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HomeMy WebLinkAbout09/21/1999 TENTATIVE AGENDA CITY OF SHAKOPEE ADJ. REG. SESSION SHAKOPEE, MINNESOTA SEPTEMBER 21, 1999 LOCATION: 129 Holmes Street South Mayor Jon Brekke presiding 1] Roll Call at 7.00 p.m. 2] Pledge of Allegiance 3] Approval of Agenda 4] Mayor's Report 5] Approval of Consent Business- (All items noted by an * are anticipated to be routine. After a discussion by the Mayor,there will be an opportunity for members of the City Council to remove items from the consent agenda for individual discussion. Those items removed will be considered in their normal sequence on the agenda. Those items remaining on the consent agenda will otherwise not be individually discussed and will be enacted in one motion.) 6] RECOGNITION BY CITY COUNCIL OF INTERESTED CITIZENS - (Limited to five minutes per person/subject. Longer presentations must be scheduled through the City Clerk. As this meeting is cablecast, speakers must approach the microphone at the podium for the benefit of viewers and other attendees.) *7] Approval of Minutes of June 22, 1999 *8] Approve Bills in the Amount of$1,207,473.30 9] Communications: 10] Public Hearings 11] Liaison Reports from Councilmembers 12] Recess for an Economic Development Authority Meeting 13] Re-convene 14] Recommendations from Boards and Commissions: TENTATIVE AGENDA September 21, 1999 Page -2- 15] General Business A] Community Development *1. Request for Waiver of Subdivision Criteria for Lot 6, Block 3, Orchard Park 3rd *2. Amendment to Zoning Map Rezoning Property from AG to RR- Ord.No. 556 3. Chapter 12 of City Code, Subdivision Regulations - Ord.No. 557 B] Public Works and Engineering 1. Discussion of 2000 CIP Projects *2. Set Public Hearing for 1998 Street Reconstruction Project 1998-1 -Res. 5233 3. Dean Lake Outlet Improvement Project No. 1999-8 - Res. 5236 4. Holmes Park Trail Paving- On Table C] Police and Fire 1. Emergency Management Plan-Res. No. 5218 2. Regulation of Alarm Systems - Ord. No. 557 D] Parks and Recreation 1. Award Bid for the Swimming Pond Improvements - Res. No. 5232 - On Table *2. Waiver of Building Permit Fees for Joe Schleper Baseball Stadium E] General Administration 1. Purchase of MnDOT Parcel No. 75 (Southbridge Area) a. Assessment distribution for Southbridge Parkway 2. Purchase of Parcel No. 43 (SW of Shakopee Town Square) *3. Year 2000 Assessment Contract with Scott County 16] Other Business 17] Adjourn TENTATIVE AGENDA ECONOMIC DEVELOPMENT AUTHORITY IN AND FOR THE CITY OF SHAKOPEE, MINNESOTA Adjourned Regular Meeting September 21, 1999 1. Roll Call at 7:00 p.m. 2. Approval of the Agenda 3. Approval of Consent Business-(All items noted by an 4 are anticipated to be routine.After a discussion by the President,there will be an opportunity for members of the EDA to remove items from the consent agenda for individual discussion.Those items removed will be consideredin their normal sequence on the agenda. Those items remaining on the consent agenda will otherwise not be individually discussed and will be enacted in one motion.) 4. 4 Approval of Minutes: June 15, 1999 5. Financial 4 A.)Approval of Bills 6. EDA Committee; Member Job Description 7. Other Business: 8. Adjourn edagenda.doc OFFICIAL PROCEEDINGS OF THE ECONOMIC DEVELOPMENT AUTHORITY SHAKOPEE, MINNESOTA ADJOURNED REGULAR SESSION JUNE 15, 1999 Members Present: DuBois, Sweeney, Link and President Amundson Members Absent: Brekke Staff Present: Mark McNeill, City Administrator;R. Michael Leek, Community Development Director Others Present: Bruce Loney, Public Works Director/City Engineer; Judith S. Cox, City Clerk; Jim Thomson, City Attorney; and Paul Snook, Economic Development Director I. Roll Call President Amundson called the meeting to order at 7:58 p.m. Roll was taken as noted above. H. Approval of Agenda Sweeney/Link moved to approve the agenda as presented. Motion carried unanimously. III. Consent Business Link/DuBois moved to approve the Consent Business. Motion carried unanimously. IV. Minutes Link/DuBois moved to approve the Minutes of April 7, 1999. (Motion carried under the Consent Agenda.) V. Financial A. Approval of Bills DuBois/Link moved to approve bills in the amount of$677.08 for the EDA General Fund. (Motion carried under Consent Business.) VI. Other Business None VII. Adjournment DuBois/Link moved to adjourn to July 6, 1999. Motion carried unanimously. The meeting was adjourned at 8:00 p.m. tola 0.1.th S. Cox P.A. Secretary Esther TenEyck Recording Secretary c/ CITY OF SHAKOPEE CONSENT Memorandum TO: President & Commissioners Mark H. McNeill, Executive Director FROM: Gregg Voxland, Finance Director SUBJ: EDA Bill List DATE: September 16, 1999 Introduction Attached is a listing of bills for the EDA and Seagate fund for the period 09/03/99 to 09/16/99 . Action Requested Move to approve bills in the amount of $20 . 92 for the EDA General Fund and $0 . 00 for Seagate. o o 0 0 o II H0 0 0 0 O II WO O O O 0 11 U N N N N N II m O\ 01 a a II H • II H 0 0 0 o o II W N (N N N N II W H al co cO0 co haw N Ix W 0 H Cx 0 0 a w a w H z z 0 0 U alG4 to CL, H 0 H [�x7 [ark a U 3 (N CLQ O Cq N Fri m 4-1 H 0• Ca Q U H H f6 [1 H 0 Z W co In U o W r) x0 U z 0 O, O, al w H H rn 0 0 K K K In O1 Ol H �c H H H K o K Z [� K hO (NI CO 0 m 0 H [Hi C7 Lx H 0 H 0H 04 0 Cz. 124 w H 0 0 4 W fs. H Fl H 01 0 C7 0 H a a H 0 h H K z H 0 0 * [14 H H H K K 74C CITY OF SHAKOPEE Memorandum TO: Economic Development Authority FROM: Paul Snook, Economic Development Coordinator SUBJECT: Economic Development Advisory Committee;Member Job Description MTG DATE: September 21, 1999 Background & Introduction: At its September 7, 1999 meeting the EDA approved the creation of a five member Economic Development Advisory Committee and directed staff to draft a job description to bring back at a later meeting for approval. The EDA is asked to approve the enclosed job description for members of the Economic Development Advisory Committee; advertise for the five openings on the Economic Development Advisory Committee, and appoint one EDA member to work with staff to conduct interviews of applicants. Please refer to Exhibit A, for a detailed job description and committee member responsibilities. Action Requested: 1. Offer and pass a motion to approve the enclosed job description for members of the Economic Development Advisory Committee. 2. Offer and pass a motion to direct staff to advertise for the five openings on the Economic Development Advisory Committee. 3. Offer and pass a motion to appoint one EDA member to work with the EDA Executive Director and Economic Development Coordinator to conduct interviews of applicants. jobdscrp.doc CITY OF SHAKOPEE Economic Development Authority Economic Development Advisory Committee/Member Job Description General Objective of Position With EDA and City staff, responsible for taking a proactive approach in developing and leading economic development and redevelopment initiatives and activities for the City of Shakopee. Work with citizens, staff, business owners, prospective developers and other economic development stakeholders on a variety of economic development activities. Duties and Responsibilities 1. Create a sound economic development policy that includes the following areas: • Business Retention& Expansion • Targeted Business Attraction/Marketing • Prospect Response • New Business Development • Redevelopment • Financial Incentives • Data Collection/Research 2. Develop an effective strategic plan and related programs for implementing the economic development policy; carry out strategic plan and programs accordingly. 3. With the EDA, ensure that the economic development program has adequate funding. 4. Maintain an effective committee by keeping meetings focused around a planned agenda Desired Qualifications • Be willing to meet once or twice per month(2 - 6 hours total). • Have an understanding of, or be willing to learn basic economic development principles. • Have skills or interest in business, finance, economics, or marketing. jobdscrp.doc Page 2. Economic Development Advisory Committee/Member Job Description. Desired Qualifications (cont.) • Have a genuine desire to serve on the committee for the purpose of advancing Shakopee's economy. • Express self clearly, yet eagerly exchange ideas with others. • Keep an open mind about Shakopee's economic development options. • Ability to think about the"big picture", yet also concentrate on details. • Know when to be decisive and come to closure. • Stay focused on the task at hand. • Be willing to "roll up sleeves" and do the committee's work. • Carry out plans and projects in a timely and professional manner. jobdscrp.doc OFFICIAL PROCEEDINGS OF THE CITY COUNCIL ADJ. REG. SESSION SHAKOPEE, MINNESOTA JUNE 22, 1999 Mayor Brekke called the meeting to order at 4:30 p.m. with Councilmembers Deb Amundson, Jane DuBois, Cletus Link and Bob Sweeney present. Those absent: None. Also present were Mark McNeill, City Administrator, Gregg Voxland, Finance Director and Mark McQuillan, Parks and Recreation Director. Sweeney/Amundson moved to approve the Agenda. Motion carried unanimously. Link/Amundson moved to approve the Consent Agenda. Motion carried unanimously. Link/Amundson offered Resolution No. 5165, A Resolution of the City of Shakopee, Minnesota, Approving the Final Plat of Shakopee Valley Marketplace, and moved its adoption. (Motion carried under the Consent Agenda. ) Mark McQuillan approached the podium to discuss the Joe Schleper Baseball Stadium Improvement Project. Mr. McQuillan stated the Council was originally asked to consider $400, 000 in improvements to the ballpark, however, the amount was eventually reduced to $200, 000. Mr. McQuillan stated that since last fall, meetings had occurred with baseball enthusiasts. In February, 1999, proposed improvements were introduced. The proposed improvements were approved in May, 1999 and staff was to solicit bids. Only one bid was received and the bid was opened on June 10, 1999 . The bid was divided into a base bid with four alternatives. Mr. McQuillan noted the base bid, which included construction of a concession stand, restroom and a pressbox, was $326,313 . The other alternatives which included adding a sunroof over the grandstand, storage under the grandstand, landscaping and dugout addition totaled $525,413 . Mr. McQuillan noted that in the past, Council had discussed using TIF funds. Mr. McQuillan noted that there is only $380, 000 of TIF funds from older pooled TIF districts which would fall short of the $525,413 total bid. Mr. McQuillan noted a number of alternatives available. It was Mr. McQuillan's recommendation that the Council proceed with the construction of the concession stand, restrooms, pressbox, sunroof over the grandstand and storage area under the grandstand for a total of $477,413 . Mr. McQuillan noted that proceeding with those items would nearly complete the project except for the landscaping and dugout additions. Mr. McQuillan stated that Park Reserve Funds could be used to fund the difference between the $477,413 and $380, 000 of available TIF funds. In addition, Mr. McQuillan noted that the remaining items could be privately funded and he would encourage the baseball community to consider that option. Cletus Link questioned how wide spread the bid advertising was to which Mr. McQuillan replied that it was advertised in the Shakopee Official Proceedings of the June 22, 1999 Shakopee City Council Page -2- Valley News and Construction Bulletin. Mr. McQuillan noted that the advertising was published longer than it needed to be. Deb Amundson questioned whether the TIF funds were available this year. Mark McNeill confirmed that the funds were available. Jane DuBois questioned whether in the past if only one bid was received, did the project proceed or were additional bids solicited. Mark McNeill noted that in a case where only one bid was received, usually the city engineer looked at the bid to see if it was reasonable. Mayor Brekke asked whether some of the storage area in the proposed plan was not under the grandstand. Mark McQuillan noted that other than a small amount of space for food only, there was no other storage available. Cletus Link stated that he calculated the bid to be approximately $300 per square foot which seemed high. Jane DuBois agreed with Mr. Link and stated there was no other bid to compare to. Mr. Link thought the bid should be more in the $150-175 per square foot range. Bob Sweeney questioned what the Park Reserve Fund balance would be at December 31, 1999. Gregg Voxland replied the projected balance was $391, 000. Mr. Sweeney questioned whether a significant amount of other projects were being put off to get the stadium project completed and Mr. McQuillan acknowledged that some projects were being put off. Mr. Sweeney noted his concern that the Park Reserve Fund would be severely underfunded in 2000. He requested a breakdown of the costs not actually related to construction. Dick Jonckowski, 1138 Tyler Street, Shakopee, MN approached the podium. Mr. Jonckowski stated that the main thing he notices regarding this matter is a lot of people are always looking for a concession stand and bathrooms. Mr. Jonckowski felt that people look up to Shakopee and it was a shame there was no setup for concessions. Mr. Jonckowski encouraged the Council to do as much as it could for the project. Bill Schleper, 1282 Polk Street, Shakopee, MN approached the podium. Mr. Schleper indicated that he had a list of people who had donated to the park in the past and that there was a large base of support. Mr. Schleper indicated that the bid received was without a roof and stated that a roof is necessary for safety. Mr. Schleper stated that currently there is a sunscreen that was installed in 1984 or 1985. Mr. Schleper stated that last week the sunscreen came crashing down and missed a ballplayer by about three or four feet. He noted that there were many people present to support the project. In addition, Mr. Schleper stated that having tournaments in town would bring in a lot of dollars. Mr. Schleper Official Proceedings of the June 22, 1999 Shakopee City Council Page -3- stated he would like to see the entire project completed and indicated that he believed he could find volunteers to help with the landscaping. Dick Ries, 1017 Minnesota Street, Shakopee, MN approached the podium. Mr. Ries indicated he was a lifelong resident of Shakopee and remembered the great ballpark the City had when it only had a population of 4, 000-5,000 people. Mr. Ries indicated that the population was now 12,000 and did not have as good facilities as it did when the population was less which was not a good impression for Shakopee to impress upon people. Mr. Ries indicated that although not everyone uses the facilities, the facilities still need to be good. He also indicated that a lawsuit is waiting to happen with no roof. Steve O'Neill, 332 128th Street West, Shakopee, MN approached the podium. Mr. O'Neill stated that the residents have been told for years that the ballpark was getting improvements, however, some stumbling blocks are always encountered. Mr. O'Neill stated that when looking at the square footage of the bid, consideration needs to be given to the fact that a lot of the construction does not create square footage. Mr. O'Neill stated that there is a need to get the stadium completed. He further noted that the bid received was $30,000 below the original estimate. Mr. O'Neill stated that liability is also an issue. He stated that he knows the money is tight but the opportunity to complete the project is now. Ron Smith, 211 Shannon Drive, Shakopee, MN approached the podium. Mr. Smith stated that he coached a number of teams using the facility and the problem with the sunscreen is not the first time it happened. Mr. Smith stated that one individual has already been hit and he believed the person was knocked unconscious. Charles Fonder, 1167 Madison Street, Shakopee, MN approached the podium. Mr. Fonder noted that there are many teams using the facilities without benefit of bathrooms or water access. Mr. Fonder stated that the project would benefit the entire community and not just the ballpark. Mayor Brekke indicated that the Council would review additional information regarding a breakdown of the costs. Mayor Brekke indicated he thought the bid was reasonable and the project needs to get done. He indicated that he realized the project had been talked about for a long time but now is the time to complete it. He noted proceeding with the project would be a benefit for families and not just baseball players. Mayor Brekke indicated he thought the Council could find a way to do the project. Deb Amundson echoed Mayor Brekke's comments. She also stated that the citizens need to understand that the Council wants to get the Official Proceedings of the June 22, 1999 Shakopee City Council Page -4- most for their dollars and recently lost a bond referendum that would have helped. Jane DuBois agreed with Deb Amundson and stated that the City needed to be prudent and obtain a second bid. Mayor Brekke stated it would be wise to have an independent third party review the bid for its reasonableness. Amundson/Brekke moved to direct staff to seek an independent third party evaluation of the bid on the Joe Schleper Baseball Stadium Improvement Project to determine whether it was reasonable. Jane DuBois indicated that any opinion received would be subjective. Bob Sweeney stated that based on bids received from Greystone Construction in the past, Greystone has been the low bidder on many occasions. Mr. Sweeney stated that not all people are interested in baseball improvements, however, it would not affect his voting on the matter. Dick Ries reapproached the podium. He stated he did not understand how Mr. Sweeney could vote on the matter if he had not seen the present ballpark. Ron Smith also reapproached the podium to state that it is very difficult to find parking at the park. The motion carried unanimously. Mark McNeill indicated that the additional information would be brought back to the Council at the July 6, 1999 meeting. A recess was taken at 5:20 p.m. The meeting reconvened at 5:30 p.m. The Council entered the Work Session. Also present was R. Michael Leek, Community Development Director. Present were the following members of the Planning Commission: William Mars, Larry Meilleur, Mary Romansky and Michael Willard. Present from the Board of Review was Cory Bullard. Jon Albinson and John Schmidt were also present. Michael Leek stated that John Carey and Carl Schenk, Senior Planners from the Metropolitan Council were available for a presentation regarding an overview of community planning. Mr. Carey approached the podium. He stated that the Met Council was hearing that residents want to know where the City of Shakopee Official Proceedings of the June 22, 1999 Shakopee City Council Page -5- begins and ends. He noted there is a good supply of land in the metro area. Mr. Carey stated that communities change over time and it is hard for people to understand. He noted the area to be in a stable period of growth. Mr. Carey indicated there are a large number of people who are now either moving up to more expensive housing or moving on to smaller or different housing, such as empty nesters. He showed pictures of different types of homes and features, i.e. developments that include play equipment, have different densities and different placement of garages. Mr. Carey stated that a lot of the forecasting for the area is done on the available corridors. For Shakopee, one of the corridors is 169 and another one is the Minnesota River. John Schmidt noted his concern about the risk of Shakopee beginning to look like another early Apple Valley or Cottage Grove. He questioned what approach the City could take to discourage developers from coming in to Shakopee and build it out considering there is pressure to grow. Mr. Carey replied that there is a need to have a vision and know what the City hopes to achieve and go from there. He stated that Shakopee is now part of the urban area. Mr. Carey stated that 46% of the jobs in the metro area are in the southwest area. He stated that Shakopee has the advantages of the river and transportation in and out of the City. Mary Romansky questioned how the City could get the community to accept the idea of affordable housing. Mr. Carey noted that Seagate is a good example. He stated that Seagate will stay if the City provides affordable housing to keep the employees here. Mr. Carey stated that part of the answer was determining what the City wants and the other part was educating the citizens. He stated that the City needs to be clear about what it wants and why. Mr. Carey indicated this would include telling the community that if this is what the residents of the community want, then the City needs to provide the housing to accompany the goals. Jon Albinson noted his concern about cities being designed by engineers rather than city planners. John Carey stated that the Metropolitan Council's goals are as follows: to have better alignment between communities; to use its investments to be clearer about what it is building and using discretionary monies to reward communities where housing and jobs exist. Mayor Brekke asked how the City could work better with the Metropolitan Council and noted that the current Comp Plan did not identify what is now in the process of being developed. Carl Schenk indicated that part of the problem was the information processes are just getting completed due to the large scale commercial development in the City coming in at one time. Official Proceedings of the June 22, 1999 Shakopee City Council Page -6- Michael Leek stated that he would come back to the Council with an overall picture of the City. Sweeney/Amundson moved to adjourn the meeting to Tuesday, June 29, 1999 at 7:00 p.m. Motion carried unanimously. Meeting adjourned at 7:05 p.m. Respectfully submitted, JAL j ,Ju ith S. Co ry Clerk Janet Vogel Freeman Recording Secretary g CITY OF SHAKOPEE y ; vrz z1 i Memorandum '' a : g U TO: Mayor and Council Mark McNeill, City Administrator FROM: Gregg Voxland, Finance Director RE: City Bill List DATE: September 16, 1999 Introduction and Background Attached is a print out showing the division budget status for 1999 based on data entered as of 09/16/99 . Also attached is a regular council bill list for invoices processed to date for council approval . Included in the check list but under the control of the EDA are checks for the EDA General Fund (code 0191) and Seagate (codes 6654 & 9450 including Canterbury Drive) in the amount of $20 . 92 . Also included in the check list but under the control of the S.W. Metro Drug Task Force (code 9825) are checks in the amount of $4, 090 . 20 . Action Requested Move to approve the bills in the amount of $1, 207,473 .30 . CITY OF SHAKOPEE EXPENSES BY DEPARTMENT 09/16/99 CURRENT YEAR ANNUAL MONTH TO PERCENT DEPT DEPT NAME BUDGET ACTUAL DATE EXPENDED 11 MAYOR & COUNCIL 74,080 199 38,955 53 12 CITY ADMINISTRATOR 219,200 12,632 135,640 62 13 CITY CLERK 201,220 11,432 129,204 64 15 FINANCE 348,770 34,160 268,697 77 16 LEGAL COUNSEL 269,000 5,250 254,364 95 17 COMMUNITY DEVELOPMENT 737,468 20,304 352,716 48 18 GENERAL GOVERNMENT BUILDINGS 232,230 8,520 127,489 55 31 POLICE 1,930,119 143,299 1,317,086 68 32 FIRE 618,420 13,861 353,182 57 33 INSPECTION-BLDG-PLMBG-HTG 340,962 26,924 231,093 68 41 ENGINEERING 507,620 37,022 356,055 70 42 STREET MAINTENANCE 827,730 29,452 508,357 61 44 SHOP 145,330 10,442 101,145 70 46 PARK MAINTENANCE 492,090 27,344 316,774 64 91 UNALLOCATED 589,550 209,513 40,213 7 TOTAL GENERAL FUND 7,533,789 590,356 4,530,971 60 • 17 COMMUNITY DEVELOPMENT 676,180 0 427,305 63 TOTAL TRANSIT 676,180 0 427,305 63 19 EDA 403,170 4,231 131,124 33 TOTAL EDA 403,170 4,231 131,124 33 H a) tnasa a — i aaaaaaa aaa as as at a a as as as a a a a a a a a a aaal.al, O H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H 0 H w CA Ow on 104 cn H E . 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N 0 0 0 Ill l0 N N M M N N 0 00 Cl O H N M O d' ID Ol Ol M I- O t/} t? TO M O N N Ill .4, C) CO O O t? N O CO H Ol CO Ol I- N dr W N l0 H l0 L? N W H H H L} N 0 W t? t? H H M 4.0- N H Q U (24 114 H 0 H C=. Z Z 1-1 H x Z X X N H H A G4 X X W 00 a E Q 0 Nix w Cl) a w 114 Z a x X X 0 0 cn Z w Q �l W a Ifl W pC X X �f�. H Z O(Y. 1X� a a H \ g H H H w A WO 0 W W x H w H 00 CA H124 -4 X04 Cl) Z I PG W O1 Vl O1 Ol zU H U W r< Q 41 r1 m 41 rn m W O 3 m 00 W a U H W H H Ul a' cam W U W x H Cl Ill O H N m O\ N O O H U) O U O H H N N M Ul H Ill 00 N W 0 H H C V' W W d' d' I- I— N C) C0 H Yk it 3t it it 3t 3t 4t it 7t 4t it it ' 00 nnnnzznnnnnnnn wwwwwwwwwCLI wwww I 5 . 4. . I . CITY OF SHAKOPEE Memorandum -sJr� � TO: Mayor and City Council Mark McNeill, City Administrator FROM: Julie Klima,Planner II SUBJECT: Waiver of Subdivision Criteria DATE: September 21, 1999 DISCUSSION The City has received a request from Egan,Field&Nowak, Inc. for waiver of subdivision criteria. Attached for your information is a copy of the correspondence and property survey received relative to this request. Section 12.08 (MINOR SUBDIVISION PROCESS), Subd. 1.B states the following "All resulting lots must meet the design standards and other requirements specified in Chapter 11, unless otherwise modified as part of the PUD approval'. ALTERNATIVES 1. Approve the request to waive subdivision criteria. 2. Do not approve the request to waive subdivision criteria. 3. Table the matter and request additional information from staff and/or the applicant. ACTION REQUESTED Offer a motion consistent with the preferred approach, and move its approval. e I Planner II i:\commdev\cc\1999\cc0921\waiver.doc # • A ,--,._ ,,„ rf-- _, ‘._ -r-'-- _ „,........ 1/4_, c.... ..5 1111 --2: -TI EGAN, FIELD & NOWAK, INC. s _� ��� 1 SURVEYORS -r --s ... ciatio014 ---_ /i 7415 WAYZATA BOULEVARD MINNEAPOLIS, MINNESOTA 55426 IWW44az* Phone:(612)546.6837 FAX: (612)546-6839 August 26, 1999 is t ..•` `'"'Li Mark McNeill auu 3 1 1999 City Administrator City of Shakopee 129 S. Holmes Street Shakopee, MN 55379 Re: Waiver of subdivision criteria— Lot 6, Block 3, Orchard Park 3rd Addition Dear Mr. McNeill: On behalf of Laurent Builders, Inc. we would like to request a waiver of subdivision criteria. Specifically, we are asking for a reduction of the 60 foot lot width requirement at the 30 foot front setback to 54.4 feet. Due to a surveying error during the staking of the final plat the easterly lot line of Lot 6 was staked 5 feet westerly of the correct location. Subsequently the house on Lot 7 was constructed 10 feet from the incorrect line with a fence also constructed along the incorrect line. The error was discovered during the staking of the house recently constructed on Lot 6. The Lot 6 house was constructed with a 10 foot side set back on the southwest and a 38 foot front setback. Approximately 26 feet exists between the closest points of the houses now existing on Lots 6 and 7. Lots 5 and 7 have front setbacks to their existing houses of approximately 38 and 42 feet respectively. As noted the house on Lot 6 is setback 38 feet on the front. The width of Lot 6 at this existing 38 setback is 63 feet. The waiver of the lot width criteria for Lot 6 will provide a 10 foot side setback for the house existing on Lot 7 and place the existing fence on the property line. We have enclosed an exhibit depicting the existing conditions of the lots to help clarify the situation. We greatly appreciate your review and consideration of this request. Please do not hesitate to call me with any questions or if we may assist you in any way. Si cerely, ack Bolke Vice President, COO Enclosure cc: Michael Leek Gary Laurent 1 j 15 . 4 . CITY OF SHAKOPEE Memorandum _ CONSr TO: Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director SUBJECT: Ord.No. 556, an Amendment to the Zoning Map rezoning property from Agricultural Preservation Zone(AG)to Rural Residential Zone(RR) APPLICANT: Jeffrey Boldt Robert and Clara Boldt(property owners) MEETING DATE: September 21, 1999 INTRODUCTION: At its meeting of September 7, 1999 the Council approved the requested rezoning of ten acres of the Boldt's property from Agricultural Preservation to Rural Residential, and directed staff to prepare the appropriate document for Council action. The attached Ord.No. 556 is that document,and it is offered for Council's consideration and approval. ALTERNATIVES: 1. Offer and approve Ord.No. 556,An Ordinance Amending the City of Shakopee's Zoning Map by Rezoning Ten Acres of Property from Agricultural Preservation(AG)to Rural Residential (RR). 2. Do not approve Ord.No. 556 3. Table the decision and request additional information from the applicant or staff. ACTION REQUESTED: Offer and approve Ord. No. 556, An Ordinance Amending the City of Shakopee's Zoning Map by Rezoning Ten Acres of Property from Agricultural Preservation(AG)to Rural Residential(RR). i:m ted\ar9990921 dtaoc 15. A 3. CITY OF SHAKOPEE Memorandum TO: Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director SUBJECT: Chapter 12 of the City Code, Subdivision Regulations MEETING DATE: September 21, 1999 INTRODUCTION: Ordinance No. 557 includes recommendations from the City Attorney, City Clerk and Public Works Director for minor revisions to the document previously presented to the City Council. The Council is asked to consider adopting the Ordinance No. 557 and the accompanying ordinance summary. PLANNING COMIVIISSION RECOMMENDATION: On November 5*the Planning Commission voted 6-0 to recommend to the Council the adoption of the ordinance and ordinance summary. It's recommendation differs from the recommendation of the SRC in that the SRC had recommended a 32' local street width,while the Commission recommends a 30' local street width. This issue can be taken up at the time that the design criteria are presented to the Council. ALTERNATIVES: 1. Approve the proposed subdivision ordinance and ordinance summary as presented. 2. Approve the proposed subdivision ordinance and ordinance summary with revisions. 3. Do not approve the proposed subdivision ordinance and ordinance summary. 4. Table the matter for additional information or other reasons. ACTION REQUESTED: Offer and approve Ordinance No. 557 and the included ordinance summary, alternative no. 1. R. Michael Leek Community Development ment Director R.Michael Leek Page 1 09/16/99SUBORD.DOC ORDINANCE NO. 557,FOURTH SERIES AN ORDINANCE OF THE CITY OF SHAKOPEE,MINNESOTA, REPLACING CHAPTER 12, SUBDVISION REGULATIONS. THE CITY COUNCIL OF THE CITY OF SHAKOPEE,MINNESOTA, ORDAINS: Section 1 -That City Code Chapter 12, Subdivision Regulations is hereby amended by replacing it with the following; SEC. 12.01. TITLE,PURPOSE,AND INTERPRETATION Subd. 1. Title. Chapter 12 of the Shakopee City Code shall be known as, and may be referred to as the"Subdivision Regulations"or"Subdivision Ordinance." When referred to herein it shall be known as"this Chapter". Subd.2. Purposes. This Chapter is enacted for the following purposes: A. to protect and promote the public health, safety, and general welfare of the City of Shakopee; B. to provide for the orderly, economic, and safe development of land in accordance with the City of Shakopee's Comprehensive Plan; C. to ensure adequate provision of transportation, sanitary sewers,water, storm drainage, schools,parks,playgrounds, and other public services and facilities;and D. to promote the availability of housing affordable to persons and families of all income levels; E. to provide for uniform application and review processes. Subd.3. Scope. A. General Application. From the effective date of this Chapter,the subdivision of all land within the City of Shakopee shall take place in conformance with the provisions of this Chapter, except as provided below. The establishment of new land boundaries by a Registered Land Survey is considered the subdivision of land and must be in conformance with the provisions of this Chapter. B. Optional Subdivisions. Certain divisions of land may be made without following the provisions of this Chapter. However,the property owner may elect to follow this Chapter in order to obtain the benefits provided herein. This option is available to the following divisions of land: 1. division of one parcel of residentially-zoned land into two to four parcels, where all resulting parcels will be a minimum of 20 acres in area and 500 feet in width. 2. division of one parcel of commercially or industrially zoned land into two to four parcels,where all resulting parcels will be a minimum of five acres in area and 300 feet in width; 3. divisions creating cemetery lots; 4. divisions resulting from court orders;and 5. divisions resulting from the adjustment of a lot line by the relocation of common boundary. If a property owner files an application for an optional subdivision,then within ten days after receipt of the application,the Planner shall certify that the subdivision regulations are optional to that particular division. C. Non-Conforming Subdivisions. Any existing subdivision of land which was legally established but is not in conformance with the provisions of this Chapter shall be regarded as non-conforming and may continue in existence only for such period of time and under such conditions as is provided for in Sec. 12.91 of this Chapter. Subd.4. Application of Rules. A. In their interpretation and application,the provisions of this Chapter shall be held to be the minimum requirements for the promotion of the public health, safety,general welfare, and sound land subdivision. B. Where any provision of this Chapter is either more restrictive or less restrictive than a comparable provision imposed by any other code, ordinance, statute, or regulation of any kind,the more restrictive provision, or the provision which imposes a higher standard or requirement, shall prevail. C. No land shall be divided,combined, subdivided in any manner that is not in conformity with the provisions of this Chapter unless otherwise provided by this Chapter. D. No person shall install a new street, alley,or other public improvement, except in conformity with this Chapter. E. Words or terms defined in this Chapter shall have the meanings assigned to them unless such meaning is clearly contrary to the intent of this Chapter. The present tense shall include the past and future tenses. Subd.5. Severability. Every section or subdivision of this Chapter is declared separable from every other section or subdivision. If any section or subdivision is held to be invalid by competent authority, such action or decision shall invalidate no other section or subdivision. SEC. 12.02. DEFINITIONS. Definitions in Chapter 11 are adopted by reference. Where inconsistent,P definitions in this Chapter shall prevail. The following terns, as used in this Chapter, shall have the following meanings: "Developer" -The propertyowner or the propertyowner's designee. 1. Develope gn 2. "Improvement" -The preparation of land for and the installation of streets, street pavement,utilities, or other public facilities. 3. "Lot" -An area,parcel, or tract of land which was created or is recognized as a lot under this Chapter. 4. "Nonconformity" -Any lot or final plat lawfully existing on the effective date of this Chapter which does not comply with all requirements of this Chapter or any amendments hereto. 5. "Oversizing"—Constructing an improvement in a size larger than needed for a to accommodate needs outside the boundary development,in order of the development. 5. "Parcel" -Any piece of land. 6. "Planner" -The Director of Community Development or the Director's designee. 7. "Plat" -The drawing of a subdivision prepared for filing of record pursuant to Minn. Stat. Chapter 505. 8. "Security" -A financial guarantee to assure that improvements are satisfactorily dedicated,constructed,installed,completed,and maintained, at no cost to the City. 9. "Street" -A public right-of-way affording primary access by pedestrians and vehicles to abutting properties. A street may be of any of the following types: A. "Local Street" -A street principally designed to carry motor vehicles from individual lots or parcels to a collector street. B. "Collector Street" -A street principally designed to carry motor vehicles from local streets to another collector street or to an arterial street. C. "Arterial Street" -A street principally designed to carry motor vehicles across, into, or out of the City. 10. "Subdivision" -The separation of a parcel under single ownership into two or more parcels,the combination of parcels,or the separation of a parcel under single ownership into two or more long-term leasehold interests where the creation of the leasehold interest necessitates the creation of streets or alleys for residential, commercial,industrial,or other use. SEC. 12.15. SUBDIVISION REQUIREMENTS. Each subdivision shall establish the number, layout, and location of lots,blocks, and parcels to be created,location of streets,utilities, park and drainage facilities, and lands to be dedicated for public use. SEC. 12.20. CLASSIFICATION OF SUBDIVISIONS. Subdivisions are classified as minor or major. A minor subdivision may be used for making small changes in lot lines,and can be approved administratively. A major subdivision is for more complex changes,and requires several steps. Certain subdivisions may be made without following the provisions of this Chapter, as described in Sec. 12.01, Subd. 3.B,but the property owner may elect to follow this Chapter in order to obtain the benefits provided herein. SEC. 12.21. 1VIINOR SUBDIVISIONS. Subd. 1. Definition. The following are minor subdivisions that may be approved administratively: (1) a lot is being divided into a maximum of five lots, (2) a maximum of five lots are being combined into four or fewer lots, or (3) where common boundaries between lots are being relocated. Subd.2. When Prohibited. The Planner may not approve a minor subdivision in the following situations: A. Where the subdivision includes a change in existing streets, alleys,water, sanitary or storm sewer, or other public improvements. B. Where additional right-of-way needs to be dedicated, and the right-of-way has not previously been deeded to the City. C. Where easements need to be changed for the subdivision, and the appropriate changes have not been made through vacation and/or deeding of easements to the City. D. Where new streets,utilities, or other public improvements will be needed other than to directly serve the lots created and to provide a direct connection to an existing and approved system. E. Where the proposed minor subdivision involves any unplatted property. F. Where the proposed minor subdivision involves unusual elements, policy decisions,that the Planner determines require detailed review. Subd.3. Procedure. A minor subdivision shall be approved in compliance with the following procedures: A. The developer shall submit an application along with all required fees. B. The developer shall provide a survey or surveys showing the lot or lots as they exist before the minor subdivision, and the proposed lot or lots. The developer shall provide an accurate legal description of the proposed lot or lots. All lots created or changed must meet the design standards and other requirements specified in Chapter 11,upon approval of the minor subdivision. C. The developer shall submit proof that any additional easements required by the City have been granted, and that any conflicting easements have been vacated. D. The minor subdivision shall meet all requirements specified in Sections 12.60 through 12.71, as applicable. E. When the minor subdivision is approved,the Planner will cause it to be recorded. SEC. 12.26. MAJOR SUBDIVISION APPROVAL PROCESS. Approval of a major subdivision requires approval of a preliminary plat,then approval of a final plat. SEC. 12.27. PRE-APPLICATION MEETING. Prior to submitting an application for preliminary plat approval,the developer will meet with the Planner or his/her designee in a pre-application meeting. In this meeting general concerns and the general concept of the proposed subdivision can be discussed. SEC. 12.28. PRELIMINARY PLAT APPROVAL PROCESS. Subd. 1. Initial Submittal. Prior to submitting the formal application for preliminary plat review the developer shall file five(5)copies of a preliminary plat drawing and related documentation with the Planner. Subd.2. Review. A. Review for Compliance with Submittal Requirements. The Planner shall review the drawing and documents to ascertain that they meet all submittal requirements specified in Sec. 12.54. If the drawing and documents do not meet all submittal requirements identified in Sec. 12.54,then the developer shall be notified of the items that are missing or inadequate within ten(10)working days. B. Review for Compliance with Design Criteria. Once a drawing and documents are determined to meet all submittal requirements,the Planner shall review the drawing and documents for compliance with the design criteria in Sections 12.60 through 12.71. If the drawing and documents do not comply with the design criteria in Sections 12.60 through 12.71,then the developer shall be notified of the items that do not comply. C. Outside Review. Once a drawing and documents are determined by the Planner ef-to substantially comply with the design criteria the developer shall submit twenty(20) copies of the submittal materials for outside review. The Planner may seek comments on the drawing and documents from appropriate governmental entities and agencies, utilities, and others. D. Determination of Complete Application. Upon receipt of these 20 copies,the drawing and documents shall be considered a complete application for a preliminary plat. The Planner shall forward the application for a preliminary plat to the Planning Commission for consideration. Subd.3. Planning Commission Review. A. Public Hearing. 1. A public hearing shall be scheduled before the Planning Commission on the application for a preliminary plat. Notice of the time and place of the hearing shall be published in the official newspaper at least ten days before the day of the hearing. 2. At the public hearing, all persons interested shall be given an opportunity to be heard. B. Planning Commission Recommendation. 1. Decision. At the close of the public hearing,upon discussion and review,the Planning Commission shall recommend approval, approval with conditions, disapproval of the preliminary plat, shall otherwise forward the plat for consideration to the City Council,or may table the matter or continue the public hearing. If disapproval is recommended the reasons for disapproval shall be stated. 2. Grounds for Decision. The Planning Commission shall base its recommendation on the purposes and requirements of this Chapter, on comments received from staff; other governmental entities and agencies, utilities,the public, and the developer. In making its recommendation,the Planning Commission shall consider the following factors: a. whether the layout of streets,lots,utilities, and public improvements, and their relation to the topography of the land, reflect good planning and development for the City; b. whether the subdivision preserves the site's important existing natural features; C. whether the proposed plat will facilitate the use and future development of the adjoining lands; d. whether the subdivision can be economically served with streets,public services,and utilities; e. whether all applicable provisions of the City Code are met;and f. whether the subdivision is in conformance with any official map of the City and the Comprehensive Plan. Subd.4. City Council Review. When the City Council receives a preliminary plat for consideration with the Planning Commission recommendation,the City Council shall approve, approve with conditions, or disapprove the preliminary plat based upon the grounds for decision set forth above and the purposes of this Chapter. The City Council may elect to approve only a portion of a preliminary plat, and disapprove the remainder. The City Council has final authority to approve, approve with conditions, or disapprove a preliminary plat. Subd.5. Time Limitation. A. Time Limit. The City Council shall approve or disapprove a preliminary plat within 60 420-days following delivery of a complete application,unless the City has approved a 60-day extension for good cause shown. An extension beyond 120 days may only be approved if requested or agreed to by the developer. B. Failure to Approve within Time Limit. If the City Council fails to approve or disapprove a preliminary plat in accordance with Subd. 5.A. above the preliminary plat shall be deemed approved, and upon demand the City shall execute a certificate to that effect. SEC. 12.32. FINAL PLAT APPROVAL PROCESS. 1Subd. 1. Based on Preliminary Plat. After the approval oi; or during review oi;the preliminary plat, prior to the expiration of the approval period described in Sec. 12.34,the developer may submit a final plat drawing and related documentation for all or a part of the land covered in the preliminary plat. If the final plat is limited to a portion of the preliminary plat,that portion must conform to all requirements of this Chapter. Subd.2. Initial Submittal.Prior to submitting the formal application for final plat review the developer shall submit five(5)copies of a final plat drawing and supporting documentation. Subd.3. Review. A. Review for Compliance with Submittal Requirements. The Planner shall review the drawing and documents to ascertain that they meet all submittal requirements specified in Sec. 12.56, and begin review to determine whether the final plat is in substantial conformity with the preliminary plat and satisfies any conditions specified in the preliminary plat. If the drawing and documents do not contain all submittal requirements identified in Sec. 12.56,then the developer shall be notified in writing of the items that are missing or inadequate within ten(10)working days. B. Review for Compliance with Conditions. Once the drawing and documents are determined to meet all submittal requirements,the Planner shall continue to review the drawing and documents for substantial conformity with the preliminary plat, conformity with this Chapter,and satisfaction of any conditions specified in the preliminary plat. If the Planner determines that the drawing and documents are not in substantial conformity with the preliminary plat or do not satisfy the conditions specified in the preliminary plat,then the developer shall be notified of the items that are not in conformity or conditions that have not been met. The developer may request the Planning Commission to rule on the issue of substantial conformity. Their ruling shall be final. C. Outside Review. Once the drawing and documents are determined to substantially conform with the preliminary plat,this chapter, and to satisfy any conditions specified in the preliminary plat,as determined by the Planner,the developer shall submit twenty (20)copies as required by the Planner for outside review. The Planner may seek comments on the drawing and documents from appropriate governmental entities and agencies,utilities, and others. If the drawing and documents are not in substantial conformity with the preliminary plat, do not satisfy the conditions specified in the preliminary plat, or do not comply with state law or regulation,then the developer shall be notified of the items that do not comply. D. Determination of Complete Application. Once the drawing and documents meet all submittal requirements, are in substantial conformity with the preliminary plat, and satisfy all preliminary plat conditions,based on internal and outside review,the developer shall submit 20 copies of the revised drawing and documents. Upon receipt of these 20 copies,the drawing and documents shall be considered a complete application for a final plat. The Planner shall forward the application for a final plat to the City Council for consideration. Subd.4. City Council Review. The City Council shall review the application for a final plat for compliance with City Code requirements. The City Council may approve, approve with conditions,or disapprove the final plat. If the City Council determines that the final plat is not in substantial conformity with the preliminary plat,the City Council shall disapprove the plat, or, if the developer agrees to extend the time,the City Council shall return the plat to the Planning Commission for review and recommendation. The City Council may elect to approve only a portion of a final plat, and disapprove the remainder. The City Council has final authority to approve, approve with conditions,or disapprove a final plat. Subd.5. Time Limitation. A. Time Limit. The City Council shall approve or disapprove a final plat within 60 days following receipt of a complete application. The City Council may extend the period an additional sixty(60)days for cause shown. Written notice of the extension must be provided to the applicant. An extension of this time period beyond one hundred and twenty(120)days may be approved if requested by or agreed to by the developer. B. Failure to Approve within Time Limit. If the City Council fails to approve or disapprove a final plat within the 60-day period,and if the developer has complied with all conditions and requirements,the final plat shall be deemed approved, and upon demand the City shall execute a certificate to that effect. Subd.6. Recording. A. No changes, erasures,modifications,or revisions shall be made in any final plat of a subdivision or any other approved division after approval has been given under the provisions of this Chapter, except as required in the conditions set by the City Council or if authorized by the Planner to correct nonsubstantive errors. B. After approval of a final plat by the City Council,the developer shall submit the following to the Planner: 1. three paper copies of the construction plans; 2. a copyof the subdivisionplat drawingon disk in an electronic format approved by the City Engineer,or shall pay a drafting fee as specified under the current fee schedule so that the City may secure its own electronic copy, 3. copies of any required permits; 4. evidence of title, as described in Sec. 12.57; 5. the park dedication fee as set forth in Sec. 12.70; 6. security for improvements as required under Sections 12.40 through 12.51; 7. a signed developer's agreement,if required under Sec. 12.57, Subd. 3;and S. trunk sanitary sewer fee and other applicable fees for public improvements. 9. A reduced mylar of the plat at a scale of 400':1'. C. Five mylar, (or other prints consistent with county recording standards)-copies of the final plat shall be signed by all parties holding an ownership interest in the property being platted,the Mayor,the City Attorney, and the City Clerk. D. The City Clerk shall not sign the final plat until all conditions of approval have been met,the developer's agreement(if required)has been executed, and the City Attorney has approved title. E. Ifthe plat is not recorded within 30 days after approval by the City Council,the City Clerk shall so notify the City Attorney,who may require additional proof of good title. F. Each final plat shall be recorded with the Scott County Recorder/Registrar of Title. G. After the plat has been recorded,an additional reproducible mylar print of the final plat shall be filed with the Planner, along with two paper copies of the final plat. SEC. 12.34. EFFECT OF PRELIMINARY AND FINAL APPROVAL. Subd. 1. Approval Period. City Council's approval of a preliminary plat shall remain in effect for a period of two(2)years from the date of approval. City Council's approval of a final plat shall remain in effect for a period of two(2)years from the date of approval. Prior to recording of a plat,the developer may withdraw the plat,in which case City Council's approval of the plat is void. Subd.2. Extension of Approval. Upon request by the developer,the City Council may extend the approval period for a preliminary or final plat, subject to all applicable performance conditions and requirements. A request for an extension of approval must be filed on or before the expiration date of the preliminary or final plat. If the approval period has expired,the City Council may require a new submittal unless substantial physical activity or investment has occurred in reasonable reliance on the approved plat and the developer will suffer substantial financial damage as a consequence of a requirement to submit a new submittal. Subd.3. Automatic Extension for Preliminary Plats. The approval period for a preliminary plat shall be automatically extended for an additional 12 months each time the City Council approves a final plat for any portion of the land included in the preliminary plat. Subd.4. Rights During Approval Period. During the approval period set forth in Subd. 1 above, unless the developer and the City Council agree otherwise,no amendment to a comprehensive plan or other ordinance shall apply to or affect the use, development density,lot size,lot layout, or dedication or platting required or permitted by the approved plat. SEC. 12.40. DEVELOPER SHALL CONSTRUCT IMPROVEMENTS. Subd. 1. Responsibility. The developer shall construct all improvements required in a plat, except for specified improvements that the City has agreed to construct and assess as provided in Sec. 12.41. Before the final plat is recorded,the developer shall provide for extension of the improvements described in this Chapter to all lots in the areas to be included in the final plat at no cost to the City. Subd.2. Cost. A. All required improvements shall be constructed by the developer at no cost to the City, except for oversizing expenses. B. The City will pay for oversizing when the oversizing is done at the specific written request of the City. C. When an improvement is oversized the City's share of the cost of construction shall be that portion attributable to the oversizing, and shall be as approved by the City Engineer. Subd.3. Standards. The improvements shall be installed in accordance with the construction plans approved by the City Engineer and the provisions of this Chapter. Subd. 4. Final Plat of a Part of the Preliminary Plat Area. If the final plat does not include all land included in the preliminary plat,temporary improvements may be allowed or required by the City Council on land included in the preliminary plat but excluded from the final plat. Temporary improvements may be required in that area if necessary to protect neighboring property,to comply with provisions of the City Code, or to assure the orderly development of the property in the plat. Subd. 5. Temporary Improvements. The developer shall build and pay all costs for temporary improvements required by the City Council and shall maintain all temporary improvements for the period specified by the City Council. Prior to construction of any temporary improvement,the developer shall file with the City satisfactory security which shall insure that the temporary improvements will be properly constructed,maintained, and removed and replaced with permanent improvements if necessary. Subd.6. Insurance. When performing work in the public right-of-way,the developer shall have insurance sufficient to protect the City from any liability or harm. No construction shall commence until the City Clerk has received and approved a certificate showing such insurance. SEC. 12.41. CITY MAY CONSTRUCT IMPROVEMENTS. Subd. 1. Upon Reauest. A developer may request the City to construct improvements in a plat and assess the costs of their construction under Minn. Stat. Chapter 429. Subd.2. Procedures. If the developer wants the City to construct the improvements,the developer shall comply with the following procedures: A. Petition. The developer shall submit a petition to the City Council requesting that the City construct specified improvements, and waiving all rights to appeal the amount of special assessments which are assessed as a result of the installation of the improvements. B. City Council Action. The City Council shall consider the petition, and may, in its sole discretion,choose to accept or reject the petition. C. Construction of Improvements. If approved by the City Council,the specified improvements shall be constructed in accordance with Minn. Stat. Chapter 429. The City shall have sole responsibility for administration of the project, and will not be responsible for meeting any completion dates scheduled by the developer. The City shall not be responsible for any damages as a result of delays in the project. If the contract for the project is awarded on a unit price basis,the City may authorize changes in the contract so as to include additional units of work at the same unit price, so long as the cost of the additional work does not exceed 25 percent(25%)of the original contract price. By requesting that the City construct the improvement,the developer acknowledges that any changes or additional work required shall be approved by the City. D. Developer to Pay. The developer agrees to pay the assessments on the following terms and conditions: 1. The developer shall waive and release any and all objections of every kind to assessments levied by the City for the specified improvements, including without limitation;objections to procedures and hearings before the City Council in connection with the Improvements and assessment therefor, objections resulting from failure to fully comply with any applicable statute, and objections to the amount of any assessment levied against any property of the developer that is benefitted by the Improvements. 2. The developer shall waive and release the right to appeal the assessment. 3. The Developer shall pay the annual installments of special assessments and taxes when due. The Developer may not claim green acres status on any benefitted land. E. Early Assessment. The developer may request that the special assessments be levied prior to the final wear course being placed on streets. The final decision as to when special assessments are levied is at the sole discretion of the City Council. The cost of the final wear course may be estimated and included in the early assessment, or it may be levied after the final wear course is placed on the streets. F. All Costs Assessed. The entire cost of installation of the specified Improvements, including any reasonable engineering,legal, and administrative costs incurred by the City, shall be paid by the developer to the City as special assessments levied against the benefitted land. The developer also shall pay any applicable interest. G. Occupancy Permits. No occupancy permit shall be issued for any lot unless any levied special assessments for that lot have been paid. If special assessments are pending but not levied,then an occupancy permit may be issued for a lot only if the developer has agreed in writing to pay the special assessments when levied. Once the pending assessments are levied, no further occupancy permits will be issued for any lot in the subdivision until all special assessments have been paid on the lots which already have occupancy permits. H. Security for Special Assessments. A developer shall provide security for special assessments under one or more of the methods in this paragraph. 1. Seventy-five Percent Cash Deposit. Prior to the recording of the final plat, the Developer shall pay to the City in cash a deposit in the sum and amount of seventy-five percent(75%)of the City Engineer's estimated total assessment for all such Plan B Improvements, said amount to be paid upon execution of the Developers Agreement. The cash so paid by the Developer to the City will bear interest for each year at a rate equal to one percent(1%)below the average interest rate(rounded to the nearest quarter percent)on the investments held by the City on December 31d of the respective year until said deposit plus all accrued interest shall be used to pay the remainder of the assessments due. Any excess in deposits will be returned to the developer.If the Developer fails to pay any assessments,interest or penalty as the same come due,the City may draw on said deposit for any such amounts not paid. Those assessments as levied shall be paid by the Developer to the City as special assessments levied against the benefited land. 3. Letter of Credit. Prior to the recording of the final plat,the Developer shall submit to the City a certified letter of credit approved by the City Attorney made payable to the City of Shakopee upon which the City may draw,in the amount of 75%of the City Engineer's estimated total assessment for all such Plan B Improvements;said letter of credit to be submitted upon execution of the developer's agreement. If the Developer fails to pay any assessments,interest or penalty as the same come due,the City may draw on said letter of credit for any such amounts not paid. Those assessments as levied shall be paid by the Developer of a future lot,piece or parcel owner to the City as special assessments levied against the benefited land. The letter of credit shall be renewed annually. If not renewed,the City shall draw on all of the money in the existing letter of credit before it expires. The letter of credit shall be terminated upon payment of all assessments due on developer owned lots and may be reduced to equal the actual amount of assessments due when 75% or more of the assessments have been paid. Reductions shall be limited to one per year. L Payment within Ten Years. All special assessments must be paid in full within ten years from the date the special assessments are levied. If the special assessments are not paid,the developer will be personally liable for any unpaid special assessments plus interest, collection costs, and attorneys'fees. J. Easements and Right-of-Way. The developer shall provide the City, at no cost to the City,with all permanent or temporary easements and rights-of-way necessary for the installation of the specified or future improvements. SEC. 12.42. CHANGE IN WHO CONSTRUCTS IMPROVEMENTS. Subd. 1. City to Construct Improvements. The developer may request that the City construct some or all of the improvements originally planned to be constructed by the developer. If the City Council approves,then the specified improvements shall be constructed by the City as set forth in Sec. 12.41. Subd.2. Developer to Construct Improvements. The developer may request that the developer be allowed to construct some or all of the improvements originally planned to be constructed by the City. Ifthe City Council approves,then the specified improvements shall be constructed by the developer as set forth in Sec. 12.40. Security shall be provided as described hi this Chapter. SEC. 12.43. DEDICATION OF PUBLIC IMPROVEMENTS. Subd. 1. Improvements. All public improvements shall be dedicated to the City free and clear from any encumbrances. Dedication shall become effective upon written acceptance of the improvement by the City Engineer. Subd.2. Easements. A public easement or right-of-way shall be dedicated around all public improvements,including streets,roads, sewers, electric,gas, and water facilities, storm water drainage and holding areas or ponds, and similar utilities and improvements. SEC. 12.46. TIMING OF IMPROVEMENTS. Subd. 1. Construction Timing. A. After Preliminary Plat Approval. Grading may be done after the City Council has approved a preliminary plat. No other public improvements shall be made or constructed prior to City Council approval of a final plat. B. Acceptance. Grading done prior to the approval of a final plat are at the developer's risk. The City may refuse to accept any grading or other public improvements if the improvements were not inspected by the City at the time of installation, all engineering and inspection fees were not paid,the improvements were not constructed according to City design criteria, or security for maintenance, as described in Sec. 12.50, Subd. 3, is not provided. Subd.2. Construction Required Before Recording Final Plat. The City Council may require that certain public improvements be installed and dedicated prior to recording the final plat,when necessary for the protection of other property. Subd.3. Construction After Recording Final Plat. If a public improvement is not constructed, installed, and dedicated prior to recording the final plat,then security shall be provided to the City to assure the satisfactory completion of the improvement at no cost to the City. SEC. 12.47. SECURITY OPTIONS FOR IMPROVEMENTS CONSTRUCTED BY THE DEVELOPER Subd. 1. Options for Different Types of Security. The security for improvements shall be in a form acceptable to the City. The City has approved several options, and the developer may choose which option or combination of options to utilize. The options are as follows: A. cash, B. letter of credit, C. bond, D. escrow agreement, and E. other security agreement. A letter of credit,bond, escrow agreement, or other security agreement shall be in a form approved by the City Attorney. Subd.2. Amount of the Security. A. Improvements. Security shall be provided in an amount sufficient to satisfactorily complete the construction, installation, and dedication of all public improvements and erosion control measures,including all improvements required outside the final plat. B. Inspection and Administration. The security shall include an amount sufficient to cover 100%of the estimated costs of City inspection and administration as set forth in the City's fee schedule. C. Total. The amount of the security shall equal 125%of the estimated total cost of the improvements plus 100%of the estimated costs of City inspection and administration. D. Estimate Made. The estimate of total cost shall be submitted by the developer and approved by the City Engineer. Subd.3. Timing. The security shall be provided to the City and approved prior to recording the final plat. Subd.4. Deferral. The City Council may defer or waive, subject to appropriate conditions,the construction of any improvement which, in the City Council's judgment,is not in the best interests of the public health, safety, and general welfare, or which is inappropriate due to inadequacy or lack of connecting improvements. Security will not be deferred. The developer shall provide security to insure that,upon demand by the City, any deferred improvement shall be constructed. Subd. 5. Imnrovements Excluded from the Security. If the developer has entered into an agreement with the Shakopee Public Utilities Commission for construction of an improvement, and has made satisfactory security arrangements with Shakopee Public Utilities for the improvement,then no security for the improvement shall be required by the City. Subd. 6. Exchange of Security. At any time during the period of the security,the City Attorney may accept a substitution of principal or sureties on the bond, or a substitution of a letter of credit, escrow, or other approved security agreement. SEC. 12.48. DETAILS REGARDING SECURITY OPTIONS. Subd. 1. Letter of Credit. A letter of credit shall be payable to the City of Shakopee. Subd.2. Bond. A bond shall be a performance bond with one or more corporate sureties engaged in the business of signing surety bonds in the State of Mumesota. The bond shall include a provision that the principal of the bond shall comply with all the terms of the resolution of final plat approval relating to construction of required improvements. Subd.3. Escrow Agreement. The escrow holder shall be a responsible independent third party, acceptable to all parties. SEC. 12.49. SECURITY PERIOD. Subd. 1. Period. Security shall be for an initial period estimated by the developer and approved by the City Engineer, and shall be at least 30 days longer than the time necessary for completion of all improvements. The developer shall extend or renew the security as necessary to provide security until all improvements have been completed and accepted by the City Engineer_ Subd.2. Extension or Renewal of Security. Security shall be automatically renewable.. Subd.3. Completion Within Ten Years. Unless otherwise limited in the developers agreement all improvements must be completed within ten years from the date of the final plat approval, or receive City Council permission for extension or renewal of the security. In determining whether to allow extension or renewal the City Council shall consider whether there is a need for the improvement. If the Council determines that there is no need,then the security shall be released. If the Council determines that there is a need,then the Council shall determine whether the improvement should be ordered constructed either at the developer's or the City's expense, and whether the security should be extended or renewed for an additional period of time. SEC. 12.50. REDUCTION IN SECURITY. Subd. 1. When May Be Reduced. A. In General. Security may be reduced upon request by the developer after acceptance of an improvement by the City Engineer. The improvement shall be a complete system, such as all of a particular utility or a block of street paving, and shall have separable costs of at least 20 percent of the total amount of the security. In no event shall the security be reduced below 25%of the original amount of security(plus 100% of the estimated cost of any unpaid inspection and administration costs),nor below 125%of the amount which the City Engineer deems necessary to complete all remaining improvements. B. Streets. When all improvements have been accepted by the City Engineer except for the final wear course on a street,then upon request by the developer the City Engineer may reduce security to 200%of the cost to install the final wear course. Prior to reducing the security the developer must provide the City with security for maintenance of all improvements other than the street, as set forth in Subd. 3 below. Subd.2. When May Be Released. Security may be released in the following circumstances and when the developer complies with Subd. 3 below: A. security may be released for any improvement which the City Council has agreed to construct under Chapter 429; B. security may be released for any improvement for which the developer has provided cash as payment in full for the developer's share of the cost of the improvement, at 125%plus engineering and administrative costs,which improvement cannot be timely constructed by the developer,or which improvement the City Council determines is not appropriate for immediate development due to incompatible grades,future planning, inadequate or lack of connecting facilities,or other reasons. If the amount of security estimated for completion of the improvement exceeds the actual costs,the City shall return any excess to the developer,without interest,upon completion of the improvement; C. security may be released when the City Engineer determines that all required improvements have been satisfactorily completed in accordance with the approved construction plans, and that the developer has given the City Engineer a detailed record drawing survey of the plat showing details as required by the design requirements and in compliance with Subd. 3 of this Section. Subd.3. Security for Maintenance. Security shall not be released for any improvement until the developer has submitted security assuring the satisfactory condition of the improvement for a period of one year after acceptance by the City. If the improvements were constructed without security, security for maintenance still is required. This security may be any security listed as an option in Sec. 12.47, except that a maintenance bond shall be provided in place of a performance bond. The amount of the security shall be 60 percent of the total cost of the improvements. SEC. 12.51. WHEN SECURITY MAY BE DRAWN UPON. The City may draw upon the security whenever it appears that the developer will not comply with the conditions of the final plat, pay the administrative and inspection fee, or comply with the requirements of this Chapter,including completion of all improvements prior to expiration of the security. The City shall make reasonable efforts to notify the developer prior to making any draw. SEC. 12.54. SUBMITTAL REQUIREMENTS FOR PRELIMINARY PLATS. Subd. 1. Documents Required. The preliminary plat shall include the entire land area owned or controlled by the developer,unless the excluded land is of a size described as an optional subdivision under Sec. 12.01, Subd. 3.B. A developer shall submit the following documents to the Planner: A. A completed application form; B. A general narrative description of the project; C. Fees as specified in the adopted City fee schedule; D. A description of any requested variances; E. A wetland delineation report when applicable; F. When applicable to the land being subdivided,the developer shall submit the following documentation: 1. Evidence that a county highway permit will be granted, if the site will have access to a county road; 2. A landscape plan meeting the landscaping and tree preservation requirements of City Code Sec. 11.60; 3. In rural service areas soil percolation tests, soil borings and sewage treatment design for two sites per proposed lot, conforming to the testing procedures of the Shakopee sewage disposal and treatment code; and G. All required drawings as specified in Subd. 2. Subd.2. Drawings Required. In submitting a preliminary plat for consideration,the developer shall submit the following drawings which are described in detail below: A. 20 copies of a drawing of the preliminary plat; B. 20 copies of an existing conditions map; C. 20 copies of a grading and erosion control plan; D. 20 copies of a street and utilities plan; E. 20 copies of a stormwater management plan; F. Copies of other documentation as deemed appropriate or necessary by the Planner; Subd.3. All Drawings. Each drawing submitted by the developer must be on paper which is 22- inches by 34-inches,unless otherwise approved in advance by the City Engineer. In addition,the developer shall provide one paper copy of each drawing on paper which is 11-inches by 17-inches. Each drawing shall contain the following items: A. a north arrow; B. a graphic scale with a minimum scale of one inch equals one hundred feet for parcels under 20 acres. For parcels larger than 20 acres,the Planner may authorize a smaller scale, provided that the plat must be easily interpreted at that scale. A scale of one inch equals 50 feet is preferred; C. the date of the original drawing and all revisions; E. existing and proposed street rights-of-way;and Subd.4. Preliminary Plat Drawing. In addition to the items listed in Subd. 3 above, a preliminary plat drawing shall contain the following items: A. a title block containing the name of the subdivision, "Shakopee,Minnesota", and "Preliminary Plat"; B. the boundary of the subdivision to scale, showing existing permanent monuments, angles,bearings, and distances; C. the property lines and property identification(PID)numbers of all parcels of land within 100 feet of the parcel proposed for subdivision; D. The property lines and the property identification numbers(PIDs)of all parcels of land within 100 feet of the parcel proposed for subdvision; E. the name and address of the developer; F. the name and address of any design professional involved in the preparation of the plat, including the engineer,land surveyor,architect,planner, etc.; G. a block of zoning information including the following: 1. the current zoning of the land; 2. the total number of buildable lots; 3. the total number of outlots; 4. the total acreage included in the preliminary plat,in tenths of an acre; 5. the total acreage of street right-of-way,in tenths of an acre; 6. the total acreage of areas intended to be dedicated for public use, other than streets, alleys,pedestrian ways,and utility easements; 7. the total acreage of outlots; 8. the minimum lot depth in the subdivision; 9. the minimum lot depth under the zoning ordinance;and 10. the minimum lot width in the subdivision at the building setback; IL proposed lot and block numbers; L the exterior dimensions of each lot; J. the area of each lot in square feet; K. the location and dimensions of any existing or proposed streets; L. the proposed street names; M. the location and dimensions of any existing or proposed easements, and the type of easement; N. the location and dimensions of any existing or proposed sidewalks or trails; 0. the location of any existing structures which are intended to remain after final plat recording;and P. building setback lines. Subd.5. Existing Conditions Man Drawing. In addition to the items listed in Subd. 3 above,an existing conditions map drawing shall contain the following items: A. the location and dimensions of any previously platted streets; B. the location and dimensions of driveways or other curb cuts; C. a location map of the subject property at a minimum scale of one-inch equals 2000 feet; D. the property lines and PID numbers of all parcels of land within 100 feet of the parcel proposed for subdivision; E. any existing infrastructure, such as sanitary sewer, storm sewer,watermains, culverts, or other underground facilities; F. the location and dimensions of any wetlands; G. the location and dimensions of any existing easements and right-of-way; H. contours of the land at two-foot intervals; L the location and size of all trees which are over six inches in diameter,measured at six feet off the ground,with all such trees proposed for removal clearly identified. Trees in a delineated woodland area,which will not be disturbed,need not be individually identified; J. the location and perimeter of all floodplains; K the location and perimeter of all shoreland areas; L. the location of any existing wells; M. the location and dimensions of any known contaminated soils areas; N. the location of any existing septic systems; 0. the location and dimensions of any existing foundations or retaining walls; P. the location and dimensions of any known fill areas; Q. the location and ordinary high water mark of any lake, stream, or other watercourse; and R. the location of any power transmission poles and towers. Subd.6. Grading and Erosion Control Plan. In addition to the items listed in Subd. 3 above, a grading and erosion control plan drawing shall contain the following items: A. existing contours at two-foot intervals up to 100 feet off-site, shown by light dashed lines; B. proposed contours at two-foot intervals up to 100 feet off-site, shown by solid lines; C. spot and finished elevations at all property corners; D. proposed floor elevations; E. existing floor elevations for all structures; F. the lowest final grade elevation for all lots adjacent to stormwater facilities; G. street grade changes and percentage of grade; H. Ordinary high water(OHW)level of all ponding facilities,wetlands,lakes, streams, and rivers, all of which also shall be identified and labeled; L bench mark listing location and elevation; J. grading and erosion control information, including the following: 1. maximum driveway grade; 2. maximum ditch grade; 3. minimum ditch grade; 4. maximum slope grade; 5. maximum street grade; 6. minimum street grade;and 7. maximum street grade within 50 feet of a street intersection; K. delineation of wetlands on the site; L. erosion control features including detail drawings as required in the erosion control plan,and lot benching details; M. an erosion control statement as required by the design criteria; N. name,registration number, and signature of the professional engineer or surveyor,and 0. storm sewer schematic to 100 feet off-site, showing both proposed and existing. Subd. 7. Street and Utilities Plan Drawing. In addition to the items listed in Subd. 3 above, a street and utilities plan drawing shall contain the following items: A. a sanitary sewer schematic to 100 feet off-site, showing both proposed and existing, including the following: 1. rim and invert elevations;and 2. pipe size,grade, and material. 3. manhole size and type. B. sanitary sewer information,including the following: 1. maximum length between manholes;and 2. minimum depth of manhole as measured from the top of the rim elevation to the sewer invert elevation; C. storm sewer schematic to 100 feet off-site, showing both proposed and existing, including the following: 1. rim and invert elevations of structures and catch basins;and 2. pipe size and material; D. storm sewer information,including the following: 1. maximum length between manholes; 2. minimum depth of manhole as measured from the top of the rim elevation to the sewer invert elevation; 3. normal and high water elevations for any pond, shown on the plan view; E. typical roadway sections; F. drainage and utility easements; G. name, registration number, and signature of the professional engineer, H. sanitary sewer profiles; L storm sewer profiles;and J. street layout including curb lines. Subd. 8. Stormwater Management Plan Drawing. In addition to the items listed in Subd. 3 above, a stormwater management plan drawing shall contain the following items: A. drainage area map, showing the following: 1. a delineation of existing and proposed drainage sub-areas, including any larger tract or basin of which the subject is a part; 2. all proposed ponding areas,with the normal and high water elevations;and 3. off-site drainage volumes and rates for each subarea; B. drainage calculations,including the following: 1. total stormwater runoff from the site and entering the site; 2. gross area of the subdivision; 3. National Urban Runoff Program or Water Quality pond volume and sediment storage volume;and 4. pond sizing computations; C. existing contours at two-foot intervals up to 100 feet off-site, shown by light dashed lines; D. proposed contours at two-foot intervals up to 100 feet off-site, shown by solid lines; E. normal and high water levels of all ponding facilities,wetlands,lakes, streams, and rivers, all of which also shall be identified and labeled; F. bench mark listing location and elevation; G. delineation of wetlands on the site; H. name, registration number,and signature of the professional engineer; L directional arrows showing lot and site drainage patterns; J. a narrative and summary of the stonnwater calculations; K. emergency overflow routes and elevations from all ponding areas and wetlands for a 100-year storm; L. total pond volume required and available for each pond; M. National Urban Runoff Program or Water Quality pond volume required and available for each pond; N. storm sewer schematic to 100 feet off-site, showing both proposed and existing storm sewers; and 0. a delineation of the floodway,flood fringe, and floodplain. SEC. 12.56. SUBMITTAL REQUIREMENTS FOR FINAL PLATS. Subd. 1. Documents Required. A developer shall submit the following documents to the Planner: A. a completed application form; B. a fee as specified in the fee schedule;and C. all required drawings and additional documentation specified below. Subd.2. Drawings Required. In submitting a final plat for consideration,the developer shall submit the following drawings which are described in detail below: A. 20 copies of a drawing of the final plat; B. 20 copies of a drawing of the area plat; C. 20 paper copies and one autocad copy of construction plans for all public improvements; D. when applicable to the land being subdivided,the developer shall submit the following documentation: 1. construction plans for all public improvements,including but not limited to the following: a. streets, sewer mains, storm drainage facilities, sidewalks,trails, street lights, and other public improvements governed by City design criteria; and b. watermains and other public improvements governed by Shakopee Public Utilities design criteria; 2. any required permits or approvals,including but not limited to the following: a. Minnesota Department of Transportation permit to work in the right- of-way; b. Scott County permit to work in the right-of-way, c. Minnesota Pollution Control Agency national pollutant discharge elimination system permit; d. Minnesota Pollution Control Agency sanitary sewer extension permit; and e. City street cut permit for utility installation;and 3. a petition for improvements intended to be constructed by the City and specially assessed under Minn. Stat. Chapter 429,if desired by the developer. E. Copies of other documentation as deemed appropriate or necessary by the Planner. Subd.3. All Drawings. Each drawing submitted by the developer must be on paper which is 11- inches by 17-inches or 22-inches by 34-inches,unless otherwise approved in advance by the City Engineer. Each drawing shall contain the following items: A. a north arrow; B. a graphic scale with a minimum scale of one inch equals one hundred feet for parcels under 20 acres. For parcels larger than 20 acres,the Planner may authorize a smaller scale,provided that the plat must be easily interpreted at that scale. A scale of one inch equals 50 feet is preferred; C. proposed lot lines;and D. existing and proposed street rights-of-way. Subd.4. Final Plat Drawing. In addition to the items listed in Subd. 3 above, a final plat drawing shall be submitted on autocad and shall contain the following items: A. a title block containing the name of the subdivision, "Shakopee,Minnesota", and "Final Plat"; B. the legal description of the entire parcel proposed for final platting; C. the boundary of the subdivision to scale, showing angles,bearings, distances, and either showing permanent monuments or a statement that all monuments will be set within one year after recording; D. a sworn certification by a registered land surveyor,that the plat is a correct representation of a survey made by that surveyor,that all distances are correctly shown,that all monuments have been or will be correctly placed in the ground as shown or stated,and that the outside boundary lines are correctly designated on the plat; E. the name and adjacent boundary lines of any adjoining platted lands; F. lot and block numbers; G. the exterior dimensions of each lot; H. the location and dimensions of any existing or proposed streets, alleys,trails, and other public areas; L the proposed street names; J. the location and dimensions of any existing or proposed permanent easements, and the type of easement; K. a notarized statement by the property owner and any mortgage holder dedicating all streets, alleys,trails, easements, and other public areas as follows: "Streets, alleys, trails, easements, and other public areas shown on this plat are hereby dedicated to the public."; L. space for certificates of approval to be filled in by the signatures of the Mayor, City Attorney, and City Clerk, in the following form: Approved by the City of Shakopee,Mumesota,this day of 19 Mayor ATTEST: City Clerk I certify that I have examined evidence of title for this plat and recommend this plat for approval. City Attorney Subd.5. Area Plat Drawing. In addition to the items listed in Subd. 3 above, an area plat drawing shall contain the following items: A. the name and address of the developer; B. the name and address of any design profession involved in the preparation of the plat, including the engineer,land surveyor, architect,planner,etc.; C. the date of the original drawing and all revisions; D. a block of zoning information including the following: 1. the current zoning of the land; 2. the total number of buildable lots; 3. the total number of outlots; 4. the total acreage included in the final plat, in tenths of an acre; 5. the total acreage of street right-of-way,in tenths of an acre; 6. the total acreage of areas intended to be dedicated for public use, other than streets, alleys,pedestrian ways, and utility easements; 7. the total acreage of outlots; S. the minimum lot depth in the subdivision; 9. the minimum lot depth under the zoning ordinance; and 10. the minimum lot width in the subdivision at the front building setback; E. the area of each lot in square feet; F. the property lines and PID numbers of all parcels of land within 100 feet of the parcel proposed for subdivision; G. the location and dimensions of any existing or proposed temporary easements, and the type of easement; H. the location and dimensions of any existing or proposed sidewalks or trails not otherwise shown in an easement; L the location of any existing structures which are intended to remain after final plat recording;and J. building setback lines. Subd.6. Common Interest Community Subdivisions. In addition to the items listed above,in Common Interest Community subdivisions the developer shall provide the following: 1. evidence that perpetual access is provided to each unit; 2. evidence that a perpetual easement or other access is provided for utilities to each unit; 3. evidence that a perpetual easement or other egress is provided for storm water drainage from each unit;and 4. evidence that perpetual maintenance of common areas is provided for. SEC. 12.57. SUBMITI'AL REQUIREMENTS BEFORE FILING FINAL PLAT. Subd. 1. Evidence of Title. The developer shall submit to the City Attorney evidence of title to the property. This is required in order to allow the City Attorney to determine whether the City is acquiring clear title to any property being dedicated, such as streets, parks, and easements. Evidence of title can be either an Abstract of Title continued to date, or a Registered Property Abstract. In those instances where an Abstract of Title or Registered Property Abstract is lost or otherwise not available, the developer shall submit evidence of title satisfactory to the City Attorney. Subd.2. Reformation of Mortgages. If there is an existing mortgage on the property being subdivided,the developer must submit evidence that the legal description on any mortgages have been reformed to match lots and blocks of the plat. Subd.3. Developer's Agreement. If security needs to be provided for any improvements under Sections 12.40 through 12.51,the developer shall enter into a developer's agreement with the City prior to filing the final plat. The developer's agreement shall identify who is constructing each improvement, and identify the security being provided for construction and maintenance. Conditions imposed by the City Council in their approval of the final plat may be included in the developer's agreement, along with any other appropriate provisions. SEC. 12.60. DESIGN CRITERIA. Subd. 1. Purpose. Each subdivision of land needs to blend with and complement surrounding divisions of land. In order to accomplish this,the City has established certain design criteria to which all divisions of land must conform. Subd.2. City Design criteria. The City Engineer has prepared and adopted design criteria and specifications for construction and installation of public improvements. All public improvements be designed,constructed, and installed according to and conform to the City design criteria. SEC. 12.61. GRADING. All grading for a subdivision shall be done in accordance with the City design criteria. SEC. 12.62. EROSION CONTROL. Subd. 1. Required. Erosion control shall be provided for all land in a subdivision during construction. Subd.2. Design criteria. All erosion control measures shall be designed, constructed, installed, and removed in accordance with the City design criteria. SEC. 12.63. STORM SEWER. Subd. 1. Required. Storm sewer or surface water drainage facilities shall be provided for all land in a subdivision. Subd.2. Design criteria. All storm sewers shall be designed,constructed,and installed in accordance with the City design criteria. Subd.3. Trunk Fees. The developer shall pay to the City trunk storm sewer fees as established by the City Council. SEC. 12.64. SANITARY SEWER. Subd. 1. Required. Sanitary sewer facilities shall be provided for all developable lots in a subdivision. Private sewer systems or septic systems shall be allowed only outside the Metropolitan Urban Service Area. Subd.2. Design criteria. All sanitary sewers shall be designed,constructed,and installed in accordance with the City design criteria. Subd.3. Trunk Fees. The developer shall pay to the City trunk sanitary sewer fees as established by the City Council. SEC. 12.65. UTILITIES. Subd. 1. Required. Public water, electric, and gas shall be provided for all developable lots in a subdivision. Provision for other utilities, such as telephone and cable television, shall be included in the design of the subdivision,but are not required to be installed. Subd.2. Design criteria. All utilities shall be designed, constructed,and installed in accordance with any applicable City design criteria. SEC. 12.66. STREET LIGHTS. Subd. 1. Required. Street lights shall be provided in a subdivision as required in the City design criteria. Subd.2. Design criteria. All street lights shall be designed, constructed,and installed in accordance with any applicable City design criteria. Installation of Street Lighting.The subdivider shall provide for installation of street lighting and operation for a period of three(3)years as prescribed by the Utilities Manager. SEC. 12.67. STREETS AND ALLEYS. Subd. 1. Required. All lots shall abut either a public street or common property specified for street or driveway use in a common interest community subdivision. Subd.2. Design criteria. All streets and alleys shall be designed,constructed, and installed in accordance with the City design criteria. Right-of-way shall be dedicated to the City at no cost to the City at the width specified in the design criteria. SEC. 12.68. SIDEWALKS AND TRAILS. Subd. 1. Required. Sidewalks and trails shall be provided where specified in the City's sidewalk and trail plans. Subd.2. Design criteria. All sidewalks shall be designed, constructed,and installed in accordance with the City design criteria. SEC. 12.69. LOTS AND BLOCKS. Subd. 1. Lots. All lots shall be of at least the minimum size specified in the City's zoning ordinance. Subd.2. Monuments.Permanent monuments shall be placed at the corner of each lot as required by Minnesota Statutes Chapter 505. Subd.3. Blocks.Blocks shall be of a size to facilitate neighborhood development and to provide smooth traffic circulation. Block shapes and dimensions shall be set in accordance with the City design criteria. SEC. 12.70. PARKS AND DEDICATIONS. Subd. 3. Purpose. The City Council recognizes it is essential to the health, safety and welfare of the residents of the City of Shakopee that the character and quality of the environment be considered to be of major importance in the planning and development of the City. In this regard, the manner in which land is developed and used is of high priority. The presentation of land for park, playground, public open space purposes and trails as it relates to the use and development of land for residential, commercial and industrial purposes is essential to the maintaining of a healthful and desirable environment for all residents of the City. We must not only provide these amenities for our citizens today, we must be mindful of our future citizens. The City Council should recognize that demand for park, playground, public open space and trails within a municipality is directly related to density and intensity of development permitted and allowed within any given area. Urban type developments mean greater numbers of people and higher demands for park, playground, public open space and trails. To disregard this principle is to inevitably over-tax existing facilities and thus diminish the quality of the environment for all residents. Subd. 2. Standards for Accepting Dedication of Land for Public Purposes: It should be the policy of the City of Shakopee that the following standards and guidelines for the dedication of land for park, playground, and open space purposes(or cash contribution in lieu of such dedications) in he subdividing and developing of land within the City shall be directly related to density and intensity of each subdivision and development. 1. As a prerequisite to subdivision approval, subdividers shall dedicate land for parks, playgrounds, public open spaces and trails and/or shall make a cash contribution to the City's park fund and trail fund as provided by this section. 2. Land to be dedicated shall be reasonably suitable for its intended use and shall be at a location convenient to the people to be served. Factors used in evaluating the adequacy of the proposed park and recreation areas shall include size, shape, topography, geology, hydrology, tree cover, access and location. 3. The Parks and Recreation Advisory Board shall recommend to the Planning Commission and City Council the land dedication and cash contribution requirements for proposed subdivisions. 4. Changes to the density of plats shall be reviewed by the Parks and Recreation Advisory Board for reconsideration of park dedication and cash contribution requirements. 5. When a proposed park, playground, recreational area, school site or other public ground has been indicated in the City's official map or Comprehensive Plan and is located in whole or in part within a proposed plat, it shall be designated as such on the plat and shall be dedicated to the appropriate governmental unit. If the subdivider elects not to dedicate an area in excess of the land required hereunder for such proposed site, the City may consider acquiring the site through purchase or condemnation. 6. Land are conveyed or dedicated to the City shall not be used in calculating density requirements of the City zoning ordinance, and shall be in addition to and not in lieu of open space requirements for planned unit developments. 7. When private open space for park and recreation purposes is provided in a proposed subdivision, such areas may be used for credit, at the discretion of the City Council, against the requirements of dedication for park purposes, provided the City Council finds it is in the public interest to do so. 8. The City, upon consideration of the particular type of development, may require larger or lesser parcels of land to be dedicated if the City determines that present or future residents would require greater or lesser land for park and playground purposes. 9. In residential plats, the City of Shakopee shall have a standard of one (1) acre of park land for every seventy-five(75)people. Thus, one acre of land shall be conveyed to the City as an outlot warranty for every seventy-five(75)people the platted land could house based on the following population calculations: Single-family detached dwelling lots3.0 persons per lot Duplex/Twin homes 3.0 persons per dwelling unit Apartments, Townhouses, condominiums, other multiple family dwelling units1 person per bedroom 10. In plats other than residential, the City hereby finds that, as a general rule, it requires that an amount of land equal to 10% of the undeveloped land proposed to be subdivided be dedicated or reserved to the public for public use for parks, playgrounds, trails, wetlands or open space. Should the land to be dedicated have greater fair market value than the average fair market value in the plat, the City shall only be authorized to require dedication of an amount of land equal to 10% of the fair market value of all the property being platted. 11. In lieu of park land donation, the City may require an equivalent cash donation based upon average undeveloped land value in the City. The cash dedication requirement shall be established annually by the City Council. 12. In lieu of trail donation, trail construction, or trail easement dedication, the city may require a cash donation for the trail system. The cash dedication requirement shall be established annually by the City Council. Dedication for trails in the form of cash shall apply only to residential plats. 13. The City may elect to receive a combination of cash, land and development land for park use. The fair market value of land the City wants and the value of the development of land shall be calculated. That amount shall be subtracted from the cash contribution required by subsection(k) above. The remainder shall be the cash contribution requirement. 14.Fair market value shall be determined as of the time of filing the final plat in accordance with the following order of preference: (1) the price the subject land sold for within the past year, (2) based on the average fair market value of undeveloped city residential property by zoning classification, served by major City utilities. (3) an appraisal performed for or on behalf of the City within the past year, (4) an appraisal performed for or on behalf of the subdivider within the past year. The fair market value determination shall exclude any value added to such land within the past year for improvements serving such land. 15. Planned unit developments with mixed land uses shall make cash and/or land contributions in accordance with this section based upon the percentage of land devoted to the various uses. 16.Park and trail cash contributions are to be calculated at the time of the final plat approval. 17. The cash contributions for parks and trails shall be deposited in either the City's park development fund or multi-purpose pedestrian fund and shall be used only for park acquisition or development and trial acquisition and development. 18. If a subdivider is unwilling or unable to make a commitment to the City as to the type of building that will be constructed on lots in the proposed plat, the land and cash contribution will be a reasonable amount determined by the City Council. 19. Wetland, ponding areas, drainageways accepted by the City shall not be considered in the park land and/or cash contribution to the City. 20. When a proposed trail has been indicated in the City's official Comprehensive Plan Map, and it is located in whole or in part within the proposed plat, it should be designated on the plat and should be dedicated to the City. If the subdivider elects not to dedicate and area in excess of the land required for a trail, the City may consider acquiring it through condemnation. 21. Required land dedication and/or payment of fees in lieu of land dedication shall be required at the time of final subdivision approval. However, at the request of any party submitting a plat, the Council may, at it's exclusive discretion, enter into a contractual agreement with said developer to allow said payment to be deferred until a building permit or permits are issued for the lots in said plat. Any such deferment shall be in accordance with the park dedication fees in effect at the time of issuance of the building permit(s). SEC. 12.71. LANDSCAPING. Subd. 1. Required. Landscaping shall be provided for all land in a subdivision. Subd.2. Design criteria. Landscaping shall be designed and installed in accordance with the zoning ordinance and City design criteria. SECTIONS 12.72-12.74. Reserved. SEC. 12.75. FEES. The developer shall pay the City an administrative and inspection fee consistent with the fee established annually by the City.based on %of the estimated cost of the improvements. All engineering and inspection fees are due prior to inspection,if the final plat for the property has not been recorded. If the final plat is to be recorded,then one-half of the fees are due prior to recording the final plat, and the other one-half may be included in the security and must be paid prior to the time of acceptance of the final improvements. Fees shall be based upon the most recent fees as established yearly by Council for the City of Shakopee. SEC. 12.80. ADMINISTRATION. Subd. 1. Enforcing Officer. This Chapter shall be administered and enforced by the Planner or his/her designee in accordance with its terms. Subd.2. Duties of the Planner.The Planner's duties shall include the following: A. administer all applications under this Chapter; B. serve as staff advisor to the Planning Commission and the City Council; C. prepare reports and information for the Planning Commission and the City Council, and attend their meetings and participate in their hearings and discussions; D. maintain records of all preliminary plats,final plats,minor subdivisions,variances, appeals, and other matters regulated by this Chapter; E. determine that all building permits comply with the terms of this Chapter; F. institute appropriate enforcement proceedings and actions against violators;and G. perform such other functions as may be necessary to enforce and administer this Chapter. Subd.3. Notice.Failure to give notice or to give adequate notice of proceedings under this Chapter, when such is required by this Chapter shall not invalidate any proceeding,provided that a good faith attempt has been made to comply with the notice requirement. Subd.4. Fees.The fees required by this Chapter shall be those specified in the most recent Fee Schedule adopted by the City Council. Fees are payable at the time a drawing and documents are submitted to initiate a preliminary or final plat, or upon submission of an application for any other procedure governed by this Chapter. No application shall be deemed to be complete until the fee has been paid. The fee may be waived by the City Council in the case of applications filed in the public interest by the Planning Commission or City Council. SEC. 12.83. SUBDIVISION REGULATIONS AMENDMENTS. Subd. 1. Initiation.An amendment to the subdivision regulations may be initiated only by the City Council or by the Planning Commission. All amendments shall be consistent with the purposes of this Chapter. Subd.2. Criteria for Granting a Subdivision Regulations Amendment.The City Council may approve an amendment to the subdivision regulations amendment when it finds that one or more of the follow criteria have been met: A. that the original subdivision regulations ordinance is in error, B. that significant changes in community goals and policies have taken place; C. that significant changes in City-wide or neighborhood development patterns have occurred;or D. that the comprehensive plan requires a different provision. Subd. 4. Planning Commission Recommendation.The Planning Commission shall review each proposed amendment to the subdivision regulations, and submit its recommendation to the City Council. Subd.5. City Council Action.After receipt of the recommendation of the Planning Commission,the City Council shall consider and act on the amendment. Subd.6. Reapplication.No amendment which is denied wholly or in part by the City Council shall be resubmitted for a period of six(6)months from the date of denial, except on grounds of new evidence or change of conditions. Each reapplication shall be considered a new application. SEC. 12.89. VARIANCES. Subd. 1.Unusual Hardship. The City Council may vary the subdivision regulations as they apply to specific properties where an unusual hardship exists on the land or where the City Council has previously granted variations from this Chapter as a part of a separate Planned Unit Development (PUD)application and review.Prior to Council action,the Planning Commission shall have reviewed the application and approved, approved with conditions,or denied the application. Failure of the Planning Commission to make a decision, after a written request to do so at a specifically designated meeting, shall constitute a denial. Subd. 2. Specific Grounds for Granting Variances. Variances will be granted only when the City Council finds that exceptional circumstances exist or practical difficulties will result from strict compliance with the subdivision regulations, or that the purposes of the subdivision regulations may be served to a greater extent by an alternative proposal. In determining whether to grant a variance the City Council may consider any factor demonstrating that strict compliance with the subdivision regulations would be unreasonable, impractical, or not feasible under the particular circumstances. In making its determination, the City Council may consider any relevant factor, including but not limited to the following: A. the variance will not have the effect of nullifying the intent and purpose of the subdivision regulations; B. the purposes and intent of this Chapter may be equally served by the alternative proposal; C. the granting of the variance will not be detrimental to the public safety,health, or welfare, or injurious to other property or improvements in the neighborhood in which the property is located; D. the conditions upon which the request for a variance are based are not generally applicable to other property in the City; E. the particular physical surroundings, shape,or topographical conditions of the specific property involved;and F. the variance will not in any manner vary the provisions of the zoning ordinance, comprehensive plan, or any official map. Subd.3. Application.An application for a variance shall be filed with the Planner or his/her designee on the appropriate forms stating the unusual hardship claimed and the specific relief requested. Subd.4. Submission with Preliminary Plat.Request(s)for a variance under this Chapter shall be submitted with the application for Preliminary Plat approval. A. An application submitted independent of a preliminary plat must meet all submittal requirements for a preliminary plat, except those waived by the Planner as unnecessary due to the specific nature of the variance requested. Subd.5. Decision.Upon recommendation by the Planning Commission,the City Council may grant or deny a variance. Variances may be approved by the affirmative vote of a simple majority of those present. If the City Council denies a variance,it shall make a finding and determination that the conditions required for approval do not exist. No application for a variance which has been denied wholly or in part shall be resubmitted for a period of six(6)months from the date of denial, except on grounds of new evidence or proof of change of conditions. Subd.6. Additional Conditions.In granting a variance,the City Council may impose conditions in order to preserve the health, safety or welfare of the community or in order to meet the purposes of this Chapter or the comprehensive plan. Subd.7. Recording. Each variance shall be enumerated in,and thereby recorded with the final plat resolution in the Scott County Recorder's office. Subd.8. Term of Variance. A variance granted by the City Council shall expire if the preliminary or final plat to which it relates expires. Subd.9. Violations. No developer shall violate,fail to comply with, or assist, direct, or permit the violation of the terms or conditions of a variance. Such violation shall be a violation of the variance and shall render the variance null and void. SEC. 12.90. APPEALS. Subd. 1. Appeals from City Staff Decisions. Any person aggrieved by a decision of the Planner,the Planner's designee,or other City staff person regarding the enforcement of this Chapter,may appeal to the Board of Adjustment and Appeals. The appeal shall specify what error allegedly was made in an order,requirement,decision, or determination made by the Planner or other person. The appeal shall be filed in writing with the Planner within seven days of the date of decision. Upon receipt of an appeal,the Planner shall schedule the matter for consideration by the Board. The Board shall have authority to affirm,modify,or reverse the decision of the Planner or other person. This provision shall not apply in the case of a criminal prosecution for violation of this Chapter. Subd.2. Construction During Anneal Period. Any developer who obtains a building permit and starts construction during an appeal period assumes the risk that the decision may be reversed upon appeal. When an appeal is received by the City,the developer will be notified of the appeal,unless the developer filed the appeal. SEC. 12.91. NONCONFORMITIES. Subd. 1. Purpose. When a lot or final plat existed on the effective date of this ordinance and no longer fully meets the regulations of this Chapter, such lot or plat will be allowed to develop under carefully regulated conditions. Subd.2. Development of Nonconforming Lot or Plat. Development of a nonconforming lot or plat may be permitted upon a finding by the Board of Adjustment and Appeals of the following: A. the number and extent of nonconfonmities will not be affected or will be reduced in conjunction with the proposed development; B. the impact of nonconformities upon adjacent property will not be affected or will be reduced in conjunction with the proposed development;and C. the conditions to be imposed by the Board of Adjustment and Appeals will effect the intent of this section. Subd.3. Nonconformity; Eminent Domain.When the taking under eminent domain of a portion of the land upon which there existed a lawful lot or division of land prior to such taking results in such lot or division of land becoming unlawful under this Chapter, such use is a nonconformity and may be continued only under the provisions of this Chapter. SEC. 12.96. REGISTERED LAND SURVEYS. No parcel of land may be divided through a registered land survey. If a registered land survey is designed to create more than one parcel of land, modify property lines, or combine parcels of land,the property must be platted under this Chapter. If a registered land survey only clarifies a metes and bounds description on a single parcel of land,platting is not required. SEC. 12.97. RECORDING WITHOUT COMPLIANCE WITH THIS CHAPTER. Subd. 1. Nine of Conveyance of Land. No conveyance of land to which these regulations apply shall be filed or recorded with the office of the Scott County Recorder/Registrar of Title,if the land is described in the conveyance by metes and bounds or by reference to an unapproved registered land survey made after April 21, 1961, or to an unapproved plat made after these regulations become effective, except if the land described: A. was a separate parcel of record as of July 25, 1972,when the City first adopted subdivision regulations; B. was the subject of a written agreement to convey entered into prior to July 25, 1972; C. was a separate parcel of not less than two and one-half acres in area and one hundred fifty feet in width on January 1, 1966; D. was a separate parcel of not less than five acres in area and 300 feet in width on July 1, 1980; E. 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 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 F. is a single parcel of residential or agricultural land 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. Subd.2. Exception. In any case in which compliance with Subd. 1 of this Section will create an unnecessary hardship and failure to comply does not interfere with the purpose of the subdivision regulations,the City Council may waive such compliance by adoption of a resolution to that effect and the conveyance may then be filed or recorded. Subd.3. Sales of Lots From Unrecorded Plats.It is unlawful to sell,trade, or otherwise convey any lot as a part of or in conformity with, any plat of any subdivision unless the plat has been recorded with the Scott County Recorder/Registrar of Title. SEC. 12.99. VIOLATION A MISDEMEANOR. A violation of this Chapter occurs when 1)a person performs an act prohibited by or declared unlawful by this Chapter,2)a person fails to act in accordance with this Chapter when such action is required, and 3)a person knowingly makes or submits any false statement or document in connection with any application or procedure required by this Chapter. Upon conviction of a violation, such person shall be punished as for a misdemeanor. Section 2—That the City Council hereby adopts the following summary for purposes of publication: ORDINANCE 557 SUMMARY Sec. 12.01. TITLE,PURPOSE,AND INTERPRETATION This section sets forth the purpose, scope, and rules for application of the Subdivision Regulations. Sec. 12.02. DEFINITIONS This section defines significant terms used in the Subdivision Regulations, and addresses how inconsistencies with other portions of the City Code are to be dealt with. Sec. 12.21. MINOR SUBDIVISIONS. This section establishes a class of subdivisions consisting of five(5) or fewer lots that may be approved administratively, and establishes a procedure for minor subdivisions. Sec. 12.28. PRELIMINARY PLAT APPROVAL PROCESS. This section establishes the process for determining applications to be complete, for Planning Commission and City Council review of preliminary plats. Sec. 12.32. FINAL PLAT APPROVAL PROCESS. This section establishes the process for determining applications to be complete, for Planning Commission and City Council review of final plats. Sec. 12.34. EFFECT OF APPROVAL. This section establishes that the effective period for preliminary plat approval is one(1)year, and for final plat approval is two (2)years. It further provides a process for approval of extensions, and sets forth rights during the approval period. Sec. 12.40. DEVELOPER SHALL CONSTRUCT IMPROVEMENTS. This section requires developers to construct improvements required in a plat. Sec. 12.41. CITY MAY CONSTRUCT IMPROVEMENTS. This section sets forth a process by which developers may request that the City construct certain public improvements. It further establishes the method by which developers are to pay for improvements installed by the City. Sec. 12.47 and 12.48.SECURITY OPTIONS and DETAILS REGARDING SECURITY OPTIONS. Section 12.47 sets forth the options for providing security for improvements in connection with a plat, as well as the required amounts and timing. Section 12.48 addresses related issues. Sec. 12.54. SUBMITTAL REQUIREMENTS FOR PRELIMINARY PLATS. This section spells out the following: • The documents that are required for a complete preliminary plat application, • The drawings that are required for a complete preliminary plat application, including grading and erosion control, and street and utilities plans • Information that is required on drawings, Sec. 12.56. SUBMITTAL REQUIREMENTS FOR FINAL PLATS. This section spells out the following: • The documents that are required for a complete final plat application, • The drawings that are required for a complete final plat application, including grading and erosion control, and street and utilities plans • Information that is required on drawings, Sec. 12.60—12.69.DESIGN CRITERIA—LOTS AND BLOCKS These sections address criteria to be applied to the configuration of plats as well as the design of certain improvements in plats. Sec. 12.70. PARKS AND DEDICATIONS. This section establishes the standards for accepting park dedication in land, cash or some combination of land and cash. Sec. 12.80. ADMINISTRATION. This section establishes the responsibilities of the Planner in administering the subdivision regulations. Sec. 12.99 VIOLATION A MISDEMEANOR. This section makes violation of the subdivision regulations a misdemeanor. Sec. 12.83. SUBDIVISION REGULATIONS AMENDMENTS. This section sets forth the process of initiating Planning Commission and City Council review of amendments to the subdivision regulation. Sec. 12.89. VARIANCES. This section establishes the process for seeking variances from the subdivision regulations, as well as the grounds for granting variances. Section 3-Effective Date. This ordinance becomes effective from and after its passage and publication of the summary above. Adopted in regular session of the City Council of the City of Shakopee,Minnesota held the day of , 1998. Mayor of the City of Shakopee ATTEST: City Clerk Published in the Shakopee Valley News on the day of , 1998. PREPARED BY: City of Shakopee 129 South Holmes Street Shakopee,MN 55379 CITY OF SHAKOPEE Memorandum 15 6. I . TO: Mayor& City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Discussion on 2000 Capital Improvement Projects DATE: September 21, 1999 INTRODUCTION: This memorandum is intended to provide a financial analysis of the funding for the proposed 2000 Capital Improvement Projects (CIP) that impact the City's tax levy. These three projects are as follows: 1. Gorman Street Reconstruction 2. Street Reconstruction Project on 3rd Avenue and Shumway Street 3. Vierling Extension, from Orchard Park West to C.R. 15 BACKGROUND: The City has three main projects proposed that will impact the City's tax levy. The first project is the 2000 Street Reconstruction on 3rd Avenue, from C.R. 69 to Shumway Street and Shumway Street, from 2nd Avenue to 3rd Avenue. In this proposed project the City tax levy portion is estimated at $566,000.00. The reconstruction of existing paved streets is usually assessed at 25% of the project costs, with the remaining 75% funded by the City's general tax levy. The second project is Gorman Street Reconstruction, in which the City's tax levy for both the City's assessments on the City property on the project and the City's tax levy for the reconstruction of Gorman Street is approximately $310,000.00. The City would also contribute funds from its Sanitary Sewer Enterprise Fund and Storm Drainage Enterprise Fund to pay for improvements on this project. The third project is Vierling Drive Extension, from Orchard Park West to C.R. 15 and the City would need to contribute approximately $75,000.00 for street oversizing. The City would be assessed for the street adjacent to Lions Park of approximately $207,000.00. This project is needed to complete the City's collector street north of T.H. 169. This proposed extension of Vierling Drive would also travel through vacant land that has not developed and would provide this property an access road for development. The total City tax levy amounts, including assessments, for these three projects is approximately $1.1 million dollars and has been included in the proposed 2000 Budget expenditures. The assessments and tax levy have been included in the 2000 Budget. The impact of these three projects to the City Budget was discussed and the recent loss of assessment or possible loss of assessments in the Sarazin Street Project, if funded by the CIF, would not impact the City's ability to do these projects in the year 2000. It was mentioned that the recent loss of approximately $300,000.00 of City's assessments would impact the City's Capital Improvement Fund in completing future projects. Attached to this memo are financial projections in the Capital Improvement Fund with one projection showing the expenditures contained in the proposed 2000 - 2005 CIP. The fund balance on January 1, 2000 would be $4,471,833.00. Another financial projection is also included with the $300,000.00 Sarazin Street assessment appeal which would then reduce the fund balance of Capital Improvement Funds on January 1, 2000 to $4,173,833.00. The Capital Improvement Fund obtains its revenues from special assessments from City improvement projects and inter-governmental revenues, which is the State Aid Account which the City has with the State of Minnesota and interest gained from fund balances. Also attached to this memorandum is a notice of annual apportionment from the Municipal State Aid Office to the City of Shakopee, in which the City's current general allotment for maintenance is $120,797.00 and the construction allotment is $362,391.00. Essentially, the City obtains $480,000.00 in State Aid Funds each year for its State Aid System. The City currently places its maintenance allotment at $120,000.00 into the Capital Improvement Fund for use for Capital Improvement Projects, and obtains its construction allotment when the City does State Aid improvement projects. As can be seen from the financial projections in the Capital Improvement Fund, after the $300,000.0 reduction in the fund balance, this still leaves over $4.0 million dollars in the Capital Improvement Fund for projects. The projection for the 5-year period in the Capital Improvement Fund is for the fund to grow to approximately $6.0 million in the year 2005. As mentioned previously, this fund has revenue sources from prepayment of special assessments on City projects and State Aid Accounts as well as interest on the cash balance in the fund. With the Sarazin Street assessment reduction from the Credit Pact River parcel, staff believes the shortfall should be made up from the Capital Improvement Fund. The ultimate decision for financing the projects will be decided by City Council with a recommendations from the Finance Director. Other funding options could be the Sanitary Sewer Enterprise fund for the sanitary sewer assessment shortfall and SPUC contribution for the watermain assessment shortfall. Council should provide staff direction on this project shortfall. It is possible to use State Aid Funds on Gorman Street and Vierling Drive, since both of these streets are on the State Aid System. Approximately $585,000.00 in State Aid funds are needed for the City's participating costs for these two projects. The State Aid Account allocation in the year 2000 is approximately $480,000.00. Thus, the City would need to expend an additional $100,000.00 in either tax levy or Capital Improvement Funds to support both of these projects. Reconstruction of streets are typically funded by City tax levy as an overall City cost to the Community to improve its infrastructures. If State Aid funds are used to fund Vierling Drive improvements and Gorman Street improvements there will not be State Aid funds available for other street collector projects in the City of Shakopee such as Sarazin Street extension, Valley View Road reconstruction, and 17th Avenue extension on either side of C.R. 17. From this analysis the Sarazin Street assessment reduction of approximately $300,000.00 does impact the Capital Improvement Fund by reducing the CIF balance by 7%. The fund balance is projected to increase in future years, however, this impact does affect projects in developing areas. The real question for the 2000 project funding for the projects that affect the City's tax levy is whether the City Council would construct all three projects at the tax levy impact listed in the CIP or reduce the City's tax levy amount by eliminating a project. The debt service levy is included in the debt service levy projection chart included in the CIP. This levy would start in 2001 or 2002, depending on project and bond issue timing. It has been mentioned that Gorman Street be eliminated from any further project consideration. However, the feasibility report was ordered by City Council this year and is almost complete and property owners in the area are anticipating a public hearing on this project. Staff's recommendation would be to complete the feasibility report and have a public hearing on the proposed improvements to decide if this project warrants consideration at this time. The purpose of staff's memo, in regard to the issue of tax levy impact on the three projects mentioned previously, is to increase Council's awareness of the cost of City improvements in areas where there are assessments on City property and substantial tax levy from the construction projects. Attached also to this memo is the debt service levy chart projections based on the 2000-2005 CIP. From this chart it can be seen that there is an incremental increase in the debt service levy in 2001. It should be pointed out that staff did have Gorman Street reconstruction programmed in 1999 but has delayed the project for consideration for a possible 2000 year construction. For this agenda item, staff is providing this information for Council discussion on 2000 projects in the CIP that will impact the City's tax levy in future years. Each project would have to be approved after a public hearing if Council finds the particular has enough merit. Council can provide the finance director direction on the funding for the assessment shortfall associated with the Sarazin Street project. The options available is funding through the CIF totally or a combination of CIF and Sanitary Sewer Enterprise funds, with Sanitary Sewer Funds paying for sewer improvements only and the CIF paying for all other improvements. ALTERNATIVES: 1. Discuss the funding impacts of 2000 projects on the city tax levy and provide staff direction if necessary. 2. Provide staff direction on the funding of the Sarazin Street assessment reductions. 3. Request additional information from staff. RECOMMENDATIONS: Staff recommends Alternative No. 1 and Alternative No. 2. ACTION REQUESTED: 1. Provide staff direction on 2000 projects for consideration next year. 2. 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Q/ Transportation Building 395 John Ireland Boulevard Saint Paul, Minnesota 55155-1899 January 26, 1999 Bruce Loney City of Shakopee Engineer 129 Holmes St. S. Shakopee, MN 55379 RE: Notice of Annual Apportionment Dear Mr. Loney: • The following 1999 allotments have been credited to the City of Shakopee's state aid accounts in compliance with the 1999 Commissioner's Order, and will be released in accordance with the current rules. Maintenance Construction General Allotment $120,797.00 $362,391.00 Trunk Highway Turnback 0.00 Less: General Fund 0.00 Advance Repayment Total $120,797.00 $362,391.00 • If you have any questions, please contact Cindy Degener at (651) 296-7414, or Brad Kennedy at (651) 297-3740, of the State Aid Finance Office. Sinc ely, 0.01- Elwy inklenberg Commissioner of Tran :. ation cc: City Clerk An equal opportunity employer CITY OF SHAKOPEE Memorandum CONSENT, TO: Mayor& City Council Mark McNeill, City Administrator FROM: Bruce Loney,Public Works Director SUBJECT: Assessment Hearing for the 1998 Reconstruction, Project No. 1998-1 DATE: September 21, 1999 INTRODUCTION: Attached is Resolution No. 5233, declaring the cost to be assessed, ordering the preparation of proposed assessments and setting a public hearing date for the 1998 Reconstruction, Project No. 1998-1. BACKGROUND: The City Council ordered the preparation of plans and specifications by Resolution No. 4854 on March 2, 1998 for the 1998 Street Reconstruction Project. On June 2, 1998, the City Council approved Resolution No. 4920, awarding the contract to B.H. Heselton Company, Inc. of Faribault, Minnesota for$888,262.85. The improvements have been completed and final cost determined with the total construction costs for this project at $1,112,312.40. Costs associated with administration and engineering for the project totaled $217,091.15. The attached resolution shows how these costs are being paid and the total cost to be assessed. The feasibility report estimate for this project, including 10% contingency, and 25% indirect costs was estimated at$1,105,290.33 with the final project cost at$1,112,312.40. The final project costs are higher due to higher watermain replacement costs than estimated and additional work requested by the School District, which is 100% assessed. Attached also is a project finance summary of the project costs. ALTERNATIVES: 1. Adopt Resolution No. 5233. 2. Deny Resolution No. 5233. 3. Table for additional information from staff. RECOMMENDATION: Staff recommends Alternative No. 1. ACTION REQUESTED: Offer Resolution No. 5233, A Resolution Declaring the Cost to be Assessed and Ordering the Preparation of Proposed Assessments for the 1998 Reconstruction, Project No. 1998- 1 and move its adoption. ruce Loney Public Works Dir:: or BL/pmp MEM5233 4/ 0 V. e- co N a+ a-, V P. 4) r I- 0 a I- IM. as co 0 I. co M aft OM) coNO t0 co N. N M M co M co co x CO 0 F- J 0) CO Oi N. co co C) is D a Cl) co 01 3 d in pH 3 l 'L- E CE c a m c (0 c W N. ti ri d 3 co o 0) w N d R C) C N (I) LU co co M i C CO <O d E in to In i to i y C) C d y a) N (n 2 Q N - V. N N coNco C • n d CO11 'xi et CD n E co 0 0 r C) co co (0 (0 Q v v " u) I. 0 0 to et co CO M N N V O co �' • csi ei N id N E e-. a0 in 0 co N N 0 N 10 CO co N N N co0� 0 10 co CO N. co N. ,- CO h N. O N N N e- e� d y e- (0 Q >. l reQ 2 N 0 7 U Cl) 0 E Z Q Z c' Q w c �' Z d + iL c+ I-Q N F- N p N m V Ve.. C) I- O H w o c w J N 0. ~ a+ C C1 Cl) Ci ) a Q co r)a > > a. E Y1 p C7 < < m E .23. = r Tvi c 00) O CC) .0 -c 3 O O ) O O O d d Q to m u. Cl) I- (0 I- I- I- cp U) 9_ a) t+ C w L G) o Ch C6 C 0 4,4 N 0 J aco cu F- 111 cu v)o CB rn •CU 0 E L 0 VJ 3 L 7 / 0 0 02 iti"c5 @ m 0 CI) a) c c 2 LL c 0 0 0 CL co Q r . / ,k k / 7& / / • I �. B . 3 . CITY OF SHAKOPEE Memorandum TO: Mayor& City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Dean Lake Outlet Improvement Project No. 1999-8 DATE: September 21, 1999 INTRODUCTION: Attached is Resolution No. 5236, a resolution receiving a report and ordering the improvement and plans and specifications on the Dean Lake Outlet Improvement, Project No. 1999-8. BACKGROUND: On November 6, 1996, a feasibility report was ordered for the Dean Lake Outlet Improvement, which included the installation of a control structure and channel improvements to control the lake level elevation for the City of Shakopee. This feasibility report is attached for Council review and was prepared by WSB &Assoc., due to the fact that this project needs significant hydraulic engineering expertise. The feasibility report has been completed and is attached for Council review. Attached is Resolution No. 5236, which receives the report and orders the preparation of final plans and specifications for an improvement project. Funding of this project will be from the Storm Drainage Fund, as a trunk facility improvement project. Since no assessments are involved a public hearing is not necessary to order this project. The purpose of the feasibility report was to analyze the necessary improvements needed to regulate Dean Lake and to establish a 100 year flood elevation in order to protect existing and developing properties around Dean Lake as the Dean Lake watershed area develops in the City of Shakopee. In preparation of this report, WSB & Assoc. has had several meetings with representatives from DNR, Army Corp, Lower Minnesota River Watershed District, Prior Lake - Spring Lake Watershed District and property owners adjacent to Dean Lake. A permit was applied for once the high water level elevations was determined by a watershed model, and the City does have a permit to construct this improvement from the Minnesota Department of Natural Resources. In order to regulate the high water mark on Dean Lake, a control structure will need to be constructed near T.H. 169 and additional channel excavation is needed upstream in that area to ensure a steady flow out of Dean Lake. A preliminary design and cost estimate was completed by WSB & Assoc. for these improvements,which includes 30% contingency for administration, engineering and legal costs with the total project cost estimated at $195,540.00. In order to complete this project, final plans and specifications must be completed and final permits with various agencies obtained for the construction of this project. Attached to this memo is an extension agreement with WSB & Assoc. to do the final design work at a cost not-to- exceed $9,700.00. Also, this extension agreement has cost reimbursement for obtaining the various permits with various agencies at an hourly basis due to the unknown involvement with each agency. ALTERNATIVES: 1. Adopt Resolution No. 5236. 2. Deny Resolution No. 5236. 3. Authorize the appropriate City officials to execute an extension agreement with WSB & Associates, Inc. for the preparation of plans and specifications for the Dean Lake Outlet Improvement, Project No. 1999-8. 4. Do not authorize an extension agreement with WSB &Associates, Inc. 5. Table for additional information. RECOMMENDATION: Staff recommends Alternative No. 1 and Alternative No. 3, to adopt Resolution No. 5236 so that the final plans can be prepared for the Dean Lake Outlet Improvement Project, in order to establish a high water elevation in this area in order to protect the existing and developing properties around Dean Lake. Staff also recommends executing the extension agreement with WSB & Associates, Inc. to finalize the preliminary design and to obtain the necessary permits for this project. ACTION REQUESTED: 1. Offer Resolution No. 5236, A Resolution Receiving a Report and Ordering the Improvement and Preparation of Plans and Specifications for the Dean Lake Outlet Improvement, Project No. 1999-8 and move its adoption. 2. Authorize the appropriate City officials to execute an extension agreement with WSB & Associates, Inc. for the preparation of plans and specifications for the Dean Lake Outlet Project. ABruce Loney Public Works erector BL/pmp MEM5236 350 Westwood Lake Office B.A.Mittelsteadt,P.E.Bret A.Weiss,P.E. IffU5Ø 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 September 7, 1999 Mr. Bruce Loney, P.E. Public Works Director/City Engineer City of Shakopee 129 Holmes Street South Shakopee, MN 55379-1376 Re: Extension Agreement to Prepare Plans and Specifications for Deans Lake Outlet Project WSB Project No. 1014.16 Dear Mr. Loney: According to our Agreement for Professional Services within the City of Shakopee,this extension agreement is written to provide services to prepare plans and specifications for the above-referenced project. Specifically,the project would consist of updating the hydraulic and hydrologic design for the Deans Lake Outlet Project, including undertaking a preliminary survey, undertaking a structural design for a sheet pile outlet structure, and preparing plans and specifications for the project. We are proposing to complete this work for a cost of$9,700. Costs associated with renewing or securing permits and/or coordinating the implementation of this project with other agencies such as the DNR, Corps of Engineers, Lower Minnesota River Watershed District, Prior Lake/Spring Lake Watershed District,Mn/DOT, or the local governmental units associated with implementation of the Wetland Conservation Act,would be considered an extra to this scope of work. The cost for this permit acquisition and/or coordination would be billed on an hourly basis in accordance with our current standard fee schedule. The City of Shakopee agrees to reimburse WSB for these services in accordance with Section IV of the Agreement for Professional Services. Minneapolis • St . Cloud F:\WPWIN\1014.16\090299-bl.wpd Infrastructure Engineers Planners F.OUAM,OPPORTUNITY EMPLOYER Mr. Bruce Loney, P.E. City of Shakopee September 7, 1999 Page 2 If this agreement meets with your approval,please sign below and return one copy to our office. Sincerely, SB &Associates,Inc. 1111111 Peter R. Willenbring,P.E. Vice President kd City Administrator City Clerk Mayor Date F:\WP W IN\1014.16\090299-bI.wpd 1 1 I 1 1 1 1 1 APPENDIX C PERMIT APPLICATION AND ' COVER LETTER 1 I 1 1 1 i 1 1 1 WSB PROJECT NO. 1014.16 APPENDIX C INA-02620-01 • _ . - . :_ . _ : , • : .:• . •1 7 _ 1•. - - - 101t. •- Use this form to notify/apply to the U.S.Army Corps of Engineers,the Minnesota Department of Natural Resources,and your Local Government Unit of a proposed water/wetland project or work which may fall within their jurisdiction. These agencies should advise you of their jurisdiction or permit requirements Iwithin 45 days. Some LGU's may also require submission of their own application forms. Fill out this form completely and mail a copy,with plans,maps, etc.to each of the agencies listed on the reverse of the form. Keep a copy for your records. YOU MUST OBTAIN ALL REQUIRED AUTHORIZATIONS BEFORE BEGINNING WORK. i AGFNCY USE ONLY: LGU NUMBER: MDNR NUMBER: CORPS NUMBER: • • I. Applicant's Name(Last,First,M.I.) Authorized Agent,if any Area Code,Telephone • I CITY OF SHAKOPEE Peter R.Willenbring,P.E. (612)541-4800 • Address(Street,RFD,Box Number,City,State,Zip Code) IWSB&Associates,Inc. 8441 Wayzata Blvd.,Mpis.,MN 55426 II. Location of proposed project(attach_drawing showing how to get to site) COUNTY QUARTER SECTION(s) SECTION(s)No. TOWNSHIP(s)No. RANGE(s)No. Lot, Block, Subdivision I Scott County S.E.114. . .10 T 115 R23 FIRE No.,BOX No.,OR PROJECT ADDRESS NAME OF WATERBODY AFFECTED and NUMBER(IF KNOWN) Dean Lake-74P IIII. ESTIMATED PROJECT COST: $'p0,000 LENGTH OF SHORE AFFECTED(in feet):N/A IV. VOLUME OF FILL OR EXCAVATION(Cubic Yards): (NOTE; Your may substitute dimensions) IAREA FILLED OR EXCAVATED IS 0.3 fill 1.4 Excav Acres,OR V. TYPE OF WORK AND AREA(CHECK ALL THAT APPLY): 0 ACCESS PATH 0 BRIDGE CULVERT 0 DAM 0 CONSTRUCT 0 DRAIN X EXCAVATE 0 DOCK X RIPRAP 0 SANDBLANKET ID FILL 0 REMOVE 0 REPAIR ❑1 AISF ❑SHORFI INF ❑W&TFRWAY X WFTJ.AND OTHER(DESCRIBE):Construct outlet structure I WETLAND TYPES)AND ACREAGE(S)PROPOSED TO BE FILLED/DRAINED: Attach applicable drawings,plans,and ASCS crop photos. Include a description of any proposed compensatory mitigation. Important Identify any riisjmsai and borrow areal. Describe the work below how it would be done;what equipment would be used. IVI. PROJECT PURPOSE(why is this project needed—what benefits will it provide?):To establish a fixed,defined outlet for Dean Lake to replace the existing eroding ditch channel. IVII. ALTERNATIVES (describe any other sites or methods that could be used to achieve the purpose of your project while avoiding or minimizing wetland/water impacts: Attach additional sheets,if needed).#)Do nothing; #2)No suitable alternate sites identified along Dean Lake Outlet Channel. I VIII. DATES: Proposed start of activity: Fall 1997 Proposed completion: Fall 1998 (Identify any completed work on an attached drawing) • IX. ADJOINING PROPERTY OWNERS(Attach list if more than two) Name Address City State Zip Mn/DOT-TH 169 Valley Green Business Park IX. PERMITS have been received(enter an H)or already applied for(enter an A)from: _A—DNR _A_ARMY CORPS OF ENGINEERS COUNTY A.TowN/CnY _A WATERSHED DISTRICT _MN POLLUTION CONTROL AGENCY IHas an archaeological survey of the project site been done: No. If so,by whom: I hereby notify the recipients of this form of the project proposed herein and request that I be advised of any permits or other determinations concerning this I project that I must obtain. I understand that proceeding with work before all required authorizations are obtained may subject me to Federal,State,and/or local adm . -we,civil and/or criminal penalties. i -�� . ' Q.J2/.1.• DATE: 7/30/47 ISi a nature of Person Proposing Project or Agent «<PLEASE CAR LLY READ AND COMPLETE BACK OF FORM>>> I I INSTRUCTIONS--PLEASE READ CAREFULLY IA copy of this form,with copies of all plans,drawings,etc.,should be sent to each agency indicated below. Please check the appropriate spaces below to show everywhere you are sending this form. Remember to keep a copy for your records. ✓ LOCAL GOVERNMENT UNIT(LGU): city, county,or watershed management organization. Specify the LGU to which you are sending the form: City of Shakopee I / The local SOIL AND WATER CONSERVATION DISTRICT(SWCD)for the project. Specify the county SWCD: Scott I ✓ WATERSHED DISTRICT(if one exists for the project area). Specify the Watershed District: LMRWD ✓ MINNESOTA DEPARTMENT OF NATURAL RESOURCES(MDNR)regional office I / U.S.ARMY CORPS OF ENGINEERS(CORPS). Send the CORPS copy to: I Department of The Army,Corps of Engineers,St, Paul District, ATTN: CO-R, 190 Fifth Street East,St.Paul, MN 55101-1638 Note: The above agencies may provide a copy of your completed form to the Minnesota Pollution Control Agency(MPCA). MPCA water Iquality rules may apply to your proposed project. ATTENTION (FROM USDA): Any activity including drainage,dredging,filling,leveling or other manipulations, including maintenance, may affect a landuser's eligibility for USDA benefits under the 1985 Food Security Act as amended. Check with your local USDA office to request and complete Form AD-1026 prior to initiating activity. jMPORTANT: Some agencies, including the Corps of Engineers and the MDNR accept this form as a permit application form. If you wish Ithis form to constitute an application to the Corps and/or MDNR for any necessary permits for your project, please carefully read the--- following information and sign where indicated. IXIIIIIIIIIIIIIIIIIIXIIIIIXIIIIIXIIIXIIIIIIIIIIIXIIIIIIIXXXXIIIXXIIIIXXIXXX IApplication is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief such information is true,complete,and accurate. I further Icertify that I possess the authority to undertake the proposed activi or I am acting as the duly authorized agent of the applicant. / 7/30(17 Signature of Applicant Date Signature of Agent Date INote: The applicant must be signed by the person who desiresto undertake the proposed activity.(applicant)or it may be signed by a duly authorized agent if the information requested below is provided. IAgent's Name and title: Peter R.Willenbring, P.E.-Vice President WSB&Associates, Inc. Agent's address: 350 Westwood Lake Office 8441 Wayzata_Blvd_ IMinneapolis,MN 55426 Agent's telephone: (612 )541-4800 18 U.S.C.Section 1001 provides that Whoever,in any manner within the jurisdiction of any department or agency of The United States knowingly and willfully falsifies, conceals,or covers up by any trick,scheme,or device a material fact or makes any false,fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than five years, Ior both.. SEE ATTACHMENT ABOUT MDNR PERMIT FEES IThis information is available in an Printed on Recycled Paper alternative format upon request Contains 10%postconsumer I- waste WSB PROJECT NO.1014.16 • - .. . - ADDENDUM - . Notice to Applicants for DNR Permit to Change The Course, Current or Cross-Section of Protected Waters The Deportment of Natural Resources(DNR)and the Pollution Control Agency(PCA)ore working together to avoid duplica- tion in state agency permit review of proposed activities affecting protected waters in Minnesota.The attached form was prepared by the DNR and the PCA to minimize your work in contacting state agencies for project approval. Please complete this form by placing an'X'in the appropriate box or boxes.if your project does not involve any of the actions listed on this form.place on'X'in the box after item 9. If your project will involve any of the actions listed for boxes 1 through 8.a copy of your DNR permit application will be forwarded to the PCA for their.review.If a separate PCA permit or approval is required,you will be so notified by the PCA. Place an'X'In the appropriate box(es): 1 0 1. The project will involve the deposition of asphalt.concrete,cut vegetation or other solid waste as fill material. ❑ 2. The project will involve excavation of materials from protected waters through the use of any device which removes I materials by pumping or suction action(ie.hydraulic dredging). ❑ 3. The project will Involve excavation of more than 1,000 cubic yards of material from the beds of the following wafers: - -- 0 ❑ Lake Pepin of the Mississippi River(River Miles 763 to 787 USCE charts). 0 Pool#2 In the Mississippi River from Lock&Dam*1 (the Ford Dam)to Lock&Dam#2(Hastings-River Miles 725 to 814 I „rUSCE charts). ❑. Minnesota River from Savage to its mouth at the Mississippi River(Mile 844 USCE River chart.) ' ❑ Duluth Superior Harbor and the St.Louis Bay area of the St.Louis River extending to Spirit Lake. I 0-:!-The Fairmont chain of lakes including Budd.Siseton.Hall and Amber Lakes in Martin County. ❑-_Albert Lea Lake,Freeborn County. ❑ Warroad River Upper Harbor Area extending from the mouth of the Warroad River to CSAH No. 11. 0 Red River of the North from Wahpeton to the Canadian border. I 0 4. The project will involve excavation and/or fill in protected waters for construction of utility lines carrying any materials except treated wafer in a liquid or semi-solid state,including but not limited to petroleum or petroleum products. chemicals,sewage or coal slurries. I ii 5. The project will involve construction of docks,piers or wharves which will involve new fuel handling facilities.' ❑ 6. The project will involve new construction.reconstruction or repair of structures for generation of hydroelectric power. ❑ 7. The project will involve construction of new ancillary facilities for sanitary sewers,boat pumpouts.on-site waste treatment or holding tanks. ❑ 8. The project will involve the on-site disposal by burning of vegetation to be removed during project construction. • ❑ 9. The project will not involve any of the above: • Applicant Name(type or print) • p 'cant Signature C Peter Willenbring, P.E. ' ' ---i' Applicant Address I WSB & Associates, Inc. 350 Westwood Lake Office, 5441 Wayzata Blvd. , Mpls., MN 55426 For additional information and assistance: • contact the appropriate Regional Office or the Division of Waters in St.Paul. L_ I _J Region 1 2115 Birchmont Beach Road N.E. Region 4 Box 756.Highway 15 South Bemidji.MN 56601 New Uim,MN 56073 _TT (218)755.3973 (507)359-6053 _J1 , Region 2.1201 East Highway 2 Region 5 2300 Silver Creek Rd.N.E. I _ Mal MI Grand Rapids,MN 55744 (50Ro7)285-,MN43 55903 (218)327-4416 (507)285-7430 Region 3 1601 Minnesota Drive Region 6 1200 Warner Road J„ =i Brainerd MN 56401 St.Paul,MN 55106 (218)828-2605 (612)772.7910 Central 500 Lafayette Road - o {mit A- Office St.Paul,MN 55155-4032 �— . �1*i %it Printed on Recycled Paper (612)296.4600 t�•:, c � � Contains 1096 postco sunerwaste . ;..z ,,." '. This information is available in an alternative format upon request'? ©1994 State of Minnesota,Department of Natural Resources 4 1 w ' c :, .: „...,„,,,,..„, _ ,,, ., , ,,,--,,,,.„.,...,:,,,,„L---,-.--';A„' , . , 4ei,„._,-; ..,,,.,J,J.,0,-;-;,-•.',: ];:..,:',0,';:'::':,,''''''''''' '-'_ ,, . . .. .,,, -.-:-., ....,,,':',... ,i'',,k.i.?-;i1,,gt:a,,;.1'4'r."-:;-,,-.,-.-i.JA'Y.-.54','5 ,::;;;;.-; ''. ' 1 ._„:.,...,„,::.,,,,. Study Dednc La e '� 3 � t 1rcd ..� � tdzi s rt �, y lf,P ,�. ..,,,-,,,.v:5:::., I a 0,: 1„ ' �r t ✓�� adl } '-:;:it _'_ ' aS " oh lrlmnJ ,,-ti ' ri'9f+ vlrt, ,: � fI " ss r '`,s ' Yv� 4i . S41m .. rr xr0f a7- . fi A _c, e 1 1 i - 1 k 6 --,„!:4111:,... r j a i i fr w r a s!IN-7 .',4,1 , 1a A f:,...,:-:-;,:',:10:',::::::,,,,,..::.:: $.,, ' cy ms yy 14 > ra Cnp• , 454. , :,,,,,,,,,,...,,,,,,„•.„:,7,,.t.i.:,„:::;,,,,44t4., , ,..,,,,.„„„,,,..„*„:.,..;.,,,..;:_,,,,441.i, , , ,,„•,,,,,:„,,„;,;.,,,,::,;.„,„,.,.4..m.41, ,,,„,,,:..r.,:.:•....w7,.„ :.:„..:, ....,....,...„.,,,i.„.,_,..,,„;, 4„,iin.,.,,:0,.. .:„„,.4. „•;,...„.4..*,,,,....,,,.„.,,,„,„, „5„,,,,,.,„:„?.,„.„.•••,..,.......,„, ..„.„,•• I - September 1, 1999 A W S B 350 Westwood Lake Office 8441 Wayzata Boulevard Minneapolis,MN 55426 I 612-541-41300 SHAKOPEE &Associates,Inc. FAX 541-1700 INFRASTRUCTURE - ENGINEERS - PLANNERS - e- ...?%•. y ;r. -,1 l` '-Po •.F6ti' 7- 1 1 DEANS LAKE OUTLET FEASIBILITY REPORT PREPARED FOR THE CITY OF SHAKOPEE, MINNESOTA 129 Holmes Street South Shakopee, MN 55379-1376 I PREPARED BY WSB & Associates, Inc. 350 Westwood Lake Office ' 8441 Wayzata Boulevard Minneapolis, Mn 55426 (612) 541-4800 WSB Project No. 1014.16 1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. I • Peter R. Willenbring, P.E. Reg. No. 15998 Date: SEPTEMBER 1999 1 1 TABLE OF CONTENTS U TITLE SHEET CERTIFICATION TABLE OF CONTENTS ' I. INTRODUCTION AND BACKGROUND II. DESCRIPTION OF WORK COMPLETED ' III. DESIGN CONSIDERATIONS/CONCERNS IV. OUTLET DESIGN ' V. SUMMARY CONCLUSIONS AND RECOMMENDATIONS LIST OF TABLES TABLE 1 - OPINION OF ESTIMATED CONSTRUCTION COST ' LIST OF FIGURES FIGURE 1 - LOCATION MAP FIGURE 2 - DEANS LAKE WATERSHED MAP FIGURE 3 - DEANS LAKE OUTLET LOCATION MAP FIGURE 4-5 - PRELIMINARY DEANS LAKE OUTLET PLANS/PROFILE ' LIST OF APPENDICES APPENDIX A - SOIL BORING REPORT APPENDIX B - HYDROLOGIC/HYDRAULIC ANALYSIS APPENDIX C - PERMIT APPLICATION 1 ', ' WSB PROJECT NO. 1014.16 TABLE OF CONTENTS I. INTRODUCTION AND BACKGROUND This Feasibility Study has been prepared to address a number of water resource ' related issues of concern with regard to the outlet for Deans Lake (See Figure 1). Deans Lake is located immediately south of the State Trunk Highway (TH) 169 bypass and east of County Road(CR) 83 within the City of Shakopee. Water drains into the lake from areas within the City of Shakopee, Spring Lake Township,the City of Prior Lake and water that is discharged from the Prior Lake/Spring Lake chain ' within the Prior Lake Watershed District. Under existing conditions, water that enters the lake is carried through the lake from south to north, and is carried by an open ditch within Deans Lake through a recently-installed box culvert under the newly-constructed TH 169 bypass and downstream through a channel that directs water to Blue Lake, which is a backwater of the Minnesota River. It is necessary to construct a defined outlet from Deans Lake for the following reasons: A. The existing channel, consisting of an open ditch, is easily subject to erosion or blockage which could significantly change the normal and/or high water elevation of the lake. As development takes place within this watershed, it is necessary for a rigid fixed outlet to be available for this basin. ' B. The construction of a defined outlet will allow for the formalization of a normal water elevation for the basin and allow a 100-year high water elevation to be established in order to accommodate anticipated development in the area. ' C. The establishment of a defined outlet structure with a defined stage storage relationship will allow the City to properly utilize the storage that is available ' in the basin in such a way to minimize flooding and maximize the use of the storage potential within the basin. ' II. DESCRIPTION OF WORK COMPLETED As part of the preparation of this Feasibility Study,background information related ' to Deans Lake was collected. This included the following: A. Review of background information related to the Joint Powers Agreement established between the Prior Lake/Spring Lake Watershed District and the City of Shakopee. B. Acquisition of a hydrologic model for areas within the City of Shakopee, as well as areas within the City of Prior Lake and areas within the Prior ' Lake/Spring Lake Watershed District. WSB PROJECT NO.1014.16 PAGE 1 ' C. Background information on Deans Lake as available from the Minnesota Department of Natural Resources' files. ' A field inspection and site survey in the vicinity of the outlet was undertaken to allow a hydrologic analysis to be completed for the outlet characteristics of the basin. ' Soil borings were obtained in the area of the anticipated outlet for the purpose of determining the soil's suitability for construction of an outlet control structure. ' A hydrologic model for the areas tributary to Deans Lake was developed.This model reflects anticipated discharge rates from the City of Prior Lake,as well as anticipated ' future discharges from the outlet of Prior Lake as estimated by the Prior Lake/Spring Lake Watershed District. ' A number of meetings were held with the City Staff from the City of Prior Lake,the Prior Lake/Spring Lake Watershed District,the consultant for the Prior Lake/Spring Lake Watershed District and the DNR for the purpose of gathering information and ' anticipating concerns as part of the development of the final design. A field walk with Pat Lynch,the area hydrologist with the Minnesota Department of Natural Resources, was undertaken for the purpose of answering questions and identifying concerns the DNR may have relative to the construction of the outlet. Meetings were held with property owners adjacent to Deans Lake for the1P u ose of p identifying and attempting to respond to their concerns,and to keep them updated on ' the project. ' Meetings were held with representatives of the Lower Minnesota River Watershed District and others for the purpose of establishing the need for a diversion of some of the water that would be directed to Deans Lake in order to protect the lake's water ' quality.Meetings were also held with property owners whose land would be used for this diversion project. Discussions were held with the Prior Lake/Spring Lake Watershed District, the Lower Minnesota River Watershed District, the City of Prior Lake, and the City of Shakopee for the purpose of preliminarily identifying how improvements to the channel, as well as future maintenance activities, would be funded. ' A preliminary design of the Deans Lake outlet structure was developed, as well as an anticipated 100-year high water elevation for Deans Lake that would correspond to this outlet structure design. A permit application fora approval of a lake outlet structure was prepared and pp submitted to the DNR. WSB PROJECT NO.1014.16 PAGE 2 ' III. DESIGN CONSIDERATIONS/CONCERNS As a result of numerous meetings that were held with representatives from the Prior Lake/Spring Lake Watershed District, the City of Prior Lake, the Lower Minnesota River Watershed District, the City of Shakopee, the Department of Natural Resources, and interested residents generally having property adjacent to Deans ' Lake,a number of design considerations,issues or concerns were expressed by these parties. These issues and/or concerns generally needed to be addressed in order for ' this outlet design to be undertaken. Outlined below, please find a listing of these design considerations or concerns, along with a description of how each of these concerns was addressed. ' A. Design must accommodate future discharges from Prior Lake ' Based on an agreement between the City of Shakopee and the Prior Lake/Spring Lake Watershed District, at the current time, the Watershed District has the ability to discharge water from Prior Lake at a rate not to exceed 50 cfs.Recent discussions with the District indicate that they may have a need to discharge up to 200 cfs in the future. The design for the Deans Lake ' outlet structure has been developed to accommodate this increase in discharge rate should it be necessary to accommodate these rates in the future. B. Deans Lake outlet must accommodate storm water runoff discharged from areas within the City of Prior Lake ' The City of Prior Lake has a Comprehensive Storm Water Management Plan that indicates 118 cfs could be discharged from the Jeffer's Pond and Pike ' Lake Watersheds in a 100-year event. This 118 cfs also anticipates the peak discharge rate from Prior Lake to be limited to 50 cfs. The analysis included herein anticipated a worst case condition that would result in a future peak ' discharge rate of 268 cfs, which adds in the additional 150 cfs that could be discharged from Prior Lake under a potential new agreement to accommodate up to 200 cfs from this area. Refinement of this future peak discharge rate assumption will need to be addressed during final design. C. Conveyance system capacity and stability of outlet channel Preliminary discussions with the Prior Lake/Spring Lake Watershed District, ' the City of Prior Lake, Lower Minnesota River Watershed District, and the City of Shakopee have outlined concerns relative to the ability of the channel to convey increased discharge rates and to remain in a stable non-eroding condition under typical flow rates. A particular concern was also expressed regarding the ability of the channel to remain stable when a base flow from Prior Lake of between 50 and 200 cfs was present. The group appeared to WSB PROJECT NO.1014.16 PAGE 3 reach a general consensus that some type of cost share formula would be developed to address improvements to the channel from Prior Lake down to the Minnesota River so that the channel could accommodate the increased discharge rates, the anticipated increase in base flow, and provide for a channel requiring limited maintenance in the future. These issues will be worked out through the preparation of a future Joint Powers Agreement ' between the City of Prior Lake, the Prior Lake/Spring Lake Watershed District, the Lower Minnesota River Watershed District and the City of Shakopee. D. Water quality concerns relative to Deans Lake Concerns were raised regarding how the quality of water in Deans Lake would be impacted by passing additional storm water runoff through it as a ' result of development and increases in the discharge rate from Prior Lake through the system. It was noted that Deans Lake is principally a groundwater-fed basin that is typically only subject to flow from outside areas during the spring or rainy periods of the year. To address this concern, a consensus by the concerned parties was reached that a diversion of low flow storm water around Deans Lake may be beneficial. This could protect the lake from water quality impacts associated with additional development taking place in the upstream watershed. This Deans Lake diversion project has been constructed so that the diverted water will be carried through a 19- acre wetland located within the East Deans Lake development prior to discharge through culverts under State Trunk Highway 169. ' E. Review/modification to existing sting Joint Powers Agreement ' An existing Joint Powers Agreement between the Prior Lake/Spring Lake Watershed District and the City of Shakopee,along with an arbitration ruling that clarifies the terms of the agreement, is currently governing the responsibilities of the Prior Lake/Spring Lake Watershed District and the City of Shakopee relative to management of the outlet channel. Both the City of ' Shakopee and the Prior Lake/Spring Lake Watershed District have expressed that there is a need to update this Joint Powers Agreement. An updated Joint ' Powers Agreement would formally address allowable peak discharge rates from Prior Lake and areas within the City of Prior Lake. This Joint Powers Agreement would also identify responsibilities relative to funding ' improvements to the outlet channel as well as pay for future maintenance work.It is anticipated the development ofthis agreement will be ongoing over the next three to six months. 1 WSB PROJECT NO. 1014.16 PAGE 4 1 F. Establishment of 100-year high water elevation for Deans Lake One of the primary purposes of this study was to establish a defined 100-year ' high water elevation for Deans Lake. As part of this analysis, feedback was received regarding the need to minimize and maintain historical water elevation fluctuations in Deans Lake. Residents also expressed concerns ' regarding exceedingly high water elevations and their impacts on properties in and adjacent to the basin. Concerns were raised regarding the impact that development and increased discharge rates through Deans Lake would have on high water elevations. Toward this end, the outlet for Deans Lake was designed in such a manner to mimic the approximate stage discharge ' relationship that has been present in the basin in the past years. Previous studies approximated the 100-year high water elevation in Deans Lake at approximately elevation 749. The DNR had previously established the ' ordinary high water elevation (011W) for Deans Lake at 747 and, based on this, the run-out elevation for the lake would likely be maintained at 746. Based on these considerations and an analysis of the upstream watershed,the present design and any adjustments during final design should allow for a 100-year high water elevation to be set at approximately g pp mately elevation 749. G. Stability of soils in the vicinity of the outlet Concerns were raised regarding if the soils in the vicinity of the outlet were suitable and/or had adequate bearing capacity to accommodate an outlet structure. Soil borings, which are included in Appendix A, indicate that with the exception of approximately two feet of organic material, the soils in the area are primarily sand,which provide a very suitable substrate installation of a sheet pile outlet structure.As a result,it appears that the soils in the area will be very suitable for the installation of a structure in the location anticipated. IV. OUTLET DESIGN The outlet for Deans Lake is anticipated to be located approximately 200 feet upstream of the twin box culverts that carry water under the State Trunk Highway 169.The outlet will be constructed in a natural constriction through which an existing channel carries water from the lake to the outlet.Across this constriction,a sheet pile ' weir will be constructed having a width of approximately 100 feet. Berms will be constructed on either side of the sheet piling to prevent water from running around the outside of the weir. Some grading will also be necessary in the area to contain water within the basin up to an elevation of 750. Concrete erosion control mats will be placed around the structure to prevent erosion. Some dredging will also be required in the vicinity of the outlet structure as well as in a few selected upstream areas within the basin to convey water from Deans Lake to the outlet structure. The estimated cost associated with the construction of the outlet structure and associated WSB PROJECT NO. 1014.16 PAGE 5 grading and dredging work is estimated at $195,500. A breakdown of the costs associated with this construction is included on Table 1. V. SUMMARY CONCLUSIONS AND RECOMMENDATIONS The construction of a Deans Lake outlet structure,immediately upstream of the twin ' box culverts, carrying water under State Trunk Highway 169 is feasible. The outlet would consist of steel sheet piling crossing a reasonably narrow constriction in the existing outlet channel for Deans Lake. In addition to the sheet piling, some grading will be necessary where the sheet piling ends extend into existing banks, some dredging will be required in the vicinity of the outlet structure as well as in upstream areas of the lake to allow for the free passage of water from one section of the lake to another, and erosion control mats will be placed in the vicinity of the outlet structure to maintain stable soils in the area. The outlet structure will accommodate discharge rates from the upstream watershed under fully-developed conditions and generally establish a 100-year high water elevation in Deans Lake at elevation 749. The cost for the structure and appurtenant work is estimated at $195,500. I 1 1 WSB PROJECT NO. 1014.16 PAGE 6 I I Table 1 IOpinion of Estimated Construction Cost Est. Unit IDescription Unit # of Units Cost Total Cost Mobilization LS 1 $5,000.00 $5,000.00 I Clear AC 2.3 $3,000.00 $6,900.00 I Grub AC 2.3 $3,000.00 $6,900.00 Excavation CY 5,475 $7.00 $38,325.00 IFill CY 1850 $10.00 $18,500.00 Sheet Pile Weir SF 988 $40.00 $38,720.00 ISilt Fence LF 950 $3.00 $2,850.00 IErosion Control Mat SF 5320 $6.00 $31,920.00 Seed AC 1.3 $1,000.00 $1,300.00 ISubtotal $150,415.00 Contingencies 30%Administration, Engineering, Legal $45,125.00 ITotal $195,540.00 I I I I I I IF:IWPWIMI0I4.16107319I.EST 96651 :ON•o3a 96/1£/L 'IL" nolo IN Wtaado'letis S2131NV1d - Sl1331101a - 3Mf11011111SY1ldNl lad0�1 1• lis 300 :A9 Ad33 0210331Y R 91.6101 NW '3'd •9N199113TIIM 'a 8313d * 99L►y1g Xyj 7g Tsoopossr l? 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'�.Tr r� 'S� ai, 1� 141 :\iit I✓ `G 0 n ,(� T � vc��.. 0.%;,:'SH O -� N '4k ,/r ft, P O _--� —�-111' —�-11— —1„ ,,.___,..,._\,. ���. 411e • AVAGErrr -1 IL o /' z X 0 O m w ~ O CJ T THIS A 3sa41 Arcattia►Boulevard Deans Lake Outlet Study �.M A D BY CERTFY O PLAN.GETERED 5 SCALE, AS NOTED 8141 WAJ/Z01>t BOUIOVY(e VONAI ENGINEER UNDER TIE LAWS OF TIE STATE CP MINNESOTA PLAN Eo OESION EN ` SB Mlmwa's.MN 55426 Deans Lake Watershed Map TAW PRI rr CHECKED BY: PROJECT NO3 lilliallifrAll 012441-4000 Figure 2 PRW 1014.16 haxaudater,hoc. FAX 541-1700 Minnesota PETER R. WILLENBRING. P.E. SHAKOPEE Shakopee,M esota RFODRO COPY BY: DATE INFRASTRUCTURE - ENGINEERS - PLANNERS DATE, 7/31/96 ncc ND: 15998 1 1 111111 MO NM 111111 EN 1 111111 M1111 11111 MS 11111 ME M all 1 i M 0.\'J -- CPI m V! � I I t n Y I t Q os S I I v o 1 A a O Z -__ mi E/1 8 o' 0 O \ CfG - , , , . 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I n S D Xi X m x m N O O -..1 v -4 -4 v v J v -4 W W W a a a a a Ln O a m CO O N a m CO O TI - !HEREBY CERTIFY THAT TNS PLAN,SPECIFICATION,OR REPORT REVISION IND. EXPLANATION 350 Westwood Lake Office MAS PREPARED BY OR UNDER NY DREG S FPERVWOH AND SCALE! AS NOTED DATE 8441 Wayzata BoulevardTHAT IAN A DULY REGISTERED PROFESSIONAL ENGINEER DIGER PLAN BY, DESIGN BY: Deans Lake Outlet Project E LAYS O THE STATE OF MINNESOTA N Minneapolis,MN 55428 TAN PRI Fm 812-541-4600 CxECLFPRN: PROJECT1019.16 &Associates,Inc. FAX541-1700 Shakopee,Minnesota PETER R. IILLENBRING. P.E. O %%/%%/96 15998 RECORD COPY BY, DATE INFRASTRUCTURE - ENGINEERS - PLANNERS DATE: REG.xa, 1=1 11111 11111 1111 1E10 111111 11111 10111 NM 11•11 1E1 MIMI 11111 11111 NMI 111111 11111 11111 11111 co --.1 -4 -4 -4 -4 -4 -4 -4 -4 m L.., •N 15. lc. S. /c. LT1 til U1 Z CO 0 IV lc. 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FAX 541-1700 Shakopee,Minnesota PETER R. WrLLENRRING. P.E. RECCRO COPT ENT DATE Cn INFRASTRUCTURE - ENGINEERS - PLANNERS DATE. 00/00/96 15998 I 1 I I 1 APPENDIX A SOIL BORINGS I 1 I 1 WSB PROJECT NO. 1014.16 APPENDIX A ICLIENT LOG OF BORING NUMBER B-2 WSB & Associates , Inc . pr '� PROJECT N;,iiIE ARCHITECT-ENGINEER I STS Consultants Ltd. Proposed Outlet Structure Dean Lake WSB & Associates, Inc. SITE LOCATION I I41), UNCONFINED COMPRESSIVE STRENGTH Valley Green Business Park, Shakopee, Minnesota TONS/FT.2 1 2 3 4 5 I , w PLASTIC WATER LIQUID LIMIT X CONTENT X LIMIT X CL rn DESCRIPTION OF MATERIAL 3 x i p a 2 - ¢ 10 20 30 40 50 y z o > a w W w w w O --,E,'\o wCL CL - v - m X 0 PENETRATIONSTANTTBLOWS/FT. /// \ n n n SURFACE ELEVATION MSL � So 20 30 40 50 S1 SS. Sandy peat, roots - clack - (Pt) I �6. S1kS5_ Fine sand, trace silt dark gray to brown- - S2 SS 1 saturated - loose - (SP) g 5.0 HS 1 53 SS f riS f • S4SS1 u 1H5 10.0 55 SS I Fine to very fine sand, some silt - dark olive S5ASS N gray - mottles - saturated - medium dense - (SM) / ' Sr. HS Fine to coarse sand, some limestone gravel size II 1,3.0 S6 SS i -I- fragments, little silt - buff to olive brown - �0 saturated - medium dense - (SM) Top of Bedrock at 13 feet / Limestone / End of boring at 13.0 feet. I Drilled with 3 1/4 inch ID hollow stem augers to full depth. Backfilled borehole upon completion. I I I I I I I I The stratification lines represent the approximate boundary lines between soil types: in-situ, the transition may be gradual. wL BORING STARTED STS OFFICE • 2 feet WS 5/19/97 Minnesota-06 wL BORING COMPLETED ENTERED BY SHEET NO. OF 5/19/97 DCJ 1 1 I wL RIG/FOREMAN APP•D BY • STS JOB NO. CME 750 GD & DZ DCJ 95394-L I r-,ziir fp—.-.4 , CLIENT LOG OF BORING NUMBER B-1 WSB & Associates , Inc . I ' PROJECT NAME ARCHITECT-ENGINEER STS Consultants Ltd. Proposed Outlet Structure Dean Lake WSB & Associates, Inc. SITE LOCATION - - UNCONFINED COMPRESSIVE STRENGTH Valley Green Business Park, Shakopee, Minnesota TONS/FT.21 2 3 4 5 PLASTIC WATER LIQUID `= W LIMIT X CONTENT X LIMIT X o W DESCRIPTION OF MATERIAL .m.. x • O W = y z a Q 10 20 30 40 50 W J LU W W W m WCL CL CL o 1- -ISTANDARD a a < W SURFACE ELEVATION MSL ® PENETRATION BLOWS/FT. n n 10 20 30 40 50 S1 SS Silty & sandy peat, roots, plant material - S1pS5 black (Pt) Fine sand, trate silt - olive brown - saturated S2 SS - loose to very loose - (SP) 5.0 H5 I S3 SS I qa hp S4 SS I II _10.12_ nS S5 SS I 0 • I H5 • • • 15.0 1~5 Fine to very fine sand, trace silt - gray LI - S6 SS 1 saturated - very loose - (SP-SM) Of II hS Silty clay, little sand & gravel, cobbles - HS brown - (CL) e0.0 I s7 SS �}........ ........ ........ ,� 6. , ~r' S Possible top of bedrock at 21.7 feet / d Weathered Limestone - buff / • I End of boring at 22.0 feet. Drilled with 3 1/4 inch ID hollow stem augers to full depth. Backfilled borehole upon completion. I •I I . I I I WL The stratification lines represent the approximate boundary lines Between soil types:in-situ, the transition may De gradual. BORING STARTED STS OFFICE 1.5 feet WS 5/19/97 Minnesota-O6 WL BORING D ENTERED BY SHEET NO. OF COMPLET I 1.5 feet BCR 519/97 DCJ 1 1 WL RIG/FOREMAN APP'D BY STS JOB NO. CME 750 GD & DZ DCJ 95394-L 1 1 1 I I 1 APPENDIX B HYDROLOGIC/HYDRAULIC ANALYSIS I 1 I I 1 I e 111 WSB PROJECT NO. 1014.16 APPENDIX B IData for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 1 10-DAY RUNOFF RAINFALL= 7.2 IN 1 Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems IWATERSHED ROUTING I 0,..4O --/IN/'1 12 1 1fi 14 E FAv 14 Q� 13 I e-----_, 12 51 z T15 ,_Q, _A4--0 T T ® � 17 4104A A,0 I c)-). 2 - / i 22 ElE—®, / ® 23 z6 T 279;_4 25 © 2B�3 �® I 42 47 �Q� 41 � a 25 ® ZB� 48 4 1 47 �C 44 A '\41 I a a T NA b a 0_,A__>[]__) 45 \ 44 1 ( )SLBCATCHMENT REACH A POND a LINK I I I I I I I 1 IIData for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 2 10-DAY RUNOFF RAINFALL= 7.2 IN II Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems iRUNOFF BY SCS TR-20 METHOD: 10-DAY RUNOFF RAINFALL= 7.2 IN, SCS U.H. RUNOFF SPAN = 0-300 HRS, dt=1.00 HRS, 301 POINTS IISUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (3-CN) -- CN C (CFS) (HRS) (AF) 1 11 67.00 40 .0 100%99 - - - 99 - 32.36 118.89 39.53 12 35.00 35. 0 100%99 - - - 99 - 17.07 118.79 20.65 II 13 122.00 41. 0 100%99 - - - 99 - 58.82 118.91 71.98 1 14 130.00 58. 0 100%99 - - - 99 - 61.55 119.22 76.70 15 62.00 30. 0 100%99 - - - 99 - 30.63 118.69 36.58 I16 46. 00 37 . 0 100%99 - - - 99 - 22.34 118.83 27.14 17 18. 00 17. 0 100%99 - - - 99 - 9.22 118.52 10.62 II 19 558.00 170 .0 100%99 99 210.8 120.70 329.21 II21 660. 00 64.0 100%99 - - - 99 - 310. 7 119.31 389.39 22 453 .00 94.0 100%99 - - - 99 - 204.3 119.72 267.26 i23 105.00 37.0 100%99 - - - 99 - 50.99 118.83 61.95 24 65.00 44. 0 100%99 - - - 99 - 31.20 118 .97 38.35 1 25 256.00 48 .0 100%99 - - - 99 - 122.3 119.05 151.04 II26 168.00 85.0 100%99 - - - 99 - 76.88 119.61 99.12 27 123 .00 139.0 100%99 - - - 99 - 50.18 120.25 72.57 II28 89.00 43 . 0 100%99 - - - 99 - 42.78 118.95 52.51 41 263.00 114.0 100%99 - - - 99 - 113 .8 119.96 155.17 I42 258.00 90. 0 100%99 - - - 99 - 117.5 119.67 152.22 II43 85.00 37. 0 100%99 - - - 99 - 41.28 118.83 50.15 44 314.00 92 .0 100%99 - - - 99 - 142.4 119.70 185.26 1 45 256 .00 53 .0 100%99 - - - 99 - 121.7 119.14 151.04 46 245.00 63 . 0 100%99 - - - 99 - 115.5 119.30 144.55 i47 202.00 67.0 100%99 - - - 99 - 94.79 119.36 119.18 48 201.00 119.0 100%99 - - - 99 - 86.05 120.02 118.59 1 Data for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 3 10-DAY RUNOFF RAINFALL= 7.2 IN 1 Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems 51 335.00 136.0 100%99 - - - 99 - 138.1 120.22 197.65- II 52 306.00 113.0 100%99 - - 99 - 132.9 119.95 180.54 I 111 103 .00 60.0 100%99 - - - 99 - 48.70 119.25 60.77 112 20.00 15.0 100%99 - - - 99 - 10.28 118.51 11.80 II113 51.70 30.0 100%99 - - - 99 - 25.54 118.69 30.50 I 114 34.90 25.0 100%99 - - - 99 - 17.49 118.61 20.59 181 75.00 41.0 100%99 99 36.16 118.91 44.25 1 241 52 .00 28.0 100%99 - - - 99 - 25.84 118.65 30.68 521 93 .00 30.0 100%99 - - - 99 - 45.94 118.69 54.87 I I I 1 1 I 1 1 1 1 1 1 II Data for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 4 10-DAY RUNOFF RAINFALL= 7.2 IN II Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems II REACH ROUTING BY STOR-IND METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK I NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) II 1 - 37.0 4.0 .25 .25 .030 500 .0030 5.7 1.5 1241.0 11 - 35.0 4.0 .25 .25 .030 2200 .0030 5.7 6.4 1231.4 I 12 - 35.0 4.0 .25 .25 .030 800 .0030 5.7 2.3 1226.5 15 - 35.0 4.0 .25 .25 .030 3000 .0030 5.7 8.8 1201.1 I21 - 24.0 6.0 - - .012 217 .0014 9.9 .4 997.9 I 23 - 12.0 4. 0 .25 .25 .030 2000 .0250 4.6 7.3 30.80 24 - 12.0 4.0 .25 .25 .030 1500 .0300 4.9 5.1 32.09 I 25 - 20.0 6.0 .25 .25 .030 1900 .0100 8.7 3.6 942. 0 28 - 12.0 4.0 .25 .25 .030 3300 .0150 3.7 15.0 26.63 I31 - 12.0 4.0 .25 .25 .030 2000 .0150 7.4 4.5 270.1 II41 - 20.0 6.0 .25 .25 .030 4300 .0040 5.5 13.1 582.2 44 - 12.0 4.0 .25 .25 .030 3000 .0075 4.0 12.3 81.05 II45 - 12.0 4.0 .25 .25 .030 2000 .0060 1.9 17.3 8.01 46 - 12.0 4.0 .25 .25 .030 2000 .0050 1.8 19.0 7.01 II47 - 16.0 5.0 .25 .25 .030 5500 .0050 5.5 16.6 426.1 II110 - 35.0 4.0 .25 .25 .030 2200 .0030 5.4 6.8 998.1 I I II 1 IIData for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 5 10-DAY RUNOFF RAINFALL= 7.2 IN 1 Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4 .522 000883 (c) 1986-1996 Applied Microcomputer Systems 1 POND ROUTING BY STOR-IND METHOD POND START FLOOD PEAK PEAK PEAK FLOW ---Qout--- I NO. ELEV. ELEV. ELEV. STORAGE Qin Qout Qpri Qsec ATTEN. LAG (_FT) (FT) (FT) (AF) (CFS) (CFS) LCFS) (CFS) (%) (MIN) Ill700 .0 704. 0 702.7 5.98 32 .36 15.87 51 110.9 12 706.0 710.0 708.0 4.10 17. 07 6.02 65 150.8 1 13 720 .0 724.0 723.9 39.45 58 .82 4.00 93 245.2 14 724 .0 728. 0 726.3 13.57 61. 55 25.86 58 126.7 I15 736 .0 740. 0 741.1 19.16 30.63 2 .00 93 18.5 1 16 740.0 748 .0 744.0 3 .64 22 .34 10.51 53 112. 7 17 740. 0 744. 0 744.4 18 .89 22 .22 6.00 73 212 .1 II19 743 .0 750.0 746.6 59.22 366.4 340.3 49.39 290.9 7 38 .6 21 746. 0 750.0 749.0 665.59 1317.5 983 .6 25 276.6 1 22 750 .0 756.0 753.7 69.02 1169.9 1111.7 5 84.4 23 800.0 804. 0 803.1 7.69 50 .99 30.33 41 90.2 II 24 950.0 954.0 953 .2 4.86 41.85 31.81 24 75.1 I25 948 .0 952 . 0 951.0 18.19 122 .3 73.80 40 86. 0 26 790.0 794.0 793 .1 11. 00 76.88 49.36 36 86.2 i27 800 .0 804.0 802.9 8 .57 50.18 32 .02 36 108 .9 28 950 . 0 954.0 953.1 6. 16 42 .78 26.31 39 85.7 i41 800 . 0 804.0 802.6 22. 02 113 .8 61.33 46 121.1 1 42 810.0 814.0 812.6 22.34 117.5 60.15 49 109. 0 43 850 .0 854.0 852.5 8.15 41.28 18.77 55 120.5 II 44 850 . 0 854.0 852.6 26.97 142.4 72 .74 49 108 .7 45 904 .0 908. 0 913.3 140. 01 128 .7 8. 00 94 0 .0 1 46 958 .0 960.0 960.5 69.30 115.5 7.00 94 0.0 II47 816 .0 820.0 818.6 18.32 94 .79 47.16 50 111.0 48 814 .0 818 .0 816.6 16.93 86.05 46.70 46 122 .9 1 52 747. 0 751.0 748.5 21.02 132.9 78.34 41 104 .2 Data for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 6 10-DAY RUNOFF RAINFALL= 7.2 IN Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems ' 111 745.0 750.0 747.0 44.27 58.97 8.36 86 786.4 112 746.0 750.0 748.5 1.81 10.28 4.60 55 108.2 113 746.0 752.0 748.4 4.81 25.54 10.82 58 124.5 114 746.9 750.0 748.8 2.60 17.49 9.25 47 99.4 181 740.0 744.0 742.4 6.60 36.16 17.78 51 111.0 ' 191 740.0 748.0 744.8 64.09 350.8 242.2 31 120.0 241 952.0 956.0 954.8 4.43 25.84 13.06 49 103.7 521 747.0 752.0 749.0 7.94 45.94 20.63 55 115.3 1 1 1 1 1 1 1 1 1 Data for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 7 10-DAY RUNOFF RAINFALL= 7.2 IN 1 Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems 1 LINK Qout NO. NAME SOURCE (CFS) 1 BLUE LAKE II REACH 413 from 221.9 SHAKOPEE STORMWATER BLUE LAKE DI "REACH BLD13" 2 BLUE LAKE III REACH 48 from 113 .3 SHAKOPEE STORMWATER BLUE LAKE DI ' "REACH 48" 3 INFLOW FROM PRIOR LAKE POND 1 from 268.0 PRIOR/SPRING LAKE 10-DAY "PIKE LAKE BASIN-DATA FROM PLAN" 1 1 1 1 1 1 1 1 1 1 1 1 IIData for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 8 10-DAY RUNOFF RAINFALL= 7.2 IN 1 Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems 1 POND 21 DEAN'S LAKE (STAGE/STOR. FROM TOPO) Qin =1317.5 CFS @122.29 HRS, VOLUME=5936.1 AF IIQout= 983.6 CFS @126.90 HRS, VOLUME=5703 .5 AF, ATTEN= 25%, LAG= 276.6 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD II (FT) (AC) (AF) (AF) PEAK STORAGE = 665 .59 AF 746.0 149.00 0. 00 0.00 PEAK ELEVATION= 749.0 FT 748. 0 241.00 390.00 390.00 FLOOD ELEVATION= 750.0 FT 1 750. 0 319.00 560.00 950.00 START ELEVATION= 746. 0 FT SPAN= 0-300 HRS, dt=1 HRS Tdet= 788 . 7 MIN (5684.56 AF II # 1 ROUTE INVERT OUTLET DEVICES 1 P 746.0 ' 40' BROAD-CRESTED RECTANGULAR WEIR Q=C L H"'1.5 C=2 .7, 2.63, 2 .63, 2.63, 2.63, 2.63, 2 .63, 2.63 1 2 P 747.0' 30' BROAD-CRESTED RECTANGULAR WEIR X 2 Q=C L H"1.5 C=2 .7, 2.63, 2 .63, 2.63, 2 .63, 2.63, 2.63, 2 .63 1 POND 21 TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0.0 .1 .2 .3 .4 .5 .6 .7 .8 .9 I 746.0 � 0.0 3 .4 9.7 17.7 27.3 38.2 49.9 62 .6 76.1 90.3 747.0 I 105.2 126.5 152.8 182 .5 215.2 250.5 287.8 327.1 368 .2 411.0 748.0 455.4 502.2 550.7 600.8 652.5 705.7 760.4 816.5 874.0 932 .8 749.0 I 993.0 1054.4 1117.1 1181.1 1246.2 1312.6 1380.1 1448.8 1518.6 1589.5 I750.0 1661.6 POND 21 DISCHARGE DEAN'S LAKE CSTAGE/STOR . FROM TOPO) 750.0 ' , I749.5 -, - 749.0 ' v 748.5 0 748.0 H a // Q 747.5 D J 747 0 1, _ -30' BROAD-CRESTED RECTANGULAR WEIR X 2 - - - - - - - - - - - - - - - LU / 1 746.5 40' B-O-D- RE TED 'EC ANGU AR WE R 746.0m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m I - Nr1crnOr-- COMM - NM "1- DuCI DISCHARGE Ccfs) IIData for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 9 10-DAY RUNOFF RAINFALL= 7.2 IN 1 Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems IPOND 21 INFLOW & OUTFLOW DEANS LAKE (STAGE/STOR . FROM TOPO) 1 1300 1200 STOR-IND METHOD 1100 PEAK STOR= 665.59 AF PEAK ELEU= 749 FT 1000 900 ;11 Qin 1317.5 CFS 800 t Oout= 983.6 CFS 700 i I1 LAG= 276.6 MIN 600 i II O 500 -J 400 i Li_II 300 ,/ 200 ' ` _ 100 0m m m' m m m m m m m m m m m m m I N V i0 m m N V t0 CO m N N N m CO TIME (hours) IIPOND 21 INFLOW PEAK= 1317.5 CFS @122.29 HOURS 1 HOUR 0.00 0.00 1.00 2.00 3 .00 4.00 5.00 6.00 7.00 8.00 9.00 0.0 0.0 .3 2.1 4.9 8.1 11.7 15.5 19.5 23.5 10.00 27.4 31.1 34.5 37.7 40.6 43.3 45.8 48.1 50.2 52.2 I 20.00 30.00 54.1 55.8 57.5 59.2 60.9 62.5 64.1 65.6 67.0 68.5 70.0 71.4 72.9 74.4 75.9 77.3 78.8 80.3 81.8 83.3 40.00 84.9 86.4 88.0 89.5 91.2 92.8 94.4 96.1 97.8 99.6 50.00 101.4 103.1 104.9 106.6 108.3 110.0 111.8 113 .5 115.3 117.1 I 60.00 70.00 118.9 120.9 122.7 124.7 126.7 128.6 130.7 132 .7 134.9 136.9 139.1 141.3 143.4 145.7 147.9 150.2 152 .5 154.8 157.3 159.6 80.00 162.2 164.7 167.3 170.0 172.7 175.7 178.5 181.6 184.7 187.9 t 90.00 191.4 194.7 198.5 202.1 206.0 210.1 214.1 218.8 223.5 229.7 100.00 236.4 243.8 252.3 260.5 270.1 279.4 289.9 301.2 312.4 326.3 110.00 339.2 356.0 373.1 393 .4 420.2 447.5 493 .0 539.2 740.2 1021.7 120.00 1195.5 1248.3 1314.0 1296.7 1231.8 1144.7 1050.9 970.6 899.0 840.5 II 130.00 788.9 742.9 701.1 658.3 585.9 550.7 518.0 490.7 466.6 446.6 140.00 428.3 412.7 398.8 386.5 375.9 366.0 357.5 349.6 342.5 336.1 150.00 330.1 324.8 319.7 315.3 311.0 307.1 303 .6 300.0 296.9 293.9 I 160.00 170.00 291.1 288.5 285.9 283 .6 281.2 279.2 277.1 275.2 273.4 271.6 270.0 268.4 266.9 265.5 264.0 262.8 261.4 260.2 259.0 257.9 180.00 256.8 255.7 254.7 253.7 252.7 251.8 250.9 250.1 249.2 248.4 I 190.00 200.00 247.6 246.9 246.2 245.4 244.8 244.1 243.4 242.8 242.1 241.5 240.8 240.2 239.6 239.0 238.4 237.8 237.2 236.6 236.1 235.5 210.00 234.9 234.4 233 .8 233.3 232.7 232.2 231.6 231.0 230.5 229.9 220.00 229.4 228.9 228.3 227.8 227.2 226.7 226.1 225.5 225.0 224.4 I 230.00 223 .9 223.3 222.7 225.6 234.0 241.6 248 .9 256.1 253.3 242.3 240.00 231.4 220.0 208.5 198.3 189.6 182.5 176.7 172.1 168.4 165.4 1 250.00 163 .0 161.0 159.5 158.2 157.1 156.3 155.6 155.0 154.5 154.0 I 260.00 270.00 153.5 153.1 152.7 152.4 152.2 151.9 151.7 151.6 151.4 151.3 151.1 151.0 150.9 150.9 150.8 150.7 150.7 150.6 150.6 150.6 280.00 150.5 150.5 150.5 150.5 150.5 150.5 150.5 150.5 150.5 150.5 1 290.00 300.00 150.5 150.6 150.6 150.6 150.7 150.7 150.8 150.8 150.9 150.9 151.0 II Data for SHAKOPEE STORMWATER BLUE LAKE DIST. 10-DAY Page 10 10-DAY RUNOFF RAINFALL= 7.2 IN II Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems I POND 21 TOTAL OUTFLOW PEAK= 983.6 CFS @126.90 HOURS HOUR 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 II 0.00 0.0 0.0 0.0 0.0 .1 .2 .3 .5 .7 1.0 10.00 1.4 1.8 2.2 2.7 3.2 4.1 5.2 6.3 7.4 8.5 20.00 9.7 11.2 12.8 14.3 15.8 17.4 19.1 21.0 22.8 24.6 1 30.00 40.00 26.3 28.2 30.2 32.1 34.1 36.0 37.9 39.9 41.9 43.9 45.8 47.7 49.7 51.7 53.7 55.7 57.7 59.6 61.6 63.6 50.00 65.6 67.7 69.7 71.7 73.7 75.7 77.7 79.7 81.8 83 .8 60.00 85.8 87.8 89.8 91.8 93.9 96.0 98.0 100.1 102.2 104.2 I 70.00 106.7 109.6 112.5 115.2 118.0 120.6 123.3 125.9 129.0 132.1 80.00 135.1 138.1 141.1 144.0 146.9 149.7 152.6 155.9 159.1 162.3 90.00 165.6 168.8 172.1 175.5 178.9 182.3 186.2 190.1 194.1 198.3 I 100.00 110.00 202.8 207.7 212.9 218.8 225.2 232.1 239.4 247.3 255.8 265.1 275.0 285.6 297.7 310.8 325.6 342.8 363.3 388.5 430.9 495.2 120.00 577.7 668.8 759.3 843 .4 909.9 954.9 978.2 983.5 975.5 958.3 130.00 934.9 907.8 878.1 847.0 811.9 774.7 738.5 703.6 670.8 640.0 II140.00 611.3 584.7 560.0 537.4 516.5 497.2 479.7 463.4 445.9 427.5 150.00 411.3 397.4 384.9 373.7 363.8 355.0 347.0 339.8 333.2 327.1 160.00 321.8 316.9 312.3 308.1 304.1 300.5 297.0 293.8 290.8 288.0 I 170.00 180.00 285.5 283.1 280.8 278.7 276.7 274.7 272.9 271.1 269.4 267.8 266.3 264.8 263.4 262.1 260.8 259.5 258.3 257.2 256.1 255.0 190.00 254.0 253.0 252.1 251.1 250.3 249.5 248.7 247.9 247.1 246.4 I 200.00 210.00 245.7 244.9 244.2 243.5 242.9 242.2 241.5 240.9 240.3 239.6 239.0 238.4 237.8 237.2 236.6 236.1 235.5 234.9 234.3 233.8 220.00 233.2 232.6 232.1 231.5 230.9 230.4 229.8 229.3 228.7 228.1 230.00 227.6 227.0 226.5 226.2 226.7 228.2 230.6 233.6 236.6 238.1 I 240.00 237.9 236.2 233.2 229.0 224.2 218.9 213.5 208.4 203.5 198.8 250.00 194.3 190.1 186.2 182.7 179.7 177.0 174.5 172.2 170.1 168.2 260.00 166.5 165.0 163.5 162.2 161.0 160.0 159.0 158.1 157.3 156.6 I 270.00 280.00 156.0 155.4 154.9 154.4 154.0 153.6 153 .3 153.0 152.7 152.5 152.3 152.1 151.9 151.8 151.6 151.5 151.4 151.3 151.2 151.1 290.00 151.1 151.0 151.0 150.9 150.9 150.9 150.9 150.9 150.9 150.9 I 300.00 150.9 II II I I Data for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 1 TYPE II 24-HOUR RAINFALL= 6.0 IN Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 IHydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems IWATERSHED ROUTING I „ E yp�T ,2 az\ ''A T ^ 13 I 0.--- � 112 �/� At-. 1Ay� A - IS 5, y Fg A4--,&(-0 T T ,7 �' ®_>&A - iii (--- 5®�® �� X221 2 /�E--- z+� O PA O 24 '-----A — 24 I z6 �® /22� 23 T 23 �AZ 47 42 �A ®x_25Qr® q T 4 4, -11'\ B 48 47 41 C I a a T /44 43 �-V 1 131 45 -* 4} -q- \ , 44 I0.---)A---> 4fi 111 (--)SUBCATCHMENT REACH A POND Q-_-_] LINK I I I I I I IIData for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 2 TYPE II 24-HOUR RAINFALL= 6.0 IN I Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems IRUNOFF BY SCS TR-20 METHOD: TYPE II 24-HOUR RAINFALL= 6.0 IN, SCS U.H. RUNOFF SPAN = 0-60 HRS, dt= .20 HRS, 301 POINTS IISUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (%CNZ-- CN C (CFS) (HRS) (AF) I11 67.00 40.0 100073 - - - 73 - 143 .4 12.28 17.24 12 35.00 35.0 1009689 - - - 89 - 123 .3 12 .21 13.81 I13 122.00 41.0 100%81 - - - 81 - 324.9 12.28 39.48 II 14 130.00 58.0 100%81 - - - 81 - 275 .0 12.50 42.07 15 62 .00 30.0 100071 - - - 71 - 146.3 12.18 14.98 1 16 46.00 37.0 100%81 - - - 81 - 131.7 12.24 14.89 17 18.00 17.0 100%89 - - - 89 - 90.53 11.99 7.10 1 19 558.00 170.0 100082 - - - 82 - 541.2 13.96 185.39 II21 660.00 64.0 100%82 - - - 82 - 1327.9 12.58 219.28 22 453.00 94.0 100%86 - - - 86 - 754.1 12.95 166.45 II23 105.00 37.0 100%65 - - - 65 - 175.1 12.26 20.57 24 65.00 44.0 100%65 - - - 65 - 95.05 12.36 12.74 II25 256.00 48.0 100%66 - - - 66 - 372 .5 12 .41 52.06 II26 168.00 85.0 100%65 - - - 65 - 154.1 12.90 32.92 27 123.00 139.0 100%69 - - - 69 - 91.91 13 .61 27.80 II28 89.00 43.0 100%65 - - - 65 - 131. 7 12.35 17.44 41 263.00 114.0 100%74 - - - 74 - 272 .4 13.25 69.80 II42 258.00 90.0 100%74 - - - 74 - 320.8 12.93 68.47 t 43 85.00 37.0 100%74 - - - 74 - 198.9 12.25 22.56 44 314.00 92.0 100%74 74 382.9 12.97 83.33 I 45 256.00 53.0 100%70 - - - 70 - 409.0 12.46 59.84 46 245.00 63.0 100%70 - - - 70 - 343 .7 12.60 57.27 II47 202.00 67.0 100%74 - - - 74 - 312 .3 12.64 53.61 48 201.00 119.0 100%74 - - - 74 - 200.9 13.31 53 .34 1 Data for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 3 TYPE II 24-HOUR RAINFALL= 6.0 IN I Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems 1 51 335.00 136.0 100885 - - - 85 - 414.7 13.50 120.11 52 306.00 113.0 100'74 - - - 74 - 320.5 13.25 81.21 1 111 103.00 60.0 100%72 - - - 72 - 160.5 12.55 25.69 112 20.00 15.0 100%72 - - - 72 - 68.42 11.99 4.99 1 113 51.70 30.0 100874 - - - 74 - 134.6 12.18 13.72 114 34.90 25.0 100%69 - - - 69 - 79.95 12.10 7.89 II 181 75.00 41.0 100%82 - - - 82 - 204.9 12.28 24.92 1 241 52.00 28.0 100%70 - - - 70 - 120.8 12.16 12.16 521 93 .00 30.0 100%74 - - - 74 - 242.2 12.18 24.68 1 1 1 I 1 1 I 1 1 I 1 1 IIData for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 4 TYPE II 24-HOUR RAINFALL= 6.0 IN I Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems I REACH ROUTING BY STOR-IND METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK I NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) II1 - 37.0 4.0 .25 .25 .030 500 .0030 5.7 1.4 1263.0 11 - 35.0 4. 0 .25 .25 .030 2200 .0030 5.8 6.4 1253.0 I12 - 35.0 4.0 .25 .25 .030 800 .0030 5.8 2.3 1245.1 15 - 35.0 4.0 .25 .25 .030 3000 .0030 5.7 8.7 1213.4 I21 - 24.0 6.0 - - .012 217 .0014 9.7 .4 936.9 II23 - 12.0 4.0 .25 .25 .030 2000 .0250 4.8 6.9 35.06 24 - 12.0 4. 0 .25 .25 .030 1500 .0300 5.1 4.9 34.16 II25 - 20.0 6. 0 .25 .25 .030 1900 .0100 9.0 3.5 1074.1 28 - 12.0 4.0 .25 .25 .030 3300 .0150 3.9 14.2 30.00 II31 - 12. 0 4. 0 .25 .25 .030 2000 .0150 7.4 4.5 270.1 II41 - 20.0 6.0 .25 .25 .030 4300 .0040 5.9 12.1 780.8 44 - 12.0 4.0 .25 .25 .030 3000 .0075 4.5 11.1 111.5 I 45 - 12.0 4.0 .25 .25 .030 2000 .0060 1.9 17.3 8.00 46 - 12.0 4.0 .25 .25 .030 2000 .0050 1.8 19.0 7.00 1 47 - 16.0 5.0 .25 .25 .030 5500 .0050 6.0 15.4 559.7 II110 - 35.0 4. 0 .25 .25 .030 2200 .0030 5.3 6.9 936.9 II I I Data for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 5 TYPE II 24-HOUR RAINFALL= 6.0 IN II Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems IPOND ROUTING BY STOR-IND METHOD POND START FLOOD PEAK PEAK PEAK FLOW ---Qout--- 1 NO. ELEV. ELEV. ELEV. STORAGE Qin Qout Qpri Qsec ATTEN. LAG (FT) (FT) (FT) (AF) (CFS) (CFS) (CFS) (CFS) (R) (MIN) 1 11 700.0 704.0 703.9 8.66 143.4 22.00 85 43.1 12 706.0 710.0 710.0 8.26 123.3 12.00 90 23 .3 I13 720.0 724.0 723.6 35.73 324.9 4.00 99 583 . 0 14 724.0 728.0 727.9 23.13 275.0 43.00 84 42.2 II15 736.0 740.0 739.5 13.19 146.3 2.00 99 685.2 I 16 740.0 748.0 747.7 8.11 131.7 15.31 88 82.1 17 740.0 744.0 745.5 23.19 98.86 6.00 94 263 . 7 I 19 743 .0 750.0 747.6 78.10 962.9 860.4 51.59 808.8 11 33 .3 21 746.0 750.0 748.9 638.49 1869.2 925.5 50 528.9 I22 750.0 756.0 754.0 76.55 1250.3 1189.2 5 166.3 I23 800.0 804.0 803.6 8.95 175.1 35.00 80 44.4 24 950.0 954.0 954.1 6.09 108.9 34.00 69 24.7 I25 948 .0 952.0 951.7 22.42 372.5 85.00 77 35.3 26 790.0 794.0 793.6 12.60 154.1 56.00 64 54 .0 1 27 800.0 804.0 803.5 10.60 91.91 41.00 55 83 .3 I 28 950.0 954.0 953.7 7.38 131.7 30.00 77 39.1 41 800. 0 804.0 803.7 31.49 272.4 88.00 68 69.3 ' 42 810.0 814.0 813.7 32.45 320.8 86.00 73 64.1 43 850.0 854.0 853.6 11.68 198.9 28.00 86 57.2 II44 850.0 854.0 853.7 39.26 382.9 105.0 73 61.8 45 904.0 908.0 908.0 59.36 410.4 8.00 98 404.3 II 46 958.0 960.0 959.8 49.93 343.7 7.00 98 36.1 II47 816.0 820.0 819.8 26.41 312.3 67.00 79 45.9 48 814.0 818.0 817.7 23.96 200.9 67.00 67 77.6 I/ 52 747.0 751.0 749.5 34.76 320.5 102.0 68 33 .0 Data for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 6 TYPE II 24-HOUR RAINFALL= 6.0 IN ' Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems 111 745.0. 750.0 746.6 32.75 172.9 5.91 97 763.4 112 746.0 750.0 749.3 2.54 68.42 6.47 91 56.9 113 746.0 752.0 749.2 7.50 134.6 13.25 90 88.4 114 746.9 750.0 749.5 3 .75 79.95 11.58 86 57.5 181 740.0 744.0 744.8 13 .32 204.9 28.00 86 19.1 191 740.0 748.0 747.5 114.35 875.5 352.1 60 146.3 241 952.0 956.0 955.7 5.93 120.8 17.00 86 38.5 521 747.0 752.0 750.0 12.64 242.2 31.00 87 49.4 1 I 1 1 1 1 1 1 1 1 i t Data for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 7 TYPE II 24-HOUR RAINFALL= 6.0 IN ' Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4 .522 000883 (c) 1986-1996 Applied Microcomputer Systems iLINK Qout NO. NAME SOURCE (CFS) 11 1 BLUE LAKE II REACH 413 from 283 .2 SHAKOPEE STORMWATER BLUE LAKE DI "REACH BLD13" 11 2 BLUE LAKE III REACH 48 from 144.8 SHAKOPEE STORMWATER BLUE LAKE DI "REACH 48" 3 INFLOW FROM PRIOR LAKE POND 1 from 267.5 PRIOR/SPRING LAKE "PIKE LAKE BASIN-DATA FROM PLAN" I I 11 I I 1 I 1 1 1 ' Data for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 8 TYPE II 24-HOUR RAINFALL= 6.0 IN II Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems POND 21 DEAN'S LAKE (STAGE/STOR. FROM TOPO) Qin =1869.2 CFS @ 12.72 HRS, VOLUME=2036.9 AF IIQout= 925.5 CFS @ 21.53 HRS, VOLUME=1853.5 AF, ATTEN= 50g, LAG= 528.9 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD 11 (FT) (AC) (AF) (AF) PEAK STORAGE = 638.49 AF 746.0 149.00 0.00 0.00 PEAK ELEVATION= 748.9 FT 748.0 241.00 390.00 390.00 FLOOD ELEVATION= 750.0 FT II 750.0 319.00 560.00 950.00 START ELEVATION= 746.0 FT SPAN= 0-90 HRS, dt=.3 HRS Tdet= 682.2 MIN (1847.39 AF I # ROUTE INVERT OUTLET DEVICES 1 P 746.0' 40' BROAD-CRESTED RECTANGULAR WEIR Q=C L H-1.5 C=2.7, 2.63, 2.63, 2.63, 2.63, 2.63, 2.63, 2.63 II 2 P 747.0' 30' BROAD-CRESTED RECTANGULAR WEIR X 2 Q=C L H-1.5 C=2.7, 2.63, 2.63, 2.63, 2.63, 2.63, 2.63, 2.63 IIPOND 21 TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0.0 .1 .2 .3 .4 .5 .6 .7 .8 _ .9 II 746.0 I 0.0 3.4 9.7 17.7 27.3 38.2 49.9 62.6 76.1 90.3 747.0 105.2 126.5 152.8 182.5 215.2 250.5 287.8 327.1 368.2 411.0 748.0 I 455.4 502.2 550.7 600.8 652.5 705.7 760.4 816.5 874.0 932.8 I 749.0 I 993.0 1054.4 1117.1 1181.1 1246.2 1312.6 1380.1 1448.8 1518.6 1589.5 750.0 11661.6 I POND 21 DISCHARGE DEAN'S LAKE (STAGE/STOR . FROM TOPO) 750.0 , II 749.5 ' 749.0 ' 748.5 Z 0 748.0 eE 747.5 J 747 0 �, 30' BROAD-CRESTED RECTANGULAR WEIR X 2 - - w - - - - - - - - - - - / 1 746.5 / ' 40' B-O•D- RE TED -EC AN U AR WE R 746.0m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m II N c V In t0 N. m m m - N r''1 V to W DISCHARGE (cfs) II II 11 Data for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 9 TYPE II 24-HOUR RAINFALL= 6.0 IN II Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems POND 21 INFLOW 8 OUTFLOW DEAN'S LAKE (STAGE/STOR . FROM TOPO) II 800- 700- STOR-IND METHOD 600 PEAK STOR= 638.49 AF 500 - PEAK ELEU= 748.9 FT 400 II , 300 - Qin= 1869.2 CFS ,� 200 Qout= 925.5 CFS 4 100 - U eee- LAG= 528.9 MIN 900 - , 3 800 - / �\ 0 700 - 600- I V_ 500- / `. II 400- `\ --- 300 - 200 - 100 - , .- - - - - em in m in m in m in m in m in m in m in m in m II _ - N N M M v v in in m m h r m m m TIME (hours) IIPOND 21 INFLOW PEAK= 1869.2 CFS @ 12 .72 HOURS II HOUR 0.00 .30 .60 .90 1.20 1.50 1.80 2.10 2.40 2 .70 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .2 .5 II 6.00 1.1 2.5 4.6 7.5 10.8 14.5 18.5 22.7 27.2 32.5 9.00 38.9 46.8 55.7 65.2 75.9 90.2 109.0 135.5 172.5 252.3 12.00 549.6 1286.1 1823.1 1757.5 1530.0 1436.3 1391.7 1376.2 1381.2 1397.1 15.00 1412.3 1423.1 1427.9 1426.2 1417.0 1402.1 1389.9 1391.7 1398.2 1390.5 I 18.00 1370.9 1342.9 1308.0 1269.5 1228.7 1186.8 1144.6 1102.8 1061.9 1022.7 21.00 985.4 950.3 917.4 886.8 858.3 831.8 807.2 784.3 762.8 742.8 24.00 723.8 703.2 677.0 632.6 587.7 553.1 522.3 493.2 465.2 438.8 II 27.00 414.3 391.6 370.6 351.6 334.6 319.1 304.8 291.7 279.5 268.3 30.00 257.9 248.4 239.6 231.5 224.0 216.9 210.4 204.3 198.6 193 .3 33.00 188.6 184.2 180.1 176.3 172.7 169.4 166.2 163 .1 160.3 157.6 36.00 155.1 152.8 150.7 148.8 146.9 145.2 143.5 142.0 140.5 139.2 II 39.00 137.9 136.7 135.5 134.5 133.5 132.6 131.7 130.9 130.1 129.4 42.00 128.7 128.1 127.5 127.0 126.5 126.0 125.6 125.1 124.8 124.4 45.00 124.0 123.7 123.4 123 .1 122.9 122.6 122.4 122.2 122.0 121.8 II 48.00 121.6 121.4 121.3 121.1 121.0 120.9 120.7 120.6 120.5 120.4 51.00 120.3 120.2 120.1 120.0 120.0 119.9 119.8 119.8 119.7 119.7 54.00 119.6 119.6 119.5 119.5 119.4 119.4 119.3 119.3 119.3 119.2 I 57.00 60.00 119.2 119.2 119.2 119.1 119.1 119.1 119.1 119.0 119.0 119.0 119.0 113.2 100.9 92.5 89.7 88.2 87.7 87.5 87.5 87.5 63.00 87.5 87.6 87.7 87.8 87.9 87.9 88.0 88.1 88.2 88.3 66.00 88 .3 88.4 88.5 88.6 88.7 88.7 88.8 88.9 89.0 89.1 II 69.00 89.2 89.2 89.3 89.4 89.5 89.6 89.6 89.7 89.8 89.9 72.00 90.0 90.0 90.1 90.2 90.3 90.4 90.4 90.5 90.6 90.7 75.00 90.8 90.8 90.9 91.0 91.1 91.2 91.2 91.3 91.4 91.5 II 78.00 91.6 91.6 91.7 91.8 91.9 91.9 92.0 92.1 92.2 92.3 81.00 92.3 92.4 92.5 92.6 92.7 92.7 92.8 92.9 93.0 93.0 84.00 93 .1 93.2 93.3 93.4 93.4 93.5 93.6 93.7 93.7 93.8 I/ 87.00 93.9 94.0 94.0 94.1 94.2 94.3 94.4 94.4 94.5 94.6 90.00 94.7 liData for SHAKOPEE STORMWATER PLAN\BLUE LAKE DIST. Page 10 TYPE II 24-HOUR RAINFALL= 6.0 IN II Prepared by WSB & ASSOCIATES, INC. 1 Aug 97 HydroCAD 4.522 000883 (c) 1986-1996 Applied Microcomputer Systems I POND 21 TOTAL OUTFLOW PEAK= 925.5 CFS @ 21.53 HOURS HOUR 0.00 .30 .60 .90 1.20 1.50 1.80 2.10 2.40 2.70 II 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.00 0.0 0.0 0.0 .1 .1 .1 .2 .3 .4 .5 I 9.00 .7 .9 1.1 1.4 1.7 2.0 2.4 2.9 3.8 5.4 12.00 8.5 17.5 37.2 64.3 92.0 123.6 167.0 215.0 266.9 320.5 15.00 375.7 431.6 478.2 517.2 555.4 592.5 628.2 662.6 696.3 729.1 II 18.00 759.9 788.8 814.8 838.3 858.7 876.0 890.7 902.6 911.7 918.3 21.00 922.7 925.0 925.4 924.2 921.6 917.7 912.7 906.8 900.0 892.6 24.00 884.5 875.8 866.5 856.0 843.8 830.3 815.7 800.8 785.2 769.1 27.00 752.7 736.2 719.4 702.5 686.0 669.5 653.0 637.1 621.4 605.8 II 30.00 590.8 576.1 561. 7 547.7 534.2 521.0 508.1 495.7 483.7 472.0 33.00 460.6 447.4 432. 8 418 .9 405.6 393.2 381.3 369.8 359.1 348.9 36.00 339.1 329.7 320.9 312 .6 304.6 296.8 289.4 282.5 276.0 269.7 II 39.00 263.6 257.8 252.2 246.9 242.0 237.2 232.6 228.1 223.8 219.7 42.00 215.7 212.1 208.7 205.4 202.2 199.1 196.1 193 .2 190.5 187.8 45.00 185.2 182.7 180.5 178 .4 176.3 174.3 172.4 170.5 168.7 167.0 48.00 165.3 163.7 162.1 160.6 159.1 157.7 156.3 155.0 153.7 152.5 II 51.00 151.5 150.4 149.4 148 .5 147.5 146.6 145.8 144.9 144.1 143.3 54.00 142.5 141.7 141.0 140.3 139.6 139.0 138.3 137.7 137.1 136.5 57.00 135.9 135.4 134.8 134.3 133 .8 133.3 132.9 132.4 132.0 131.6 I 60.00 63.00 131.1 130.6 129.9 128.8 127.5 126.3 125.3 124.3 123.3 122.3 121.4 120.5 119.6 118.8 118.0 117.1 116.4 115.6 114.9 114.2 66.00 113.5 112.8 112.2 111.5 110.9 110.3 109.7 109.2 108.6 108.1 II 69.00 107.6 107.1 106.6 106.2 105.7 105.3 105.0 104.7 104.4 104.1 72.00 103.9 103.6 103.4 103.1 102.9 102.6 102.4 102.2 102.0 101.7 75.00 101.5 101.3 101.1 101.0 100.8 100.6 100.4 100.2 100.1 99.9 78.00 99.8 99.6 99.4 99.3 99.2 99.0 98.9 98.8 98.6 98.5 II 81.00 98.4 98.3 98.2 98 .1 98.0 97.9 97.8 97.7 97.6 97.5 84.00 97.4 97.3 97.3 97.2 97.1 97.1 97.0 96.9 96.9 96.8 87.00 96.8 96.7 96.7 96.6 96.6 96.5 96.5 96.4 96.4 96.4 1 90.00 96.3 1 II I _ ) e CITY OF SHAKOPEE Memorandum TO: Mayor& City Council Mark McNeill, City Administrator FROM: Mike Hullander,Public Works Supervisor SUBJECT: Holmes Park Trail Paving DATE: September 20, 1999 INTRODUCTION: The Public Works Department has received three quotes for the paving of trails at Holmes Park. The low quote is from Expert Asphalt Company for the price of$8,325.00. BACKGROUND: The storm of May 31, 1998 destroyed virtually all of the trees in Holmes Park. Since then the Parks and Recreation Department have produced a master plan for the renovation of this park. A fundraiser was held by local residents for the replacement of these trees which will be completed this Fall. The donations will allow us to replace these trees with a variety of species and size that should not only enhance the park but also allow us to go forward with the master plan. The renovation plan also calls for the addition of trails throughout the park. Roger Beuch has graciously donated his time and equipment to excavate the site for the construction of these trails. He has also constructed berming in the park in which to plant trees and also give the park needed contouring. The Public Works Department is completing the hauling and grading of the base material and would now like to go forward with the paving of trails. Our Department has received three quotes for this project with the low quote from Expert Asphalt Company for the price of$8,325.00. The cost of the paving can come out of the existing Park Maintenance Budget, by transferring funds from the Playground Maintenance Budget to the Park Division's, Pavement Preservation Budget. The action requested is for Council to accept the low quote from Expert Asphalt Company for the paving of the Holmes Park trails with the cost to come out of the existing Park Maintenance Budget. ALTERNATIVES: 1. Authorize staff to contract with Expert Asphalt Company for the paving of Holmes Park trails for the low quote of$8,325.00, with the cost to come out the existing Park Maintenance Budget. 2. Do not authorize the contract at this time. 3. Table for additional information. RECOMMENDATION: Staff recommends alternative# 1. ACTION REQUESTED: Move to authorize staff to contract with Expert Asphalt Company for the paving of Holmes Park trails for the low quote of $8,325.00, with payment to come out of the existing Park Maintenance Budget. 7n4izzacca, Mike Hu ander Public Works Supervisor /5 C I , SHAKOPEE POLICE DEPARTMENT Memorandum TO: Honorable Mayor and City Council Mark McNeill, City Administrator FROM: Dan Hughes, Chief of Police rot SUBJECT: Updated Emergency Management Plan DATE: September 15, 1999 INTRODUCTION: The Shakopee Police Department has been working in cooperation with Scott County officials in designing an updated Emergency Management Plan for the City of Shakopee. BACKGROUND: The current Scott County Emergency Management Plan has not been updated since 1997. A number of procedures and personnel changes have taken place that necessitate implementing an updated plan. Shakopee City Ordinance requires that this plan be adopted by City Resolution. RECOMMENDATION: I recommend the Council adopt Resolution#5218, an updated Emergency Management Plan for the City of Shakopee. ACTION REQUESTED: If Council concurs, they should, by motion approve Resolution#5218, the City of Shakopee updated Emergency Management Plan. Note to Council: The Chief will make a brief oral presentation of the key components of the Emergency Management Plan at the City Council meeting on September 21st. [memo52131pm RESOLUTION NO. 5218 A RESOLUTION OF THE SHAKOPEE CITY COUNCIL ADOPTING AN UPDATED EMERGENCY MANAGEMENT PLAN FOR THE CITY OF SHAKOPEE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, AS FOLLOWS: WHEREAS, Chapter 12 of Minnesota State Statutes mandates the development of disaster plans for governments at all levels; and WHEREAS, Shakopee City Ordinance requires that the plan be adopted by Council resolution; and WHEREAS, Shakopee city staff has worked in cooperation with Scott County officials in developing the plan; and WHEREAS, the City of Shakopee desires to update the city's current Emergency Management Plan described in exhibit A, attached hereto, and made a part of. NOW,THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, as follows: That the attached updated Emergency Management Plan is hereby adopted as policy for the City of Shakopee. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 21st day of September, 1999. Mayor of the City of Shakopee ATTEST: City Clerk CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Mark McNeill, City Administrator SUBJECT: Regulation of Alarm Systems DATE: September 2, 1999 INTRODUCTION: The Council is asked to pass an ordinance which would regulate public safety alarms within the City of Shakopee. BACKGROUND: The City of Shakopee is not unlike other jurisdictions when it has experienced a large number of false alarms necessitating police and fire responses. In many cases,the false alarms are due to alarm systems which have not been maintained properly, or operator error. Unfortunately, all taxpayers subsidize the owners of the buildings who generate the false calls. (The Police Chief estimates that 98%of false alarms are preventable). In order to encourage adequate systems,many cities have adopted ordinances which penalize those with excessive numbers of false alarms. After a certain number of"free" false alarms,the owner of the building is charged for subsequent false alarms. If that does not suffice to remedy the problem,there may be other punitive actions imposed. The Shakopee Fire and Police Chiefs have proposed an ordinance which would be similar to other communities,wherein a building owner would be entitled to three "free" false alarms a year for Police responses, and three"free"false fire alarms. Those false police alarms in excess of three per year would be subject to a$100 user fee per false alarm after the first three, and a user fee of$300 per false alarm would be imposed when in excess of three false alarms in a calendar year for fire systems. In addition, once an alarm user has incurred five alarms within one calendar year,the user will be required to submit a written report to the Police Chief or Fire Chief, as appropriate, describing the actions that will be undertaken to eliminate the cause of those false alarms. Failure to comply with that provision, or any other section of the ordinance would be a misdemeanor. The attached memo from the Fire Chief shows that 47 false fire alarms happened in 1998 due to system malfunctions. Of that, eight had multiple responses,but of that, only 2 were in excess of what would be the three"free"threshold. More significant numbers are experienced by the Police Department. The attached memo shows the top ten violators for 1997, 1998, and the first part of 1999. As shown, some businesses had as many as 31 false police alarms in a single year. If enacted,the effective date of this would be January 1, 2000. In the meantime, all known alarm holders would be sent a letter advising them of the change, and a copy of the ordinance. Those who have been frequent users would be encouraged to get their systems fixed, assuming the number of calls have been due to a malfunction. BUDGET IMPACT: The primary purpose of this ordinance is to encourage the proper operation of alarm systems. It is not intended to be a revenue producer,be it would save city expenditures for responses that were not warranted. RECOMMENDATION: The Police and Fire Chiefs recommend adoption of the ordinance. ACTION REQUIRED: If the Council concurs, it should,by motion,pass the ordinance entitled"REGULATION OF ALARM SYSTEMS". Mark McNeill City Administrator MM:tw ORDINANCE NO. 5 5 7 ,FOURTH SERIES AN ORDINANCE RELATING TO REGULATION OF ALARM SYSTEMS AND AMENDING CHAPTER 4 BY ADDING SECTION 4.41 TO THE CITY CODE THE CITY COUNCIL OF THE CITY OF SHAKOPEE,MINNESOTA,ORDAINS: Section 1—Chapter 4 of the City Code of the City of Shakopee is amended by adding a new section to read: Subd. 1. Scope and Purpose. This section provides regulation,establishes users'fees and establishes a system of administration for alarm systems. The purpose of this section is to protect the public safety services of the City of Shakopee from misuse of public safety alarms,and to provide for the maximum possible service to public safety alarm users. Subd.2. Definitions. A. "Public Safety Personnel"means duly authorized City employees or employee. B. "Alarm User"means the person,firm,partnership,association,corporation,company or organization of any kind in control of any building,structure or facility where in an alarm system is maintained. C. "Public Safety Communication Center"means the City's facility used to receive emergency requests for service and general information from public to be dispatch to respective public safety units. D. "Alarm System"means and includes any alarm installation designed to be used for the prevention or detection of burglary,robbery or fire on the premises which contains the alarm installation. Automobile alarm devices shall not be considered an alarm system under the terms of this chapter. E. "False Alarm"means an alarm system eliciting a response by public safety personnel when a situation requiring a response does not,in fact,exist,and which is caused by the activation of the alarm system through malfunction,improper installation or the inadvertence of the owner or lessee of the alarm system or of his/her employees or agents. False alarms do not include alarms caused by climatic conditions such as tornadoes,thunderstorms,utility line mishaps,violent conditions of nature or any other conditions which are clearly beyond the control of the alarm manufacturer,installer or owner. Subd.3. User Fees. A. An alarm system which causes more than three(3)false alarms to the City in a single calendar year and which has received notice of such violations will cause the alarm user to be charged a user fee of $100.00 per false alarm in excess of three(3)false alarms in a calendar year for false police notifications and a user fee of$300.00 per false alarm in excess of three(3)false alarms in a calendar year for false fire notifications. B. Any alarm user which is required by the City to pay a user fee as the result of a false alarm may make a written appeal of the false alarm charge to the Chief of Police and/or Fire Chief within ten(10) days of notice by the City of the false alarm charge. Following review and determination by the Chief of Police and/or Fire Chief such decision may be appealed to the City Administrator who will have the authority to make a final determination as to whether the appellant is to be charged with a false alarm. C. Payment of user fees provided for under this Section must be paid to the City Clerk within 30 days from the date of notice by the City to the alarm user. Failure to pay the fee within 30 days notice will cause the alarm user to be considered delinquent and subject to a penalty of 10 percent of the fee. D. All delinquent charges for user fees computed as provided in paragraph(C)above shall be forwarded to the City Clerk who shall prepare an assessment roll each year of the delinquent amounts against the respective properties serviced,which assessment roll shall be delivered to the City council for adoption on or before October 10th of each year. Subd.4. Alarm Report. When an alarm user has incurred five(5)alarms or more within one(1)calendar year,the user must submit a written report to the Chief of Police and/or Fire Chief within ten(10)days after being charged with the fifth false alarm,describing actions taken or to be taken to discover and eliminate the cause of the false alarms. Subd. 5. Administrative Rules. A. The Chief of Police and Fire Chief shall promulgate such rules as may be necessary for the implementation of this chapter and the administration thereof. B. The Chief of Police and Fire Chief may develop and maintain statistics for the purpose of ongoing alarm system evaluations. Subd.6. Enforcement and Penalties. Any violation of any provision of this Section shall be punished as a misdemeanor. Section 2-Effective Date. This ordinance becomes effective from and after its passage and publication. Adopted in session of the City Council of the City of Shakopee,Minnesota,held the day of , 1999. Mayor of the City of Shakopee ATTEST: • City Clerk JJT-168898 SH155-23 PAGE 1 CITY OF SHAKOPEE Memorandum TO: Mark McNeill, City Administrator FROM: Mary Athmann, Fire Chief SUBJECT: System Malfunctions Calls DATE: September 2, 1999 I have reviewed the call responses to system malfunction calls during 1998. there were 47 responses to malfunction situations, here is a breakdown by response address for locations with multiple responses: 3253 E. 4th Ave. 7 responses 1455 St. Francis Lane 4 responses 3900 East C.R. 101 3 responses 129 Levee Drive 3 responses 1244 S. Canterbury Rd. 2 responses 428 Holmes St. 2 responses 1204 Ramsey St. 2 responses 1200 Shakopee Town Sq. 2 responses 1999 Alarms Updated 09-12-99 1999 True Alarms 99-624 Carbon monoxide 99-1004 Carbon monoxide 99-28 Open Door 99-140 Open Door 99-154 Carbon monoxide 99-192 Open door 99-574 Plow hit building 99-1383 Open door 99-1587 Open door 99-2143 Open door True Alarm 10 False/All Other 665 1999 Alarms 01-01-99 through 09-12-99 True Alarm 1% • False/All Other — 99% — I I I I I I I *Does not include Fire Calls. Compiled by: Teri Van Cleve and Angela Trutnau Top 10 Alarm Violations - By Year Updated 09-12-99 1997 Alarm Violators - Top 10 1997 Average Time Spent per Alarm 21 889,S,Val ley Park,Dr, *Calculated as time of first dispatch to time of last clear. 15 5288,S,Valley Industrial,Blvd, *Calculation does not address the issue of more than one officer assigned to call. 14 428,S,Holmes,St, 14 5288,N,Valley Industrial,Blvd, 1997 14.20 minutes 14 1583,E,1,Av, 1998 12.62 minutes 12 1000,S,Lewis,St,High School 1999 14.20 minutes 12 1,S,Valleyfair,Dr 12 200,E,10,Av, 10 1137,S,Marschall,Rd, 10 1155,E,1,Av, 1998 Alarm Violators-Top 10 25 1157,S,Valley Park,Dr, 23 1137,S,Marschal I,Rd, 21 1000,S,Valley Park,Dr, 20 200,E,10,Av, 17 5605,E,Hwy. 101,, 17 889,S,Valley Park,Dr, 15 1583,E,1,Av, 14 1425„CR 18„ 14 5288,S,Valley Industrial,Blvd, 13 327,S,Marschal I,Rd, 1999 Alarm Violators-Top 10 (01/01/99-09/12/99) 31 200,E,10,Av, 20 1137,S,Marschal 1,Rd, 13 6828„Hartley,Blvd, 13 5288,S,Valley Industrial,Blvd 12 3253,E,4,Av, 11 200,W,4,Av, 10 1000,S,Valley Park,Dr, 9 1244,S,Canterbury,Rd, 9 1000,S,Lewis,St, 9 3600„Secretariat,Dr, 9 1455„St, Francis,Av, 8 108,E,1,Av, 8 580,S,Marschall,Rd 8 8472,E,Hwy 101„ *Does not include Fire Calls. Compiled by: Teri Van Cleve and Angela Trutnau 1998 Alarm Information Updated 09-12-99 1998 Alarm Information _ Unfounded 747 Alarm Totals True Alarm 19 1997 525 1998 753 1999 665 1998 Alarm Information 2% • .:.:..::.: — ............ _.........: ............ :;: ®Unfounded ■True Alarm 98% 1998 True Alarms 98-69 Car Alarm 98-232 Water-Broken Pipe 98-918 Male running from area of alarm 98-1003 Stove Fire 98-3165 Cable Box tampered with 98-3697 Broken Glass on doors at Jr. High 98-4005 Broken Window-Burglary 98-4439 Open Gate in Mall 98-4483 Removed unauthorized cleaning people 98-5399 Carbon monoxide 98-6338 Open door 98-6855 Open door 98-7121 Open door 98-8329 Carbon monoxide 98-8634 Carbon monoxide 98-8825 Carbon monoxide 98-9362 Vehicle alarm 98-9918 Helium balloon 98-5273 Child pulled alarm 'Does not include fire calls. Compiled by: Teri Van Cleve and Angela Trutnau 1997 Alarm Information Alarm 1997 Unfounde ' 525 True Alar 20 (3 uncertain) 1997 Alarms 4% ■Unfounded ■True Alarm 96% 1997 True Alarms 97-904 K-Mart Burglary 97-1100 Medical Assist 97-1294 Open Door 97-2199 Broken Window 97-2994 Rock thrown through window 97-4895 Panic Alarm-Patient escaped 97-6358 Gun shot victim entered store 97-6518 Open door, two running away 97-6951 Frightened home owner locked in bedroom till we arrive 97-7273 Ceiling tile fell-set off alarm 97-7307 Open door 97-7470 Carbon monoxide alarm 97-8632 Juvenile waiting for ride tried door 97-8990 Vault left open 97-9581 Open door 979-9584 Open door 97-1449 Neighbor business tripped 97-4550 Open garage door I 97-8229 Carbon monoxide 97-9508 Car alarm *Does not include fire calls. Compiled by: Ten Van Cleve . , , I. : .. ...... . ... . . .... . . . .. Q9/2I/89 TUT 41:52 FAX 1 701 282 8168 • . ... ........ I i WAN7E1( CO5TRUCTTON —;----• - --- - 1 . • g3 001 • . . ' •AExit 342 an 1-94 ; wNzEK •PO Box2019 • • . Fargo,North Dakota158107 • , 70112826171 • . . , '• . , . , . , . . • ., ' ' ' •701/28241118 FAX i HEAVY/IND' f_f‘ ST' RIAL. CONSTRUCTORS& CRANE SERVICE : . et infiropranzeici coM , ! • ' • Po 'F *Note 7871 Fb. . 1ric+-2,:f 1 . • , To . • :–Praia &A, 1 ! I •Seiltember 21, 19,99 GoDopi. 00. • • • • ; Posme4: 4phmat i • • • • • • . Fax*( 7443 , -. . • ! I •. . . I ': Mr.Tom Schaffer i U Ouatics .: • 23 . Polaris lane North,Suite 110 . PIYtTD$h.MN 55447 • Re Shakopee Community Swim Pond • : . • • . t Shakopee,.Minnesota . . . • • , • • Dert:. Sctiaffer: • : . ,W . Construction is very pleased to have submitted the low bid r.the above - i. • refeeenced grojett.. We would like to address several Issues raised by the Owner during . • out-telephone conversations last week. • i • f : . 1. WanzekiConstniction has reviewed the bidding documents and we feel our bici • proposal includes all construction indicated. , • . - 2. Wenzel(Constniction has checked it's worksheets and did not discover any inethernatical errors. • 3. You incliCated the owners concerns regarding Wenzel;Construction wilting"No Bid• * : frttet:natealdNo.2(P7olrmMaterial), item A,04finessand . Tciould not . iceaasupplierhatwoudgaranteeao%onnnes. itisourinenlinsvus • • . . Camas for the sand supplier and according to their salesperson;the base bid sand 'material contains less than 0.6%fines. • 4. Wanzek Construction understands the owners concerns surrounding Unit Price • • No.1 &2(Repair of Liner). In a concession to eliminate the owners risk and still save . • • 'them rribney,Wanzek Construction is willing to adjust our base bid to$798,800.00 - and courier Unit Price No. I &2 to$14.00. This could be accomplished by issuing Wanzek Construction a c:hange order. • . • • . . • . . . ' "A\ • ; s: , . : • '. .::47.%•Yr • ! . . Espial Opportunity EsisployeP . , , WWW.WOriZek.00111 . . • • . . . , . - 1 •: : . ' 09/2r./99 TUEI11.:53 FAX 1 701 282�B188 NAN7.FR CONSTRUCTION 1¢1002 • i tt you iia Ie any questions,please do not hesitate to contact our office. • Sin.-; , • • • -1;n- Phili Projrct Mang • Cc:13 n Warzek,Wanzek Construction • j . i • I ; i •• I I I I . f , . If I i5. D2 CITY OF SHAKOPEE MEMORANDUM CONSENTI To: Mayor and City Council Mark McNeill, City Administrator From: Mark McQuillan, Parks and Recreation Director Subject: Waiver of Building Permit Fees for Joe Schleper Baseball Stadium Date: September 16, 1999 INTRODUCTION Council is being asked to waive the building permit fees for the Joe Schleper Baseball Stadium Project. BACKGROUND With previous building projects, the City Council waived building permit fees for its facilities. The building permit fees for the Joe Schleper Baseball Stadium Project is $5,131.00. According to bid documents, the Contractor is responsible for paying the building permit fees. The Contractor will credit(return) that portion of the project costs back to the City if the fees are waived. The City is responsible for WAC and SAC charges which amounts to $12,026.50. Park Reserve Funds will be used to pay those fees. ALTERNATIVES 1. Waive the building permit fees. 2. Do not waive the building permit fees. 3. Table for additional information. RECOMMENDATION Alternative#1 ACTION REQUESTED If Council concurs with staff's recommendation, it should, by motion. move to waive the building permit fees for the Joe Schleper baseball Stadium Improvement Project. Ilk 2ir si Mark J./ cQuillan Parks and Recreation Director CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Mark McNeill, City Administrator SUBJECT: MnDOT Parcel Purchase- Southbridge DATE: September 16, 1999 INTRODUCTION: The Council is asked to agree to an offer from the Minnesota Department of Transportation for the acquisition of a 50.24 acre parcel of"excess"property in the Southbridge Addition that has previously been identified for park property. BACKGROUND: Since 1998,the City has been negotiating with MnDOT for a parcel of land which remained from the US 169 right of way purchase. Originally,the 50.24 tract of land was offered to the City for$725,000, or approximately $14,431 per acre. However,the City was aware that MnDOT had, on occasion,provided some excess land to the host cities, if it was to be used for public purpose. A letter was addressed to Commissioner Elwin Tinldenberg, asking that the sale price be reconsidered, and the"public purpose"consideration be made for MnDOT to donate the property. On May 5, 1999, a letter was received from a MnDOT Division Engineer saying that the entire parcel would be provided at no cost, as long as it was for park use by the general public. Included in that would be a revisionary clause, stating that the property would be returned to the State if it was used for any purpose other than a park. The City did accept that,but did, in June, ask if a Fire Station site could also be considered a public purpose. In order for there to be no confusion,we asked that"right of way"also be specified for public purpose. MnDOT responded in a letter dated July 16, 1999 stating that the Fire Station use would not be within the general public purpose definition, and felt that it should be the responsibility of the City to provide that. CHANGE OF OFFER: On August 26, 1999, Public Works Director Loney and I attended a meeting at MnDOT's Roseville office, where we were informed that the Division Engineer had erred in making the offer of May 5th. We were told that it was beyond the scope of what MnDOT could do, however,rather than completely rescind the understanding,they offered what they hope would be seen as a compromise: 1. The 50.24 acres would be divided into half,with 25.12 acres being given by MnDOT to the City as had been previously agreed to; i.e. at no cost, as long as it would be used for park purposes. If it ceased to be used for those purposes,the property would revert to the State. 2. The remaining 25.12 acres(including the 9.52 acres upon which Southbridge Parkway is constructed)would be purchased by the City at the previously appraised value of$14,431 per acre. That could be used for any purpose, including resale by the City. Also to be considered(and discussed elsewhere in a memo from Public Works Director Loney on this agenda) are the assessments on the 50.24 acre parcel,which amount to $368,441. ANALYSIS: Obviously,the entire 50.24 acres at no cost would be first preference of the City. However,that offer is no longer on the table. However,the revised proposal does offer some possibilities. The 25.12 acres at$14,431 would cost$362,482. If that amount is divided into what would be a remaining 15.6 acres of developable land(25.12 acres minus 9.52 acres of Southbridge Parkway right-of-way), it would mean a per acre acquisition cost of$23,236. Should the City choose to utilize part of that 15.6 acre as a site for Fire Station No. 3,that per acre amount would be less than what an equivalent site might cost elsewhere in Shakopee with sewer and water. In addition,there is land adjacent to the east which is multi-family, and the 15.6 acres could be rezoned for that purpose. (However,we have had an inquiry from at least one individual in an adjacent residential subdivision who was told that the entire parcel was intended to be a park. While that information was accurate at the time of the call,a different land use will be contrary to what that person had been told.) Therefore,the City could fully recoup its acquisition cost through the sale of 15.6 acres, should it so choose to sell the property. ASSESSMENTS: As stated previously,there are $368,441 as assessments on the total property. When the 50.24 acres were anticipated to be obtained at no cost,the direction had been to apply the proceeds of the 8.8 acres which was sold to the school($264,000), towards assessments, rather than putting the proceeds into the park reserve fund. In order to be fair to the park reserve fund, since only half of the MnDOT property will be used as park, only half of the proceeds might be applied to the assessment, leaving $236,441 remaining as assessments on the remainder of the parcel. That would add$15,156 to the sales price of each of the 15.6 acres(if that is chosen by the Council to recoup the entire cost), for a total of$38,392 per acre. That is the"break even" on acquisition and assessments of the 50.24 acres. RECOMMENDATION: We recommend that the offer of MnDOT be accepted,to include purchase of the 25.12 acres at the appraised value of$14,431 per acre, for a total of$362,482, and receipt of the remainder at no cost for park purposes. Further,the Council should give direction as to whether it wishes to actively market the 15.6 acres now, or defer that decision to a future time and leave the assessments on the 15.6 acres. ACTION REQUIRED: If Council concurs, it should,by motion, accept the offer of Minnesota Department of Transportation for parcel 75 transfer as described. U12 1/1,1AWAJ- Mark McNeill, City Administrator i:\admin\mndot .116LAI SHAKOPEE July 22, 1999 Richard A. Stehr, Division Engineer Minnesota Department of Transportation Metropolitan Division Waters Edge 1500 West County Road B2 Roseville,MN 55113 Dear Mr. Stehr: I am in receipt of your letter of July 16th regarding parcel 75 (Scott County). The City understands your rationale for being unable to utilize that property for a fire station site. However,we are very pleased that you have been able to confirm the use of road right of way and parks as being of benefit to the general public,and therefore within MnDOT's transportation objectives. Thank you very much for your kind consideration of our request. We look forward to the completion of transfer documents so the City can take title to the property. Sincerely, (1kAalAkkAbtfel Mark McNeill City Administrator MM:tw CC: Keith Slather, Right of Way Manager Mayor and City Council Mark McQuillan,Park&Rec Park&Rec Advisory Board COMMUNITY PRIDE SINCE 1857 129 Holmes Street South• Shakopee,Minnesota• 55379-1351 • 612-445-3650 FAX 612-445-6718 • $ESo,. 15 Minnesota Department of Transportation Qg Metropolitan Division 'OF rat y Waters Edge 1500 West County Road B2 Roseville, MN 55113 July 16, 1999 Mr. Mark McNeill Shakopee City Administrator 129 Holmes Street South Shakopee, Minnesota 55379-1351 Dear Mr. McNeill: Thank you for your response regarding our May 5th letter to Mayor Jon Brekke. We have discussed your request for parcel 75 (Scott County) road right-of-way be listed as "public use" and the possibility of a satellite city fire station being located on a portion of this site. In our view of public purpose, road right of ways are legitimate uses as they benefit the general public and are within Mn/DOT's transportation objectives with the use of transportation dollars. Parks, which are available to the driving public, fall under this also. However, the fire station is not within the general public transportation benefit and is considered the responsibility of the city for the citizens within their jurisdiction. Properties used for roadway purposes will not incur a charge, but any use of the land for construction of a fire station will require appraisal and payment to Mn/DOT. I hope that this answers any question that you had concerning this land transaction to the city. If you have additional questions,please contact Keith Slater, Right of Way Manager, at 651-582-1300. Sincerely, Richard A. Stehr Division Engineer cc: Mark McQuillan, Shakopee Park& Recreation Board Mayor Jon Brekke, City of Shakopee Deb Amundson, Shakopee City Council Jane DuBois, Shakopee City Council Cletus Link, Shakopee City Council Robert Sweeney, Shakopee City Council An equal opportunity employer June 9, 1999 Richard A. Stehr, Division Engineer MnDOT-Metropolitan Division Waters Edge 1500 West C.R. B-2 Roseville,MN 55113 Dear Mr. Stehr: I am in receipt of your letter to Mayor Jon Brekke of May 5th,regarding the transfer of excess property labeled Parcel 75 (Scott County). I very much wish to thank you and MnDOT for the review of this policy, which will provide for the transfer of the property which will be used for a city park at no cost. We understand the reversionary clause. The City asks for two additional considerations regarding the reversionary clause. It is understood that the property would be used for park,but may we also ask that road right- of-way be listed as a"public use". In addition,there is a possibility that a portion of this property might be the site of a satellite City fire station at some time in the future. I hope that you would agree that that would also qualify as a"public use". If these two uses could be added,we would be most appreciative. Please advise if there is anything further that the City needs to do on this; otherwise, we will await the preparation of the deed by MnDOT. On behalf of the City,I again thank you for your consideration of this. Sincerely, Mark McNeill City Administrator MM:tw CC: Mark McQuillan City Council Keith Slater,Metro Division ROW Manager �`4$ESO. Minnesota Department of Transportation 0.„ ' Metropolitan Division >°°"`gaWaters Edge 1500 West County Road B2 Roseville, MN 55113 May 5, 1999 Honorable Jon Brekke Mayor of Shakopee 129 Holmes Street South Shakopee, Minnesota 55379-1351 Dear Mayor Brekke: Commissioner Tinklenberg has asked me to respond to your letter dated March 22, 1999, regarding the city's request for the excess property labeled Parcel 75. After review of your request concerning Parcel 75, I have found that there was some confusion with our internal policy regarding the transfer of properties to other governmental agencies for public use. This policy has since been reworded and clarified internally. Your request for Parcel 75 will now proceed forward, at no cost for the property, as long as the use is for the general public. A reversionary clause will be placed in the deed that will limit the use to the public use requested(park). The clause will require the property to be returned to the State if the property is used for any other purpose than a park. I have directed the Right of Way Unit to proceed with this transfer as quickly as possible. If you have any questions regarding this transfer of further delays,please contact Keith Slater, Metro Division Right of Way Manager, at 651-582-1300. Sincerely, ,d0402,14,11 e R' hard A. Stehr Division Engineer An equal opportunity employer % • wr-,..=..Tr',,7i,r-',"1., 7 ---1••':'-'7,7,,-, 71. 1 ' 1,--,,,,,t, ,,Fn-Y;,"&",!''•., •''-'1'..••-::;','•-.• ':-•'',`-,' i ,.-•:,,,,. J.),', 1- . 1 : i ,i' (,.„, ,,,rvy0).:..'i0:'4';',.;' ,?s,•-t,,7-,' \,3%,-,'4,-.74-:.:/'-'-'•--4‘4..'.'-.1.r,,-A, <.:'/, . 1, „. , ,..• ..,, ,,- , I/Il .0:t4tstOLIV,..1..... .!:..-.., ,y,?tt;, :t,i'-,,,,,'-',.7 *: ' .. 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'1' ."-•...„ .,,.:/-1':::- : .41°.: ''''4"-,--,'-4*."--mii.:7t,--,., T:',..-!-'4-AtzcsricKi-ii • .' , ,-- ,-- . .. . , „,...,,,-,:.„5„,,,,,:-,148,...4, ,I::4,,cr2c)::i:A-4,-.., urbi ..T2e, til iq -_,.•-• g r c. 0 4=. q CS- tri NO ._ .es g , , .,. CD ). tl ' 4k•illismimuini...... , • .. . .. co 15. E. I . a. CITY OF SHAKOPEE Memorandum TO: Mayor& City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Southbridge Parkway Reassessment and Right-of-Way Costs for the Mn/DOT Parcel DATE: September 21, 1999 INTRODUCTION: At the September 21, 1999 City Council meeting, the City Council will consider the revised purchase agreement for the 50 acres of Mn/DOT property in the Southbridge Addition area. If the Council is to consider the revised purchase agreement with Mn/DOT on this 50 acre parcel, the Council should discuss what the right-of-way costs per acre that should have been assessed to the developer of Southbridge Parkway. BACKGROUND: In 1998, the City did assess the Southbridge Parkway utilities, street and landscaping project, which included the right-of-way purchase from Mn/DOT to construct this major street collector. For the Southbridge Parkway Improvement Project, a total of 9.52 acres was needed to construct the improvements and the right-of-way acquisition costs of $147,216.52 was included in the assessments for this project. The price per acre was established on an appraisal done by the City previously, and accepted by Mn/DOT for the entire 50 acre parcel. Recently, Mn/DOT's staff and City staff met to discuss the final purchase price of the 50 acre parcel. It was suggested that Mn/DOT would need to charge the City the per acre price, as contained in the previous approved appraisal, for the 25 acres of land estimated to be non park land. The other 25 acres that the City indicated would be park land in this area and Mn/DOT has indicated that there would be no cost to obtain this acquisition. Essentially, the purchase price for the entire 50 acres would be half the cost as originally appraised. Jon Albinson, of Valley Green Business Park, has indicated that the developers of Southbridge Parkway should have a reduced right-of-way acquisition costs since the purchase price per acre of the 50 acre price may be reduced. The question is should the purchase price be considered reduced in this area, or since the City has to pay full price for land in this area, that the price per acre that was included in the assessment calculations still remain the same. Staff would request Council direction in this matter before proceeding with a reassessment calculations for the Southbridge Parkway project, as previously suggested by Council in the 1999 assessment hearing. Essentially there are two options and are as follows: 1. Consider the right-of-way acquisition costs per acre for the Southbridge Improvement Project to be the price per acre Mn/DOT is considering the City must pay. 2. Consider the right-of-way acquisition costs for Southbridge Improvement Project to be the entire parcel price per acre, which is essentially 50% rate of the full purchase price. It should be noted that the City would be responsible for the entire assessment for Southbridge Parkway for the remaining acreage of the Mn/DOT parcel. ALTERNATIVES: 1. Provide staff direction on the cost of right-of-way per acre that should have been assessed for the Mn/DOT parcel in conjunction with the Southbridge Improvement Project. 2. Table for additional information. RECOMMENDATION: Previous assessment calculations for Southbridge Improvement Project has a price per acre of the entire parcel purchase price for the right-of-way acquisition costs. In the negotiation with Mn/DOT, the final purchase price will have that price per acre of the previous entire parcel, with the area that is considered non-park and the park land would be sold to the City at no cost. If staff uses the same methodology as previously, the entire parcel per acre purchase price would be used in determining the right-of-way acquisition costs. However, in this case, the final purchase price is based on so much land being purchased and so much land being dedicated to arrive at the final purchase price. The property acquired for Southbridge Parkway improvements is considered non park land by Mn/DOT and would need to be paid at the previous per acre purchase price of approximately $14,400.00 per acre. However, there also is an argument that the purchase price should be based on a per acre price of the entire parcel of approximately $7,200.00 per acre. Staff is looking for Council direction in this matter in order to proceed with Southbridge Parkway reassessments. ACTION REQUESTED: Provide staff with direction on the purchase price to be used for Mn/DOT right-of-way and the reassessment calculations for Southbridge Parkway Improvement Project. Bruce Loney Public Works Director BL/pmp MN/DOT CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Paul Snook, Economic Development Coordinator SUBJECT: Excess MnDOT Property-Parcel 43 MEETING DATE: September 7, 1999 Introduction& Background: Council is asked to direct staff to acquire certain excess MnDOT right-of-way property generally located at the northeast corner of U.S. Hwy 169 and County Hwy 69, and once acquisition is complete,put the property up for private development. Discussion Recently staff met with a commercial real estate broker and the broker's client/interested developer regarding the possibilities of the interested developer acquiring the above referenced property through conveyance from MnDOT to the City, and then the City selling to the interested party. The property of record is a 23.52 acre tract of MnDOT excess right-of-way that was under consideration for the proposed Centres Group development back in 1996. That project obviously did not materialize but work was initiated by the City at that time for said property to be conveyed from MnDOT to the City. Please refer to Exhibit A, which shows the location of the property. In December of 1996, MnDOT informed the City that this property could be conveyed at the value of $787,596, or $33,486 per acre (see Exhibit B, letter from MnDOT). The interested developer has offered,via letter(Exhibit C), $50,000 per acre for the property. If the Council feels that this property should be acquired by the City to initiate development, it would be prudent to proceed through the conveyance / acquisition process with MnDOT and then seek proposals for the purposes of selling the property rather than entertaining the interest of only one developer. It is recommended that the minimum price to be considered be $50,000 per acre. The Council should direct a Request for Proposal (RFP) process for both the acquisition and development of the property. An RFP would not only serve as the vehicle for the bidding process, but would also provide guidelines as to the development that is desired. Budget Impact We are currently negotiating with MnDOT to get their approval to get a commitment for the sale of the property to a private party, before the City would need to write out a check to MnDOT for the purchase price of$787,596. Proceeds would then be reimbursed from the sale to the private party. Obviously, if MnDOT has to have the check from the City before they authorize us to sell this, there is a risk that there would be no bidders. However, the developer with whom we have spoken appears to be very interested in the property. We will hopefully have more information at the September 21st EDA meeting. Options 1. Direct staff to acquire certain excess MnDOT right-of-way property generally located at the northeast corner of U.S. Hwy 169 and County Hwy 69, and once acquisition is complete,put the property up for bid for private development. 2. Direct staff to acquire the excess MnDOT right-of-way property, and initiate a Request for Proposal process for both the acquisition and development of the property, with the Request for Proposal document to be brought back to Council for approval. 3. Do not direct staff to acquire the excess MnDOT right-of-way property. Recommendation Option 1 or 2,whichever the Council prefers. Action Required Offer and pass a motion consistent with the Council's desire. rn io irfrfr4 . _ _ . / . to \ '/ EX IV' 13: -L, A t.,..,:c rN r�N. 1 \ . tn. O / N r O mcp r + to t—ct OSO0a,•N VALLEY MALL '�N '<t N 0 tel �15;�r r �i (•� �OOO,Y .. `jc,� Le',O J o i.. / \,. 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L moi-.. <-,,,-;),_.._/,, yd ///%// �ANNESOT 40 1, Minnesota Department of Transportation r �a• Transportation Building 395 John Ireland Boulevard DCe Tel: 612-296-8647 oF Saint Paul, Minnesota 55155-1899 December 5, 1996 Mr. Jeff Henderson, Mayor City of Shakopee 129 Holmes Street South Shakopee, MN 55379-1376 In reply refer to: 7300 C.S. 7005 (101=1.87) 901 Scott County Parcel 43 (Excess) Reconveyance Dear Mr. Henderson: I am pleased to inform you that all approvals have been obtained for the conveyance of the above referenced parcel. The value of said 23.52 tract is $787,596.10. If this is acceptable, please submit payment of$784,995.70 ($787,596.10 less Deed Tax of$2,600.40) in the form of a cashier's check, certified check or money order made payable to "Commissioner of Transportation - Trunk Highway Fund". You will be responsible for payment of the deed tax at the time of recording of the Quit Claim Deed. Upon receipt of payment the State will issue a Quit Claim Deed using the enclosed legal description to The City of Shakopee. Please submit payment and any questions you may have regarding this transaction to Neal Bartelt, Transportation Building, 395 John Ireland Boulevard, Mailstop 632, St. Paul, MN, 55155 (phone 612-296-8647). Sincerely, eYWS/giediege.0%.--- K. F. Rasmussen, Director Office of Right of Way and Surveys Enclosures: Legal Description (1) Map (1) An equal opportunity employer August 5, 1999 Mr. Paul Snook 6/0115/7--c_. Economic Development Director City of Shakopee �1 129 Holmes Street, South A� Shakopee, MN 55379 jrII w,i ite(A) Dear Mr. Snook, is interested in acquiring land for the co,struction of an in the Shakopee market area. I understand that the at s a 22+ acre parcel along Route 69, north of 169 on the west side of Shakopee. Should t is property prove suitable for our use, would be willing to pay$50,000 per acre of buildable area. Suitability would include: - Appropriate zoning for - Adequatebuildable area. - Site conditions suitable for standard construction techniques. - Environmentally acceptable to buyer. - Acceptable visibility and access to Routes 69 & 169. - Adequate frontage. - Reasonable access to utilities. Please advise within thirty days as to whether the City would be interested in selling this property. If so, I will promptly submit our standard Purchase and Sale Contract. I would appreciate it if you could then outline the process through which we could pursue acquisition. Please phone me with questions at . In the interest of expediency, I will fax as well as mail this correspondence. Sincerely, . 3 , CITY OF SHAKOPEE ' Memorandum a`+ TO: Mark McNeill, City Administrator FROM: Gregg Voxland, Finance Director SUBJ: 2000 Assessing Contract DATE: September 15, 1999 Introduction Council approval for an assessing agreement with Scott County for 2000 is requested. Background Attached is the proposed assessment agreement for 2000 . The amount is increased from $51, 400 to $59, 500, a 15 . 8% increase. The number of parcels in Shakopee was 6, 856 last year and 7, 937 this year. This is a 0% increase in the per parcel cost while last year was a 6 .4% increase. Also authorized by the Legislature is the option to transfer Board of Review duties and powers to the County Board of Equalization. The transfer can be permanent or for a specified number of years. There is a three year minimum for the transfer. Action Move to authorize the proper city officials to execute the assessment agreement with Scott County for the 2000 assessment year in the amount of $59, 500 . 4g ox and Finance Director C:\gregg\memo\assess00 CITY OF SHAKOPEE Memorandum TO: Mayor and City Council FROM: Mark McNeill, City Administrator SUBJECT: City Administrator Absence DATE: September 20, 1999 I will be attending the National City Managers Conference in Portland, Oregon next week, and will be gone from Monday, September 27th-Thursday, September 30th(I will be in the office on Friday, October 1st). During my absence, Gregg Voxland will be Acting City Administrator. ibkc 'kPJ i Mark McNeill City Administrator MM:tw CC: Dept. Heads SHAKOPEE September 17, 1999 Don Mertz Bill's Toggery 138 S. Lewis Street Shakopee, MN 55379 Dear Don: As we discussed today,the City will again allow the bonfire for the Shakopee High School Homecoming celebration to be located on City property. As such,this will be covered under the City's existing insurance policy. The date of the bonfire is Thursday, September 30th, and will follow the Homecoming parade (which is scheduled for either 6:00 or 6:30 PM, according to my information). It is my understanding that you will coordinate the delivery of pallets or other acceptable wood to be burned at the location east of the Community Center, so that the fire will be at the same location as it was in 1998. (Be aware that the City anticipates having playfields developed at that location next year, so it will probably not be available). The Public Works Department has agreed to clean-up the burn pile, and that the Shakopee Fire Department will be in charge of the actual burn. They will establish the standards in terms of size, and would be the final authority on whether it was safe to burn (for example, when the weather conditions might prohibit this). Don, if there are other things which I should be aware,please let me know. Sincerely, r `f Mark McNeill City Administrator MM:tw • CC: Mayor and City Council ary Athmann, Fire Chief Pinky Hullander, Public Works Dan Hughes, Police Chief COMMUNITY PRIDE SINCE 1857 129 Holmes Street South Shakopee,Minnesota 55379-1351 612-445-3650 FAX 612-445-6718 • • PUBLIC MEETING PROPOSED RESIDENTIAL ACADEMY WEDNESDAY, SEPTEMBER 29, 1999 7 P.M. at JORDAN HIGH SCHOOL • This is the first of its kind experiment in Minnesota. Two other locations were already rejected by residents. Why? ► According to state statistics 39% of the kids will come from Hennepin and Ramsey Counties. Scott, Carver and Dakota counties will represent under 5% of these kids. It makes sense to locate it where most of the kids come from. ► As a charter school Scott County schools could be responsible for educating these students if the sponsor backs out. The Carver Scott Educational Co-op backed out already. Where would the money come from? ► These troubled teenagers will have direct access to homes, money and families. HWY. 169 and an active railroad abut the property; It is a non-fenced property. How safe is it for our children and families? ► Many county residents have left the cities because of the gangs and violence. We don't want those problems to follow the kids out here -and-affect our children. ► This is the poorest township in Scott County. Over 17% of our land is tax exempt. There will be increased costs for police, fire and road construction. County taxes will increase. ► Of the county's four correctional facilities, two are in Shakopee and two are already In Jordan. Why? We do not need another facility like this in our county. This academy can be placed anywhere in the state of Minnesota. We need your input now. This project is in the final stages of approval and tomorrow will be too late! Bringouamilies, friends and neighbors to this vital meeting. It affects all of Scott County residents!!! .• •••-