,000 3-Lane 80 ft 100 ft 7,500- 18,000 4-Lane Undivided 100 ft 100 ft Local 0-9000 2- Lane 60 ft 80 ft (1)-Additional R.O.W.width should be obtained for the addition of left and/or right turn lanes. Shakopee Transportation Plan 3/19/98 VII. RELATIONSHIP TO METROPOLITAN SYSTEM In 1995,the Metropolitan Council asked the City of Shakopee to address and expand their Transportation Plan as submitted with the Shakopee Comprehensive Plan. The City of Shakopee has undertaken a comprehensive approach to addressing transportation issues within the City that have regional implications. This approach includes: 1. An updated transportation plan 2. Support of regional programs and activities. A. Socio/Economic Characteristics Shakopee has a current estimated population of about 16,000. By the year 2020, population is expected to grow to about 34,000,while households will increase from about 5,500 to 13,500. Because the City provides a wide range of housing opportunities in both new and existing housing(71%is single-family housing while 29%is multi-family),the City is also home to persons with a wide range of incomes and increasingly, diverse backgrounds. The anticipated growth, coupled with the range of people living in Shakopee, dictates that the City's transportation system continue to do a good job of moving people within the City, and that it make the connections necessary to provide good access to the rest of the metropolitan area. Existing information on households,population and employment was collected and supplemented with projections for the year 2020. In order to better reflect the distribution of people and jobs, the City of Shakopee was divided into 63 Traffic Analysis Zones (TAZ). These are shown in Figure 6. The TAZ used for the study correspond to the Metropolitan Council TAZ for this area. Table 7 illustrates the existing and projected population, households and employment for the City of Shakopee. These figures represent the projected population,households and employment as outlined in the Metropolitan Council's Regional Blueprint. The City of Shakopee and the Metropolitan Council are in agreement on the City-wide totals of population, households and employment through the year 2020. Shakopee Transportation Plan WSB Project No.1049.00 44 cow 1.0 r CO M N r i . k O M d C .. ,- In N O 2 0 CO N O c'7) V • OOi m C �lY M O r� O M a O V N O `' 4 ° p Obi cN0 r r M E o 10 i h N ,(c) F as t0 ix) rM EN N_� co 0 Om 1Nr at) NMr M� MO N M C)) : „ M N N N O V C < : ! ",, , CI 2 (Q C) 'y 1. •C M O C. CD d _ " r O a oCN,I, C71 Vo (V N M O) CD 80 Z C o ui 11.1 0 m v _,!L,o 1- Cn ,; LI) M OD K) 00 i 11'3-.. N r O N Lo.- 11 .02a a) 0 2^000 oCO COO rn N M CA E O l'',-..7. N co N N U n to N tr) co O N v o L CO co CO O) O 7 t CO N N - i N U coN CO t•••a)2 7 M M O i‘- li O U c R M ia M M h N O C M COO CNO CO O M g N N N h D O ' J C O C a M N E 0 Q 1:! U o C..) Y C = !0 l0 O In O O In d 0 cm p N N M O O Z co V 0 z U W 2U I- 2 = o 0 0 0 0,... `6 M I W O CO (.),.‘ F 7 to V) O VIII. TRANSIT SYSTEM A. Local Bus Service The City of Shakopee is not served by the Metropolitan Transit Service. Instead,the City of Shakopee is the provider, through Shakopee Area Transit (SAT), of alternative transit services pursuant to Minnesota Statutes Section 473.388. Services currently provided are: 1. Local Dial a Ride Service, 2. Express bus service to Eden Prairie Center during peak hours, 3. Commuter van pools. The Dial a Ride and Van Pool programs have been operating since the fall of 1983. Peak hour, fixed route service was begun in the fall of 1994. The City currently purchases transit services from a number of providers, including; 1. Laidlaw Transit Services,Inc.—Dial a Ride, 2. Southwest Metro Transit Commission—Express bus service, 3. Van Pool Services, Inc. (VPSI)—Van pool services. Mission Statement: The City's current mission statement for transit is as follows: To evaluate and improve the performance,efficiency and productivity of the local transit system by identifying the transit service needs of all citizens,and delivering the appropriate transit services while balancing available energy and financial resources. Critical Issues: Generally,ridership levels overall have been steadily increasing. With the opening of the new Bloomington Ferry Bridge and TH 169, the pace of development in Shakopee has increased significantly. With the increased pace of development comes both increased population and substantially more jobs. It is anticipated that the City's transit services will need to expand to meet the increased demand generated by this growth. In order to meet increased demand, the City will need to work with other transit providers (e.g. Metro transit, Minnesota Valley Transit Authority and Southwest Metro Transit)to ensure that its residents can make the transit connections they need to get across the metropolitan area to jobs and other destinations. Each year the City prepares a transit management plan to accompany its transit budget. The 1998 management plan addresses possible van pool expansion, a Shakopee Transportation Plan WSB Project No.1049.00 47 possible new park and ride site, and peak hour connections to Southwest Metro Transit's circulator service. B. Park& Ride With increased residential development around the area of the intersection of TH 169 and CSAH 17(Marschall Road),the City has identified the need for a park and ride site in this area. Earlier this year, the City made application to the Metropolitan Council for capital improvement funds for the development of this park and ride site. In the future,the City will need to evaluate the need for other park and ride sites as development proceeds. Shakopee Transportation Plan WSB Project No.1049.00 48 IX. TRANSPORTATION PLAN IMPLEMENTATION A. Adoption of Plan The first step in implementing this plan is for it to be adopted by the Shakopee City Council. This would establish the guidelines by which decisions regarding transportation facilities will be made in the City. The implementation of transportation improvements should follow a set of transportation policies. The following are typical transportation policies which would provide the City with a safe and efficient transportation system: • New roadways should be constructed in conjunction with new developments and designed according to intended purpose and function. • Existing roadways should be upgraded when warranted by demonstrating safety, capacity or functional classification. • Access points to the system should be appropriately controlled in terms of driveway openings and side street intersections. Residential street systems should be designed to discourage through traffic and to be compatible with the City's pathway plan and other transportation modes including bicycles and walking. • The City will closely coordinate land use and development patterns with a continued development of a transportation system. B. Funding Sources Funding for construction and reconstruction can be obtained from a variety of sources including special assessments,and tax increment financing.The following discussions explain the possible sources of funding for the City transportation projects. Municipal State Aid Cities with populations of greater than 5,000 are eligible for funding assistance from the highway user Task Distribution Fund (gas tax and vehicle registration tax).These funds are allocated to a network of Municipal State Aid(MSA)streets. Currently,the City of Shakopee receives an apportionment per year for improvements to their MSA streets. These streets consist of 20%of all City streets and typically are the collector streets in the City. Assessments Properties that benefit from a roadway scheduled for improvement may be assessed for the cost of construction.In order to assess the owner,it must be demonstrated that the value of their property will increase by at least the amount of assessment. (This is addressed in the City of Shakopee Assessment Policy). Shakopee Transportation Plan WSB Project No.1049.00 49 Tax Increment Financing Tax increment financing is a method of funding improvements that are needed immediately by using the additional tax revenue that will be generated in future years within a specific district.Municipal bonds are used against the future tax revenue which will then be dedicated for the period of years for the repayment of the bonds or to other improvements within the district. C. Improvement Program Based on the identified roadway deficiencies, and the proposed transportation improvements, a list of transportation improvements has been developed which identifies individual projects and their relative timing. The actual timing of the improvements will be dictated as development occurs. Projects have been categorized into three groupings(years), 1998 to 2005, 2005 to 2010, and 2010 to 2020. The improvement projects have also been ranked 1 to 25 indicating which projects will provide the City with the best operating improvement that solves most critical roadway deficiencies. These rankings are based on assumptions that all anticipated development will occur and no other roadway improvements would be made. Table 8 presents the recommended transportation system improvements. Shakopee Transportation Plan WSB Project No.1049.00 50 TABLE 8 TRANSPORTATION IMPROVEMENTS PROJECT FACILITY SEGMENT IMPROVEMENT RESPONSIBILITY 1998 - 2005 17th Avenue CSAH 17 to CR 79 New 4 Lane Roadway with Turn Lanes City Shenandoah Dr 4th Avenue to CSAH 83 New 4 Lane Roadway with Turn Lanes City Vierling Dr. Adams St.(CSAH 15)to CSAH 69 New 4 Lane Roadway with Turn Lanes City Southbridge Pky CSAH 21 to CSAH 18 New 2 Lane Roadway with Turn Lanes City CSAH 17 at CSAH 42 Intersection Improvements County/City CSAH 18 at CSAH 21 Intersection Improvements County/City CSAH 83 at 17th Street(New Intersection) Intersection Improvements County/City CSAH 17 at Vierling Drive Intersection Improvements County/City CSAH 18 CSAH 16 to CSAH 21 New 4 Lane Roadway with Turn Lanes County CSAH 21 TH 169 to CSAH 42 New 4 Lane Roadway with Turn Lanes County 2005 - 2010 Spencer Street TH 169 to 10th Avenue Widen to 3 Lanes County/City 130th Street CSAH 69 to CSAH 17 Widen to 3 Lanes County/City CSAH 83 TH 169 to CSAH 42 Widen to 4 Lanes with Turn Lanes County 17th Avenue CSAH 15 to CSAH 17 New 4 Lane Roadway with Turn Lanes City Valley View Rd CSAH 83 to CSAH 21 New 2 Lane Roadway with Turn Lanes City Collector Rd 17th Avenue to CSAH 42 New 2 Lane Roadway City 10th Avenue at Spencer Street Intersection Improvements City 10th Avenue at Adams Street Intersection Improvements City CSAH 69 at Vierling Drive Intersection Improvements County/City 10th Avenue at Fuller Street Intersection Improvements City 2010 - 2020 10th Avenue CSAH 15 to CSAH 17 Widen with Turn Lanes City CSAH 42 CSAH 17 to CSAH 83 Widen to 4 Lanes with Turn Lanes County 4th Avenue Fuller Street to CSAH 83 Widen to 3 Lanes City CSAH 15 at Vierling Drive Intersection Improvements County/City CSAH 17 at 17th Avenue Intersection Improvements County/City CSAH 17 TH 169 to CSAH 101 Widen with Turn Lanes County Shakopee Transportation Plan 3/19/98 X. CONCLUSION Based on the analysis of the existing and future transportation system needs in the City of Shakopee,the following conclusions can be made: A. Major improvements needed, as identified in the transportation plan in the near future(1998 to the year 2005), are: 1. 17th Avenue-CSAH 17 to CSAH 83 new four-lane roadway with turn lanes at major intersections. 2. Shenandoah Drive-4th Avenue to CSAH 83,new four-lane roadway,with turn lanes at major intersections. 3. Vierling Drive- Spencer Street to CSAH 69,new four-lane roadway,with turn lanes at major intersections. 4. Vierling Drive-Sage Lane to Miller Street,upgrade four-lane roadway with turn lanes. 5. Realignment of CSAH 16 at CSAH 83. B. The majority of the improvements to the City's transportation system in the future, are related to the county road system. Good communication and coordination should be encouraged between the City and Scott County. C. The major County improvements required in the City as identified in the transportation plan in the near future, which also have been identified by Scott County include: 1. CSAH 18 (CSAH 16 to CSAH 21) 2. CSAH 21 (TH 169 to CSAH 42) 3. CSAH 42 (CSAH 17 to City Limits) D. The extension of Vierling Drive and the future extension of 17th Avenue as frontage road (relievers) to TH 169 and their classification as A Minor Arterials could provide additional funding opportunities in the future for these roadways. E. The City's transportation system, in order for it to be maintained at the level it currently has achieved, should be reviewed and analyzed on a routine basis. With potential changes in land use and development pressure in the City,the assumptions found in the transportation plan should be updated at least every five years. Shakopee Transportation Plan WSB Project No.1049.00 52 CITY OF SHAKOPEE Memorandum TO: Mayor& City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Discussion on 1998 Street Collector Street Projects and Collector Street Funding DATE: March 19, 1998 INTRODUCTION: This memorandum is an update of the February 3, 1998 memorandum to the Mayor, City Council, Mark McNeill and also a January 22, 1998 memorandum to Mark McNeill and Gregg Voxland on street collector projects and funding for these projects. Staff has met with many of the developers or property owners interested in these street collector projects, in order to facilitate improvements to their property and has determined a more exact list of projects and funding amounts needed for 1998. BACKGROUND: In the previous memo, staff had identified eight street collector projects in which the City participates in oversizing costs, sidewalks/trail costs and other costs in building the City's street collector system. These projects are as follows: 1. 4th Avenue, from CSAH 17 to Sarazin Street 2. Vierling Drive, from Sage Lane to Miller Street 3. 17th Avenue, from Sarazin Street to 1/2 Mile East 4. Vierling Drive, from CSAH 15 to Fuller Street 5. 17th Avenue, from CSAH 17 to 1/4 Mile West 6. East Dean Lake Street Collector 7. Vierling Drive, from Taylor Street to Presidential Lane 8. Canterbury Drive and Proposed Canterbury 5th Addition Staff has reviewed each project and has done further work to finalize the 1998 project list and associated funding. Additional information is as follows: PROJECT NO. 1 - 4TH AVENUE, FROM CSAH 17 TO EAST OF SARAZIN STREET This project should be deleted from the 1998 project list as this project is a reconstruction project and would include the installation of trails and sidewalks routes to facilitate pedestrian traffic in this area. Staff believes this can be delayed for at least 1 to 2 years as there is development activity in the parcel of land northeast of the intersection of 4th Avenue and Sarazin Street, and also the Knights of Columbus have indicated that the watermain line on 4th Avenue is not necessary for at least 1 to 2 years. PROJECT NO. 2 - VIERLING DRIVE, FROM SAGE LANE TO MILLER STREET The City has recently ordered this improvement project and the funding amount for the City has been estimated at $100,000 for improvements on Vierling Drive and for the City's cost share with the traffic control signal at Marschall Road and Vierling Drive. PROJECT NO. 3 - 17TH AVENUE, FROM SARAZIN STREET TO 1/2 MILE EAST Staff has met with School District's officials and their architect and also has development proposals in this area that will require this project for their development. In meeting the with the School's architect, it is the opinion of staff and the architect that constructing 17th Avenue improvements to provide access to the School District would be best in 1998, since the School must have access by August of 1999. The construction of 17th Avenue would facilitate in the building of the Elementary School building and their development. The scope of this project can be reduced to a 3/8 mile project. Also, this project should include the extension of watermain back to CSAH 17 and include a storm sewer outlet to the Mn/DOT linear pond in order to complete the stormwater and watermain infrastructure facilities in this area. At this time staff is coordinating the needs of the developers and the School District in order to provide a 1998 project. The City's funding amount, due to a reduced project length, will be also be reduced to an estimated amount of$120,000. PROJECT NO. 4 -VIERLING DRIVE, FROM CSAH 15 TO FULLER STREET Staff will be recommending only installing 1/2 of the road length at this time and the City's funding amount for this portion is estimated at $60,000. PROJECT NO. 5 - 17TH AVENUE, FROM CSAH 17 TO 1/4 MILE WEST Staff has been working with the Weston Ponds developer and property owners in this area to coordinate a public improvement project in order to install the necessary infrastructure in this area, to facilitate the commercial development to the north and the multi- residential development that has been approved by City Council. The City's funding level for this project is estimated to be at$100,000. PROJECT NO. 6 - EAST DEAN LAKE STREET COLLECTOR This project is out for bids at this time and this street has been renamed to Southbridge Parkway. The City's cost participation, as agreed upon by the developers and the City Council, is $75,000 for the bituminous trail along this collector. PROJECT NO. 7 -VIERLING DRIVE, FROM TAYLOR STREET TO PRESIDENTIAL LANE This project was authorized by Council in 1997 and built in 1997. However, the State Aid funding has not been received. This project is included in the collector street discussion as the funding amount has not been included in the State Aid funding analysis. PROJECT NO. 8 - CANTERBURY DRIVE AND PROPOSED CANTERBURY 5TH ADDITION This project is associated with the Seagate development and was not included in the 1998 Capital Improvement Project. The City's cost share is estimated at $500,000 for 50% of the reconstruction of 12th Avenue West, formerly known as Canterbury Drive and for the bituminous trail along Vierling Drive in Canterbury 5th Addition. Included with this memorandum are revised Capital Improvement Projects Funding Financial Worksheets, which include revised project amounts for the various street collector projects with the addition and deletion of projects as mentioned in this memo. Previously, the 1998 Capital Improvement Fund had a total expenditure estimated at $765,117, likewise, the 1998 projection for State Aid expenditure on the various projects was estimated at $525,000. The revised funding amounts for the Capital Improvement and State Aid Funds are as follows: CAPITAL IMPROVEMENT FUND The main revisions in the Capital Improvement Fund has been in the area of land acquisition for the Fire Station which is no longer needed, since the Fire Station has been selected in the Lions Park area. Land acquisition south of the bypass has been reduced due to a revised estimate from $450,000 to $200,000, and the 12th Avenue extension in the Seagate project has been added which is $500,000. The revised total expenditure amount for the CIF is $867,617 as compared to the previous amount of$765,117 in the 1998 Budget. STATE AID FUNDING In the State Aid funding summary, the main revisions are the deletion of 4th Avenue, from CSAH 17 to east of Sarazin Street from the 1998 project list, and the addition of the 17th Avenue extension project west of C.R. 17 in the year 1998. The revised total expenditure amount for State Aid is $325,000 as compared to $525,000 in the 1998 Budget. The amount of funds available in the State Aid Account is $278,356.99 after the $180,000 State Aid request is received for the Vierling Drive, from Taylor Street to Presidential Lane Project. It should be noted that the maintenance allocation of$117,385 is placed in the CIF for use in future street collectors. Also, the City can request an advancement up to $500,000 for State Aid Projects. This advancement is interest free and next year's allocation will be used in restoring the State Aid Fund balance. Staff will provide a brief presentation at the work session on the funding of street collectors which are needed in order to facilitate the orderly development of the property within the MUSA area. 41-e Otry Bruce Loney Public Works Director BL/pmp PROJECTS t`)n LO 000 et 0 0 CD CD CV + r CO N 0 0 et et CO U) o 14) d o v rn O co N- et 0) 0) v N. N U) COerO ertCO O O NT- M t1) O O U) O) O M i . N N N CO N 69 U) COLO 0 0 CND r CO t() ' to CO r N O N N CO 0 Ill O CO Or et eh CLO LO O) N 69 tf) CCOO et O 0 el" N E Or M tf) O O N CO Oc.i O tf) ci O O U) M C) N M r et N N N LC) O L C. 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N E9 E9 E9 0 CO CO 0 (O (0 W O 0) 0) CL 52 O CO M (0 00) C0o a0 0) m E9 E9 E . I- Ill o = 4 CL LLI IS 4- c En O IX u. CO 0w a Q U O. U V. v_ N N OO)) O g N N V H N M w E9 E9 CO' L 2 (I) 07 arI- co t 0d d Y u) 0) O co ' ►. f_ o. o Z U c' > w W 0 a) W cQ a a > '- 2 O N (.a CO Z O iv +60 O W W W ~ aIII ww12 H R Q' a' I- CITY OF SHAKOPEE Memorandum TO: Mayor& City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Discussion of 1998 Street Collector Project DATE: February 3, 1998 INTRODUCTION: This memorandum is intended to outline the potential number of street collector projects that have been constructed or will be constructed in 1998 and that affect the State Aid/Capital Improvement Funding. Staff intends to discuss these projects and estimated costs with Council, and to have Council provide direction as to project priorities and funding for these projects. BACKGROUND: For 1998, staff has identified eight (8) street collector projects in which the City participates in the oversizing costs, sidewalk/trail costs and other costs on these type of projects. Attached to this memorandum is a memorandum sent to Mark McNeill and Gregg Voxland, which lists the potential projects and the estimated City costs. Also, attached to that memo is a map showing the various projects and copies of the Capital Improvement Fund and State Aid Fund estimated costs, as contained in the 1998 City Budget. From this project list, the potential costs for street collector improvements for 1998 is estimated at $1,550,000 from the State Aid/Capital Improvement Fund sources and an additional $200,000 from tax levy funding for the 4th Avenue Reconstruction Project for total funding needs of $1,755,000. This includes the proposed Canterbury Drive improvement, in which the City has tentatively agreed for a 50% participation in the reconstruction of that road for the Seagate Project. In the 1998 City Budget, under the Capital Improvement Program, staff had included $200,117 Capital Improvement Funds and $525,117 State Aid Funds to be used on street collector projects in 1998. The Canterbury Drive Project for the Seagate proposal has a City cost estimate of$500,000 which brings the estimated City total cost of$1,225,117. The potential shortfall, if all projects are constructed, is estimated at $500,000 and the funding alternatives for these are as follows: • Capital Improvement Fund • Excess General Fund Balance • Delete Projects to be Constructed for 1998 to Reduce the City's Costs for 1998. Staff believes it is important to discuss these projects and for Council to provide direction on the number and priority of projects to be done in 1998 and funding alternatives. ALTERNATIVES: 1. Discuss the 1998 street collector projects and provide staff direction on the project priority funding sources for these projects. 2. Table this item for additional information. RECOMMENDATION: Discuss 1998 street collector projects with staff and provide direction. ACTION REOUESTED: Request Council to provide direction on project priorities for 1998 and funding sources to complete these projects. Bruce Loney Public Works Director BL/pmp FUNDING CITY OF SHAKOPEE Memorandum TO: Mark McNeill, City Administrator Gregg Voxland, Finance Director FROM: Bruce Loney, Public Works Director SUBJECT: 1998 Street Collector Projects and Associated City Cost DATE: January 22, 1998 This memorandum is to provide information on the potential number of projects that would involve constructing street collectors in the City of Shakopee and its associated project cost that are the responsibility of the City. The following are a list of projects as indicated in the 1998 CIP, or potential projects that have been added due to recent development activity in the City of Shakopee. These projects are as follows with indicated City cost amounts: PROJECT DESCRIPTION STATE AID/CIF FUNDING TAX LEVY FUNDING l.) 4th Avenue from CSAH $200,000 $200,000 17 to East of Sarazin Street 2) Vierling Drive from Sage $100,000 Lane to Miller Street 3) 17th Avenue from Sarazin $200,000 Street to 1/2 mile East 4) Vierling Drive from CSAH $200,000 15 to Fuller Street 5) 17th Avenue from CSAH $100,000 17 to 1/4 mile West 6) East Dean Lake Street Collector $ 75,000 7) Vierling Drive from Taylor $180,000 Street to Presidential Lane • 8) Canterbury Drive in proposed $500,000 Canterbury Park 5th Addition The potential City cost for street collector improvements for 1998 is estimated at$1,555,000 for State Aid/CIF Funding, and$200,000 of Tax Levy Funding for a total of$1,755,000. Currently the State Aid balance for the City of Shakopee is at a $106,000, and for 1998 an additional $358,000 is the construction yearly allocation from the Municipal State Aid account. This gives the City a total of$460,000 in State Aid Funds available in 1998. The State Aid office has recently added a ruling in which cities can take advancements in their State Aid accounts to construct Municipal State Aid projects to a maximum amount of$500,000. In the 1998 Capital Improvements Program, and for the year 1998,the Capital Improvement Fund expenditure total was estimated at$765,117. Of this amount, $85,000 was indicated for land acquisition for fire stations, $30,000 for preemptive systems, $450,000 for land acquisition south of the bypass parks, and $200,000 for roadway improvements. The City does also receive a maintenance allocation from the State Aid office in the amount of $100,000 a year which is currently being collected and placed in Capital Improvement Funds. In review of the City's potential project costs for 1998,the City will need an additional $890,000 in order to fund all of the street collector projects. These additional funds can be obtained from a combination of advancements from the State Aid Account advancement of$500,000 and additional expenditures from the Capital Improvement Fund. It should be pointed out that the Canterbury Drive Improvement Project for the Seagate proposal was not anticipated in the Capital Improvement Program. This memorandum is intended to indicate the potential projects that could occur in 1998 to facilitate developments in the City, and also to indicate an increase funding expenditure amount needed to construct these projects, or to eliminate some projects from 1998 construction. After reviewing this memo, I would suggest a meeting to look at the alternatives for funding, or to discuss a priority in these projects with the City Council. 474-1/ race Loney Public Works Director BL:tw CC: Michael Leek, Community Development Director Joel Rutherford, Assistant City Engineer D Iffit. \\'it Als=m mei i ., 0.74 k, Ir CO 7C c4 1 co z ■R E ► ' _% �p p►u LT 1 ®mmm®via• ggr'll +- f-17=1 rT173 [ ►r c__ _i Tl '. ®m®® ,� � ,,I ®C1lm®®m� ti.►,, o L.�®mmuu q ► . -1 0 r „ ,,,:--,,,,,..• ,-..-7,,,-0 ALJ®�m'm11 1►►s. ,-.. -,i ....,num i 10”WI..II 1.,• ,,,,4,=,j,-;:i 0 .,,,, , .:,"1/ i r' .wq pJJJ 7 -..‘ ,j'e I il.i . 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N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N > 20 H � . S. 4f' CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Mark McNeill. City Administrator SUBJECT: Refuse/Recycling Pickup Questions DATE: March 19, 1998 INTRODUCTION: Scheduled to be discussed at the March 24th workshop meeting are questions relating to refuse and recycling pickup. BACKGROUND: As of February 15th, Waste Management Inc. (WMI)became responsible for the garbage and recycling billing which had previously been handled by SPUC. After in initial flurry of calls from residents with questions, most people seem to have accepted the change. However, some did question the overall concepts in the City's policy,primarily why an individual resident doesn't have the ability to choose their own hauler. OPTIONS: Cities typically select one of three methods for garbage pickup: 1. Pickup by City Employees - In this case,the City owns the trucks, and City employees do the actual pickup. Containers may either be owned by the City, or by the property owner, as long as they comply with certain weight and size restrictions. 2. "Open" System -This is a system used by neighboring communities such as Prior Lake and Savage,which allows property owners to make their own arrangements for garbage pickup -the City is not involved, other than licensing haulers. 3. "Closed" System - This is what Shakopee has had since 1962. Under this organized system,the City chooses a single company to do the hauling for its residents. The advantage of the closed system is that it eliminates multiple garbage trucks going up and down streets - this helps to preserve streets longer, as garbage trucks are heavy and notoriously hard on driving surfaces. Safety is enhanced, as eliminating a number of trucks in residential neighborhoods proportionately reduces the chance of • pedestrian/vehicle accidents. From an aesthetic standpoint, it also allows all garbage to be placed curbside (or in the alleys) on the same day, rather than having different haulers picking up potentially every day of the week. ' PROBLEM: This issue came to the forefront at the time that the billing system was changed over. Apparently, for some time now, if a resident did not want to go with the City's system, either City staff or SPUC allowed people to individually opt-out. This less stringent enforcement appears to be consistent with the desires of earlier City Councils,but is in conflict with the City's own ordinance, (Section 3.15 Subd. 3)which states "Within the refuse/recycling service area, the City's contractor shall collect and dispose of refuse and recyclable materials from single family dwellings, duplexes, and triplexes. Owners of residential property larger than triplexes, individual householders outside the refuse/recycling service area and all business establishments shall contract with refuse collectors directly and may not receive City collection service In the event that a property is found to be without refuse collection service,that address shall be added to the list of addresses served by the City's contractor, and the service provided and billed for accordingly." (Note: The "service area" described above is roughly the sewered area of Shakopee. Residents in the rural area of Shakopee make their own arrangements with licensed haulers.) There are several residential properties who have pickup from companies other than WMI, or who have otherwise been exempted by the City. DISCUSSION: WMI has a franchise, and is desirous of maintaining its exclusivity to the greatest extent possible - allowing the wholesale ability of residents to choose their own service reduces the number of WMI customers,which may impact the rates charged to remaining customers. It also conflicts with the desired benefits of the City of having a single hauler. There is also a need to comply with State law, which requires cities to ensure that all properties have proper garbage pickup. One of the intents of that State law was to reduce the amount of illegal dumping - if people are paying for garbage pickup, it is less likely that they will dispose of their trash in roadside ditches, City park waste containers, or commercial dumpsters. We anticipate that it would be unpopular with the current"nonusers"to require them now to drop their existing hauler, and go with WMI. I also understand that a few of these may have been grandfathered from their earlier haulers at the time that the City made the transition to an organized type of collection. However, in order to be in compliance with City ordinance, the City should enforce the WMI restriction. The WMI contract language is not as definitive however, ("the Hauler shall collect from all single family residences....that desire collection services..."). The Council may wish to consider possible exceptions. What I propose is having the City Council modify City ordinance which would exempt a need for City contractor pickup, if the resident can demonstrate a legitimate method of garbage pickup that would not require a competing hauler to come into the area. In addition,those who have been using another licensed hauler prior to the February 15, 1998 billing changeover would be"grandfathered", and allowed to continue with that service provider. RECYCLING: People have asked why they are being charged to recycle, and if they can recycle on their own and save the fee. The State requires curbside recycling pickup in communities the size of Shakopee. Therefore,no • exemption is possible. Previously, recycling was not listed as a separate line item on the SPUC bill,but they were being charged. However, as of January 1st,the State requires a 9.75% sales tax be added to garbage pickup,but no such collection is required for recycling. Therefore, it is saving Shakopee users money by having a recycling fee which is listed separately. It should be noted that the fee is actually for the curbside pickup (it costs the same to pickup recycling curbside as it does garbage). WMI and other recyclers try to make the actual recycling portion as self sufficient as possible. Whether it is self supporting, or profitable depends upon markets for the particular material. Those markets are quite volatile. ACTION REQUIRED: The Council is asked to reaffirm the stated intent of City ordinance and WMI contract, and to give direction on whether a change in City ordinance should be drafted to allow for exemptions as described herein. Mark McNeill City Administrator MM:tw Waste Management-Savage 12448 Pennsylvania Avenue South A Waste Management Company Savage, Minnesota 55378 M 9 P Y 612/890-1100•FAX: 612/890-5143 January 16, 1998 Mr. Mark McNeill City Administrator City of Shakopee 129 S. Holmes Street Shakopee, MN 55379 Dear Mark: The purpose of this letter is to provide information regarding the matter of the 143 residents that are not receiving refuse service from Waste Management within the service area. Section 3.15, subdivision 3, of Shakopee's ordinance governing collection and disposal of refuse requires that "Within the refuse/recycling service area, the City's contractor shall collect and dispose of refuse and recyclable mateirals from single family dwellings, duplexes and triplexes...In the event that a property is found to be without refuse collection service, that address shall be added to the list of addresses served by the City's contractor, and the service provided and billed for accordingly." The City's ordinance allows for only one collector within the service area for single family, duplexes and triplexes, which is the City's contractor. And our contract states that "The Hauler shall collect from all single family dwellings, duplexes, and triplexes that desire collection services and are located in the Refuse/Recycling Service Area of the City." Only residents that had been customers of Shakopee Services in the past were exempted from this rule. Since Waste Management acquired Shakopee Services in 1994, we believe there should be no other commercial waste haulers servicing these residents in the City of Shakopee. Whether you want to allow residents to self-haul their waste is a matter your ordinance does not seem to address. Your obligation as a City to ensure residents are properly managing their waste (i.e., not dumping in ditches or in commercial dumpsters) is the critical issue here. I will enclose a copy of your ordinance, a letter to a commercial waste hauler from the Assistant City Administrator dated November 19, 1993, and an internal Waste Management memo dated May 6, 1994 regarding our acquisition of Shakopee Services. I look forward to discussing this further with you. Thank you. Sincerely, 116)40 if A Deborah Loon•sgoo• Director of Municipal Marketing VJ a division of Waste Management of Minnesota, Inc. 111°jamAll November 19, 1993 SHAKOPEE Dear Shakopee Licensed Refuse Hauler: The purpose of this correspondence is to clear up any misunderstandings that may exist in regard to who is responsible for collecting refuse within the City's refuse/recycling service area. Shown in attachment #1 is Section 3.15 of the Shakopee City Code. This section of the City Code regulates recycling and refuse disposal. The ordinance specifies that the City of Shakopee will be responsible for selecting a contractor to collect and dispose of refuse and recyclables from all single family dwellings, uslexes and defined as the areaa north of the proposed Oes within the g service area., The refuse/recycling service area Bypass (See Attachment #2). Some residents within the Shakopee refuse/recycling service area have the impression that the City operates under an open hauling system. This in not the case. Previously, Shakopee Services had been given grandfather status in regards to the City Ordinance since that had been operating in Shakopee since 1962. Some residents may have interpreted this to mean that an open system existed. This was a false assumption. Within the next quarter, an audit of all households within the City's refuse/recycling service area will be taken. Following the audit, the City will be converting all single family dwelling, duplexes and tri-plexes to the City's refuse program. Prior to the conversion, we will be in touch with those haulers who may be collecting from households within the refuse/recycling service area to provide for a smooth transition. I want to point out that the area south of the proposed 101 Bypass is available for_open collection. Commercial and Industrial businesses within the entire City limits are also available for open collection. Between now and the completion of the audit, we would appreciate your assistance in directing any calls that you may receive from new customers that fall under the control of the City's refuse collection ordinance to contact Shakopee Public Utilities at 445-1988 to schedule their refuse collection. If you have any questions relative to the information presented herein, please feel free to call me at 445-3650. Sincerely, Barr A. Stock Assistant City Administrator Enclosures BAS/tiv COMMUNITY PRIDE SINCE 1857 ' 129 Holmes Street South- Shakopee,Minnesota• 55379-1351 • 612-445-3650 • FAX 612-445-6718 WW11 c, - for billing and collection costs associated with additional refuse carts. 4 . The Hauler shall provide, upon request, in lieu of the 64 gallon refuse cart, a 32 gallon cart. The contract rate for weekly collection of a 32 gallon refuse cart shall be $11. 67 per month. 5 . Household appliances, large amounts of brush, remodeling refuse, and containable refuse shall be collected by the Hauler if the resident calls the office of the Hauler and makes necessary arrangements. Such service shall be billed to said resident by volume, time or both. These special service shall be billed and collected by the Hauler. SERVICE AREA The Hauler shall collect from all single family dwellings, duplexes, and triplexes that desire collection services and are located in the Refuse/Recycling Service Area of the City. The Hauler will provide the City with a collection route map and will alter routes to comply with City road weight restrictions where ill the City has a clearly established policy. The Hauler shall be responsible for notifying customers 10 days in advance of any route change. ADDITION OF CUSTOMERS In the event that a property is found to be without refuse collection service, that address shall be added to the list of addresses served by the City' s contractor, and the service provided and billed for accordingly. EQUIPMENT The Hauler shall furnish proper compactor units and other necessary collection equipment. The Hauler also shall furnish all necessary help and labor in the performance of his contract and to dispose of all such refuse so collected in a lawful manner. CHARGES The fee for refuse collection and collection of recyclable materials shall be set by the City Council. For single family dwellings, duplexes, and triplexes in the refuse/recycling service area, the City shall include a notice of the refuse/recycling disposal charges that are due, at the same times and intervals, to the same person, in the same manner, and together with, the water and sewer billings. -2- 14 I Iac-h l nT I 3 . 15 SEC.3.15. RULES AND REGULATIONS RELATING TO SOURCE SEPARATION,COLLECTION AND DISPOSAL OF REFUSE.- Subd. 1. Definitions. As used in this Section, the following terms shall have the following meanings: A. "Refuse" means and includes garbage, refuse and litter as defined in Chapter 10 of the City.Code, but shall exclude construction materials. B. "Newspaper" means paper of the type commonly referred to as newsprint. C. "Cans" means all disposable containers made and fabricated primarily of metal, aluminum and tin. D. "Glass" means and includes products used as bottles, jars and other glass containers, excluding however, blue and flat glass commonly known as "window glass". E. "Receptacle" means individual containers constructed of weather proof, insect and rodent proof materials such as plastic or metal for refuse and recycling purposes. F. "Recycling" means any process by which materials which would otherwise become solid waste are collected, separated or processed and returned to the economic mainstream in the form of raw materials or products. G. "Yard Waste" means grass clippings and leaves. H. "Refuse/Recycling Service Area" means the area in which the City shall contract for the collection and disposal of refuse, recyclable materials and yard waste, defined as the area north of the proposed 101 by-pass. I. "Recyclable Materials"means materials which can be reused through recycling, including newspaper, glass, cans and yard waste. Subd. 2. Disposal Required. Every person shall, in a sanitary manner, store and dispose of refuse and recyclable materials that may accumulate upon property owned or occupied by that person in accordance with the terms of this Section. Refuse shall be collected or otherwise disposed of at least once a week. Subd. 3. By Whom. Within the refuse/recycling service area, the City's contractor shall collect and dispose of refuse and recyclable materials from single family dwellings, duplexes, and triplexes. Owners of residential property larger than triplexes, individual householders outside the refuse/recycling service area, and all business establishments shall contract with refuse collectors directly and may not receive City collection service. Refuse shall be collected weekly. In the event that a property is found to be without refuse collection service, that address shall be added to the list of addresses served by the City's contractor, and the service provided and billed for accordingly. Subd. 4. Kind and Placement of Receptacles. 1991 ed. 230 'r § 3 . 15 A. Residential Units. The refuse hauler shall provide separate refuse and recycling receptacles to each living unit in a single family dwelling, duplex, or triplex. The refuse receptacles shall be made of plastic and shall not exceed 65 gallons in capacity. These receptacles shall be water-tight and equipped with handles and a substantially tight-fitting cover to prevent the disturbance of contents thereof by cats and dogs, and to prevent the propagation of, and infestation by, rats, flies, and other vermin. The refuse hauler also shall provide each living unit with a 30-gallon recycling receptacle. The recycling receptacle shall be constructed of weather proof, insect and rodent proof material such as plastic. The cost of the receptacles shall be included in the refuse collection fees. B. Commercial and Industrial Establishments. The owner of any residential unit larger than a triplex, and the manager of any business shall provide refuse receptacles. The refuse receptacle or receptacles shall be in excess of 65 gallons in capacity, and shall be of sufficient size and/or number to handle the accumulation of refuse between collections by the hauler. These receptacles shall be water-tight and equipped with substantially tight-fitting covers to prevent the disturbance of contents, and to prevent the propagation of, and infestation by rats, flies, and other vermin. They shall be well maintained and bear identification of the refuse hauler supplying the containers, including the phone number. C. Placement of Receptacles. Insofar as practical, receptacles shall be kept in the rear yard of homes and other places served as near to the alley and accessible to the collector as possible, and in those instances where homes and other places are not adjacent to alleys, the receptacles shall be placed on the driveway or other place convenient to the collector by 6:00 A.M. on the designated day of collection. Receptacles shall be removed by 7:00 P.M. on the designated day of collection and shall not otherwise be stored in areas of the front yard visible from the front curb line. D. Wrapped. All refuse from residential units shall be wrapped. Subd. 5. Separation of Recyclable Materials. Recyclable materials collected by the City's contractor shall be separated, prepared and placed for collection in the manner hereinafter set forth. A. Newspapers. Newspaper shall be placed into the recycling receptacle directly or neatly packaged and securely tied bundles not exceeding fifty (50) pounds, or neatly packed into strong or doubled paper bags. B. Cans. Cans shall be placed into a paper bag or directly deposited within the recycling receptacle. C. Glass. Glass shall be free from all food and liquid or other substances and placed into a paper bag and deposited within the recycling receptacle. Any metal caps or other metal shall be removed. D. Yard Waste. Yard waste shall be placed in bags or other suitable containers. Yard waste should be free from refuse. 1553 ed. 231 Ocie-h t nT 1 § 3 . 15 SEC.3.15. RULES AND REGULATIONS RELATING TO SOURCE SEPARATION,COLLECTION AND DISPOSAL OF REFUSE. Subd. 1. Definitions. As used in this Section, the following terms shall have the following meanings: A. "Refuse" means and includes garbage, refuse and litter as defined in Chapter 10 of the CityCode, but shall exclude construction materials. B. "Newspaper" means paper of the type commonly referred to as newsprint. C. "Cans" means all disposable containers made and fabricated primarily of metal, aluminum and tin. D. "Glass" means and includes products used as bottles, jars and other glass containers, excluding however, blue and flat glass commonly known as "window glass". E. "Receptacle" means individual containers constructed of weather proof, insect and rodent proof materials such as plastic or metal for refuse and recycling purposes. F. "Recycling" means any process by which materials which would otherwise become solid waste are collected, separated or processed and returned to the economic mainstream in the form of raw materials or products. G. "Yard Waste" means grass clippings and leaves. H. "Refuse/Recycling Service Area" means the area in which the City shall contract for the collection and disposal of refuse, recyclable materials and yard waste, defined as the area north of the proposed 101 by-pass. I. "Recyclable Materials"means materials which can be reused through recycling, including newspaper, glass, cans and yard waste. Subd. 2. Disposal Required. Every person shall, in a sanitary manner, store and dispose of refuse and recyclable materials that may accumulate upon property owned or occupied by that person in accordance with the terms of this Section. Refuse shall be collected or otherwise disposed of at least once a week. Subd. 3. By Whom. Within the refuse/recycling service area, the City's contractor shall collect and dispose of refuse and recyclable materials from single family dwellings, duplexes, and triplexes. Owners of residential property larger than triplexes, individual householders outside the refuse/recycling service area, and all business establishments shall contract with refuse collectors directly and may not receive City collection service. Refuse shall be collected weekly. In the event that a property is found to be without refuse collection service, that address shall be added to the list of addresses served by the City's contractor, and the service provided and billed for accordingly. Subd. 4. Kind and Placement of Receptacles. 1993 ed. 230 § 3 . 15 Subd. 6. Fees. The City shall charge a fee for the collection and disposal of refuse and recyclable materials. The fee shall be set annually by the City Council. Subd. 7. Billing. For single family dwellings, duplexes, and triplexes in the refuse/recycling service area, the City shall include a notice of the refuse/recycling disposal charges that are due, at the same times and intervals, to the same person, in the same manner, and together with, the water and sewer billings. Subd. 8. Illegal Acts. A. General Prohibition. No person shall collect, haul, or dispose of refuse or recyclable materials collected in the City of Shakopee except as provided in this Section. B. Storing of Refuse. It is unlawful for any person to throw, place or deposit rubbish in any street, alley, sidewalk or on any public or private property except in a receptacle as described in this Section. C. Removal of Refuse. It is unlawful for any person to remove any refuse from a receptacle other than the refuse haulers or persons having the consent of the owner or occupant of the property served or law enforcement agencies in the pursuit of evidence. D. Property Maintenance. The owner and occupant of any private property shall maintain the property in a condition free of strewn or piled refuse. E. Adequate Receptacles. The owner of any residential unit larger than a triplex, and the manager of any business shall provide sufficient refuse receptacles to contain all refuse generated at that location. F. Removal of Recyclable Materials. From the time of placement of the recyclable materials at the curb or other designated place of collection, said recyclable materials shall become and be the property of the City or its duly authorized contractor as determined by the City. It is unlawful for any person other than as specified in this Section to collect or cause to be collected any recyclable materials placed at the curb or other designated place for collection. Any and each such unauthorized collection in violation hereof from one or more residences shall constitute a separate distinct offense. G. Unwarranted Disposal. It is unlawful for any person to throw, place or deposit refuse, recyclable materials, construction materials, or brush upon public or private property unless otherwise permitted by the property owner. Subd. 9. License Requirements. A. Each person desiring to collect, haul, or dispose of refuse or recyclable materials shall first secure a license from the City. B. The license shall be valid for one calendar year and shall expire on December 31 of each year unless revoked sooner. For the purposes of implementing this 1993 ed. 232 § 3 . 15 Chapter, all persons engaged in the business of refuse collection shall secure a license by January 1, 1992. C. An applicant for a license shall make application to the City Clerk through forms and procedures prescribed by the City Clerk. The application for a license shall contain the following information: 1. A list of the equipment proposed to be used in the collection, including information about the number, type, license number, and capacity of the collection vehicles and equipment to be used in the City of Shakopee. 2. A description of the services to be rendered, including a brief description of recycling service offered. 3. The place or places to which mixed municipal solid waste are to be hauled. 4. A general description of the applicant's service area. This description need not include information about specific customers. D. An applicant must provide insurance as required by the City. This shall include $1,000,000 coverage of comprehensive general liability, personal injury, and automobile liability, completed operations. Insurance certificates evidencing that this insurance is in force with companies licensed in the State of Minnesota shall be provided to the City prior to approval of the license. • E. The annual license fee shall be established by Resolution of the City Council. F. The City Clerk shall issue licenses only after receipt and review of all required forms, certificates, and fees. Upon review of the documents submitted, the City Clerk shall issue a license if the documents comply with the provisions of this Chapter. Subd. 10. Exemptions. The license requirements of this Chapter shall not apply to those entities listed below, provided that the following conditions are met: A. Refuse shall be hauled in containers equipped with tight-fitting covers and which are also water-tight on all sides and the bottom. B. Refuse and recyclables are hauled in a manner that prevents leakage or any possibility of a loss of cargo. C. Refuse shall be disposed of only at designated sanitary landfills or other facilities authorized by Scott County. D. Recyclable materials shall be disposed of only at a recycling facility, an organized recycling drive, or through licensed collectors. E. Yard waste shall be privately composted, or disposed of at a composting facility authorized by Scott County, or through a licensed collector. 1993 ed. 233 § 3 . 15 Subd. 6. Fees. The City shall charge a fee for the collection and disposal of refuse and recyclable materials. The fee shall be set annually by the City Council. Subd. 7. Billing. For single family dwellings, duplexes, and triplexes in the refuse/recycling service area, the City shall include a notice of the refuse/recycling disposal charges that are due, at the same times and intervals, to the same person, in the same manner, and together with, the water and sewer billings. Subd. 8. Illegal Acts. A. General Prohibition. No person shall collect, haul, or dispose of refuse or recyclable materials collected in the City of Shakopee except as provided in this Section. B. Storing of Refuse. It is unlawful for any person to throw, place or deposit rubbish in any street, alley, sidewalk or on any public or private property except in a receptacle as described in this Section. C. Removal of Refuse. It is unlawful for any person to remove any refuse from a receptacle other than the refuse haulers or persons having the consent of the owner or occupant of the property served or law enforcement agencies in the pursuit of evidence. D. Property Maintenance. The owner and occupant of any private property shall maintain the property in a condition free of strewn or piled refuse. E. Adequate Receptacles. The owner of any residential unit larger than a triplex, and the manager of any business shall provide sufficient refuse receptacles to contain all refuse generated at that location. F. Removal of Recyclable Materials. From the time of placement of the recyclable materials at the curb or other designated place of collection, said recyclable materials shall become and be the property of the City or its duly authorized contractor as determined by the City. It is unlawful for any person other than as specified in this Section to collect or cause to be collected any recyclable materials placed at the curb or other designated place for collection. Any and each such unauthorized collection in violation hereof from one or more residences shall constitute a separate distinct offense. G. Unwarranted Disposal. It is unlawful for any person to throw, place or deposit refuse, recyclable materials, construction materials, or brush upon public or private property unless otherwise permitted by the property owner. Subd. 9. License Requirements. A. Each person desiring to collect, haul, or dispose of refuse or recyclable materials shall first secure a license from the City. B. The license shall be valid for one calendar year and shall expire on December 31 of each year unless revoked sooner. For the purposes of implementing this 1993 ed. 232 § 3 . 15 Exempt entities are as follows: (1) non-profit groups participating in recycling programs; (2) persons who haul garbage, refuse, or recyclables from their own residences or business properties; (3) companies renting a dumpster or bin for construction debris. Subd. 11. Duties and Obligations of the Licensed Hauler. A licensed hauler must comply with the following operational requirements. Failure to observe these provisions may be a basis for suspension or revocation of a license: A. The licensee shall operate in a manner consistent with its application materials and shall provide notice to the City within ten (10) days of any changes in the information, forms, or certificates filed as a part of the license application process (except for the thirty-day notice required for insurance in Subd. 14.D). B. No collections of refuse or recyclable materials shall be made except between the hours of 6:30 A.M. and 6:00 P.M., Monday through Friday. Operations during these hours also may be conducted on Saturdays, to accommodate recognized national holidays and snow emergencies. Customers shall be notified of the specific day and approximate hours for the collection of their refuse and recyclable materials and the licensee shall collect the materials within those time periods. C. Each licensed hauler shall only use vehicles and equipment so constructed that the contents will not leak or spill. The vehicles and equipment also shall be kept clean and free from offensive odor, and shall not stand in any street, alley, or public place longer than is reasonably necessary to collect mixed municipal solid waste. The licensee also shall ensure that the collection site is left tidy and free of litter. D. Each licensed hauler shall provide its customers with an opportunity to recycle through the weekly curbside collection of recyclable materials. E. Each licensee shall submit an annual report to the City that identifies the weight, in tons, of refuse, recyclables materials, and special pick-up materials that were collected by the licensee from Shakopee sources. The report shall be provided on or before the twentieth day of January. The report also shall identify the weight of each type of collected recyclable. It shall distinguish residential collection tonnage from business tonnage. The report shall include a brief description of how the reported weights were calculated. The report must include an address list of every account collected by the licensee. Subd. 12. Suspension or Revocation of License. Upon the recommendation of the City Administrator, the City Council may suspend or revoke the license of any person whose conduct is found to be in violation of the provisions of this Chapter. Suspension or revocation also may be based on other health, safety, and welfare concerns arising out of the performance of the licensee, its employees, agents, and/or vehicles and equipment. Revocation or suspension of a license by the Council shall be preceded by a public hearing. The City Council may appoint a hearing examiner or may conduct the hearing itself. The hearing notice shall be given at least ten (10) days prior to the hearing, include notice of the time and place of the hearing, and shall state the nature of the charges against the licensee. 1993 ed. 234 Waste Management-Savage 12448 Pennsylvania Avenue South A Waste Management Company Savage, Minnesota 55378 612/890-110•FAX: 612/890-5143 90-5143 March 13, 1998 Mr. Mark McNeill City Manager City of Shakopee 129 Holmes Street South Shakopee, MN 55379 Dear Mark: Bruce Malec said you had inquired about the State Law that prohibits us from removing the recycling charge for customers that don't recycle. That law is enclosed and the sentence highlighted. Minnesota Law does not require residents to recycle, but it does require waste haulers and municipalities to provide recycling service to all residents. Since there is a net cost to recycling,we need to assess charges to cover the costs. Quite a few years ago, waste haulers were making the recycling service, and its associated costs, optional for customers. The customers that wanted the recycling service were being charged for the service. Senator Gene Merriam accepted the fact that there was a net cost, but didn't want residents to be discouraged from recycling. In response,the Minnesota Legislature amended the Waste Management Act to prohibit us from charging customers differently based on whether they recycle. The effect of the law,then, is to require us to charge all customers the same, whether or not they recycle. It's a clever solution, but difficult to explain to customers. If you have further questions, please give me a call. Best wishes, Deborah Loon 6sgood cc: Bruce Malec, Jr. a division of Waste Management of Minnesota, Inc. SOLID WASTE COLLECTION REQUIREMENTS 115A.93 LICENSING OF SOLID WASTE COLLECTION. Subdivision 1. License required. A person may not collect mixed municipal solid waste for hire without a license from the jurisdiction where the mixed municipal solid waste is collected. Subd. 2. Licensing. (a) Each city and town may issue licenses for persons to collect mixed municipal solid waste for hire within their jurisdictions. (b) County boards shall by resolution adopt the licensing authority of a city or town that does not issue licenses. A county may delegate its licensing authority to a consortium of counties or to municipalities to license collection of mixed municipal solid waste within the county. Subd. 3. License requirements; pricing based on volume or weight. (a) A licensing authority shall require licensees to impose charges for collection of mixed municipal solid waste that increase with the volume or weight of the waste collected. (b) A licensing authority may impose requirements that are consistent with the county's solid waste policies as a condition of receiving and maintaining a license. (c) A licensing authority shall prohibit mixed municipal solid waste collectors from imposing a greater charge on residents who recycle than on residents who do not recycle. Subd. 3a. Volume requirement. A licensing authority that requires a pricing system based on volume instead of weight under subdivision 3 shall determine a base unit size for an average small quantity household generator and establish, or require the licensee to establish, a multiple unit pricing system that ensures that amounts of waste generated in excess of the base unit amount are priced higher than the base unit price. Subd. 4. Date certain. By January 1, 1993, each county shall ensure that each city or town within the county requires each mixed municipal solid waste collector that provides curbside collection service in the city or town to obtain a license under this section or the county shall directly require and issue the licenses. No person may collect mixed municipal solid waste after January 1, 1993, without a license. Subd. 5. Customer data. Customer lists provided to counties or cities by solid waste collectors are private data on individuals as defined in section 13.02, subdivision 12, with regard to data on individuals, or nonpublic data as defined in section 13.02, subdivision 9, with regard to data not on individuals. HIST: 1Sp1989 c 1 art 20 s 8; 1991 c 337 s 42,43; 1992 c 593 art 1 s 25?6; 1993 c 351 s 23 115A.9301 SOLID WASTE COLLECTION; VOLUME- OR WEIGHT-BASED PRICING. Subdivision 1. Requirement. A local government unit that collects charges for solid waste collection directly from waste generators shall implement charges that increase as the volume or weight of the waste collected on-site from each generator's residence or place of business increases. Subd. 2. Volume requirement. If a local government unit implements a pricing system based on volume instead of weight under subdivision 1, it shall determine a base unit size for an average small quantity household generator and establish a multiple unit pricing system that ensures that amounts of waste generated in excess of the base unit amount are priced higher than the base unit price. Subd. 3. Alternative. A local government unit may satisfy the requirements of this section by establishing at least three price categories for collection of household mixed municipal solid waste to include, for households that generate small volumes of waste, a waste collection unit that is smaller than and priced lower than for other generators if the local government unit: 94