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2013-06-27 - Council Agenda Packet
Agenda Corcoran City Council June 27, 2013 - 7:00 PM 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Presentation -None 6. Public Hearing —Storm Water Pollution Prevention Plan 7. Consent Agenda a. Draft Minutes of 06/07/2013 Council Meeting* b. Draft Minutes of 06/13/2013 Council Meeting* 8. Claims as Presented * a. Escrow Claims (Fund #500) b. All Other Financial Claims 9. Staff Reports / Memos /Commissions a. Planning Project Report* b. Code Compliance Report* c. Financial Performance Report* d. Elm Creek Watershed Report* 10. Planning Business / Landform -None a. Lano Equipment Site Plan Amendment & CUP* b. Funfar CUP for Accessory Building* c. Triden Topographic Survey & Wetland Delineation Exemption* d. Lennar PUD Sketch Plan* 11. Unfinished Business a. PW Facility Update b. Water & Sewer Financial Management Study* c. Maple Hill Community Center 12. New Business a. Alcohol in the park b. Resident claim* 13. Unscheduled Items 14. Closed Meeting a. To review proposed settlement agreement related to 19400 Co Rd 10 15. Review of Upcoming Council Meeting Agenda 16. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Administrator's City Council Meeting Agenda Memo June 27, 2013 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Presentations 6. Public Hearing -Storm Water Pollution Prevention Plan. Sue Nelson of Wenck will introduce this annual public hearing. The presentation slides and background are in your packet. 7. Consent Agenda a. Draft Minutes of 06/07/13 Council Meeting b. Draft Minutes of 06/13/13 Council Meeting 8. Claims as Presented * a. Escrow Claims (Fund #500). b. All Other Claims As Presented 9. Staff Reports / Memos /Commissions a. Planning Project Report. See report b. Code Compliance Report. See report c. Financial Performance Report. This is through May 31St. Bottom line looks good. However, the yearend costs for Engineering, Planning, and the Administrator are going to be over budget. The PW and other non - escrow assignments are eating into the general fund for the Planner and Engineer. This will have to be monitored for the rest of the year. Also, the administrator transition costs will exceed the budget as this was not factored into the 2013 Budget. d. Elm Creek Water Management Report. See report by Commissioner Cindy Patnode. She is asking the council to follow up and possibly designate the city engineer to attend the monthly Technical Advisory Committee (TAC) meetings. 10. Planning Business a. Lano Equipment 13 -006. See Planner's Report b. Funfar CUP 13 -009. See Planner's Report c. Triden Topo Survey 13 -015. See Planners Report d. Lennar Sketch Plan 13 -007. See Planner's Report 11. Unfinished Business a. PW Facility. See Summary Report from Construction Manager. Under the "Steering Committee Concerns ", there are several items that the council should be aware of as they will have a cost impact. Keep in mind that there has been "Value Engineering" that has /will bring the total cost down about $76,500, and there is a $75,000 contingency fund not yet tapped. The concerns are: i. #4 Spill Containment. Not included in original plans but now required by Building Official - $4,500 ii. #6 Rock -added due to weather conditions and poor soils to support construction - possible cost of $9,300 iii. #8 & #11 Water Suppression Tank. Added requirements by Fire Officials have increased the size of tank and are causing delays in project as tank not yet ordered. Mayor and Administrator met with Building Official and Construction Manager on Administrator's City Council Meeting Agenda Memo June 27, 2013 June 19th to review, tank size to be determined and ordered by June 21St. Potential increase in costs at $10,000 iv. #9 Additional building footing depth around water tank. Added depth to footings was needed by Building Official and recommended by Construction Manager. Potential cost is $30,000 b. 2013 TIF Projects -Water and Sewer Financial Management Study. See memo from Northland Securities Tammy Omdal. At the council meeting, I will pass out to the council a detailed draft report on the Management study that will be used at the July 13th Workshop. With this document, the council will now have all the materials necessary to start the c. Maple Hill Community Center. The Committee will be coming in at the meeting and presenting the architectural plans. The plans will not come together until Thursday so I cannot provide them to you ahead of time. A meeting was held with the Mobile Hope Committee this week. They want to have everything ready so they can ask the council if they would authorize going out to bid. I am putting together an RFP to bid but since I have not seen final plans, I can't have a finished document to send out in the packet. If the committee has the plans ready for the council meeting, I will have the draft RFP to also present. I will ask the council to authorize me to send out. There is no commitment on the city's part in authorizing the bidding. The real decision making comes when bids are received and the city has to commit. This will take a firmed up budget, tentative agreements in place with the Maple Hill property owner and the Mobile Hope Committee on use of the facility, and lastly Hennepin County's sign off. 12. New Business a. Alcohol in Park. There again has been an incident in the city park concerning trash and beer cans left behind by the adult ballplayers. City staff time is involved in the cleanup. This has been occurring with increasing regularity. The council is urged to discuss possible ordinance changes. Current Ordinance 83.03 does allow for the consumption of 3.2% malt liquor to be consumed in the park. The Rockford School property does not allow it at all (except city festivals). There are no city regulations in place to monitor or control the beer consumption. Options are to ban it altogether, regulate its use by asking for an upfront fee or escrow, require a permit for each team, require a permit and pay for an officer to be present. The city attorney has drawn up a couple of draft ordinances around these options. Council should discuss direction before actually considering an ordinance adoption. No teams have been talked to regarding the problem this year. b. Claim filed by a resident. Staff investigating. 13. Unscheduled Items 14. Closed Meeting 15. Upcoming Council Meeting Council Calendar Planning Commission 7/18/13 8/1/13 9/5/13 10/3/13 11/7/13 12/5/13 Asleson Lynch Cossette Thomas Guenthner Asleson 2 Administrator's City Council Meeting Agenda Memo June 27, 2013 Parks and Trails Commission 6/18/13 7/16/13 8/20/13 9/17/13 10/15/13 11/19/13 Asleson Lynch Cossette Thomas Guenthner Asleson Wenck MEMORANDUM TO: Dan Donahue, City Administrator City of Corcoran FROM: Susan Nelson, SWPPP Coordinator Kent Torve, P.E. DATE: June 19, 2013 SUBJECT: MS4 Annual Public Meeting and Permit Renewal Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com The Minnesota Pollution Control Agency requires the City of Corcoran to hold a public informational meeting at least once per year addressing the city's Storm Water Pollution Prevention Program (SWPPP). This requirement is part of the City's existing Municipal Separate Storm Sewer System (MS4) permit. A presentation for the public meeting is attached. An informal question- and - answer period follows the presentation; public comments on the SWPPP will be included in the annual report to the MPCA due June 30. If desired, discussion of the City's SWPPP during the public meeting can lead to a discussion of revisions that will be needed under the new permit, which becomes effective August 1, 2013. Wenck's June 6, 2013, memorandum presents estimates of the time needed to revise the SWPPP. If there are questions about those estimates or if further discussion is desired, additional slides are attached to help begin that conversation. City of Corcoran MS4 (Stormwater) Annual Meeting June 27, 2013 — • • MS4 = Municipal Separate Storm Sewer (Drainage) System ➢ Annual meeting required by MPCA permit ➢ Purpose: Provide information, gather feedback on Corcoran's Stormwater Pollution Prevention Program (SWPPP) City of Corcoran • • MS4 (Stormwater) Annual Meeting June 27, 2013 SWPPP Contents Best Management Practices (BMPs) to meet each of six Minimum Control Measures (MCMs): 1. Public education and outreach 2. Public participation /involvement 3. Illicit discharge detection and elimination 4. Construction site stormwater runoff control 5. Post - construction stormwater runoff control 6. Pollution prevention /good housekeeping for municipal operations 1 City of Corcoran • • Example BMP (Copies available) MS4 (Stormwater) Annual Meeting June 27, 2013 educal.an a,,e aaana,h BMP Papa OYiiln∎ Cq of CzeDaran COderbl Ylaaaa...a. � .p∎B,P . ..a. b = N-aormi 4&lr'wters eYbad the plNe. rlaN .. r•S+aErp var.« epp®ea Ilw.ama Y.n an. YaMap. •e•••• _ m1..pnmp nut.* aaW1 Mal'•dap• a oamu9•• r t. EK 'np11W. u. ad a4 plamaar WtakMY/AnW44n Woem wtll mnplurn Cumµ niwaa ar•A Ina 34+r • Robb. *am war • itl062011: aftlelbFtlb arlia • 200■20111: M.ma•aOaM • 3xraea tl npa VrUI newlr-0 makia, W P•.illn .N•aa QaalN elY •BaPYC qr. •~41.01. • Prppa •p as 6MP6 •1 ydyllyll BYPA•c�rva:q �w is wrnl ..a:Srl 411 •••••• Oaapal goo/ ..or,. a.•wan aM Udrran =Y of fPoetWM r1!SnM•i:nb a ∎W CunTp• Spi/yYlaa; Aam •A + rat, mien � umluu^may 1W4,•5e.,mµ• Rhan• aRa1Y Coq al Cem••$*1/P "IV w» City of Corcoran MS4 (Stormwater) Annual Meeting June 27, 2013 Selected BMPs MCM BMP 1. Public education and outreach • Newsletter • Website • Stormwater brochures 2. Public participation and involvement • Annual meeting • Parks & Trails Commission Annual Cleanup Day 2 City of Corcoran MS4 (Stormwater) Annual Meeting June 27, 2013 • • Selected BMPs MCM BMP 3. Illicit Discharge Detection & • Ordinances Elimination • Inspection Program 4. Construction site stormwater • Ordinance runoff control • Plan review for erosion & sediment control City of Corcoran • • Selected BMPs MS4 (Stormwater) Annual Meeting June 27, 2013 MCM BMP 5. Post - construction stormwater • Stormwater ponds management in new development • Stormwater and redevelopment management plan 6. Pollution prevention /good • Street sweeping housekeeping for municipal • Annual inspections and operations follow -ups 3 MS4 (Stormwater) Annual Meeting June 27, 2013 City of Corcoran Permit Renewal • ➢ New permit effective August 1, 2013 ➢ Application and revised SWPPP due Dec. 28, 2013. June 27, 2013 4 City of Corcoran ---"ow7luen • • New format (Copies available) Permit Renewal Stormwater Pollution Prevention Program Document L ParenarsILIps: 11.17.77 IL ancrtgethan cf 11777u May 411chanIsno: ,Part ILL, 4 fl- ecap TN. Owaher,:b xviaar. we, Re. Et .10...d mer,ras *Leon Iv June 27 2013 City of Corcoran —0- Permit Renewal Estimated time to revise SWPPP (See June 6 memo) Example: MCM 5 - Post-construction stormwater management • Up to 15 hours to review the existing program and plan for new permit requirements June 27, 2013 5 City of Corcoran Permit Renewal — • • MCM 5: Post - construction stormwater management Current Permit New Permit 1 page of requirements Regulatory mechanism must address runoff "to the extent allowable by law." 4 pages Regulatory mechanism must address • stormwater volume • total suspended solids • total phosphorus • limitations on infiltration techniques mitigation Expanded documentation June 27, 2013 City of Corcoran Permit Renewal • • Estimated Hours Includes • Time to review requirements and plan new program (city staff and engineering, e.g.) • Time to write /fill out SWPPP June 27, 2013 6 Questions or comments? 7 Example BMP Page from Corcoran's Current SWPPP 4 Public Education and Outreach BMP Page MS4 Name: City of Corcoran Unique Identifying Number: 1 -1 Minimum Control Measures Addressed by This BMP X Public education & outreach Public participation & involvement Illicit discharge detection & elimination X Construction site runoff controls Post - construction storm water management Pollution prevention/Good housekeeping X X X BMP Title: Newsletter BMP Description: A bi- annual newsletter is distributed to the public, which includes information regarding volunteer opportunities, proper lawn care practices, recycling opportunities, phone numbers to report illicit discharges or construction site ESC violations, and other storm water educational information related to each minimum control measure during the year, Measurable Goals: Timeline! Implementation Schedule: • Number of educational storm water articles • Number of times the newsletter is sent out • Number of households receiving newsletters • 2006 -2011: Annually evaluate additional storm water articles to include in newsletter • 2006-2011 Bi- annual distribution Specific Components & Notes (optional,; • Volunteer opportunities • Annual Cleanup day • Septic system maintenance • Proper lawn care BMPs • Distributed bi- annually Responsible Person Responsible Department Name: Todd Bodem Title: Interim City Administrator Title: Interim City Administrator Dept. Head: Todd Bodem Phone: (783) 420 -2288 Phone: (763) 420 -2288 E -mail: tbodernaci.corcoran.mn.us E -mail: tbodern ci.corcoran.mn.us Educational components related to this BMP (description or number — optional); Audience: General Public, Developers, Contractors, and Business Owners. Educational goal: Give the audience awareness and understanding of the storm water issues and volunteer opportunities Activities: See BMP Description above Implementation Plans: See Timeline /Implementation Schedule above Performance Measures: See Measurable Goals above City of Corcoran SWPPP (REV: 6/23/08) Sample Page from New SWPPP Format Stormwater Pollution Prevention Program Document I. Partnerships: (Part 10.1) A. List the regulated small MS4(5) with which you have established a partnership in order to satisfy one or more requirements of this Permit. Indicate which Minlmum Control Measure (MCM) requirements or other program components that each partnership helps to accomplish (List all that apply). Check the box below if you currently have no established partnerships with other regulated MS4s. If you have more than five partnerships, hit the tab key after the last line to generate a new row, ❑ No partnerships with regulated small MS4s Name and description of partnership MCMIOther permit requirements involved B. If you have additional information that you would like to communicate about your partnerships with other regulated small MS4(s), provide it in the space below, or include an attachment to the SWPPP Document, with the following file naming convention: MS4Namef -(ere Partnerships. II. Description of Regulatory Mechanisms: (Part II.112) Illicit discharges A. Do you have a regulatory mechanism(s) that effectively prohibits non- stormwater discharges into your small MS4, except those non - stormwater discharges authorized under the Permit (Part III,D.3.b.)? ❑ Yes ❑ No 1. If yes: a. Check which type of regulatory mechanism(s) your organization has (check all that apply): ❑ Ordinance ❑ Contract language ❑ PolcylStandards ❑ Permits © Rules ❑ Other, explain: b. Provide either a direct link to the mechanism selected above or attach it as an electronic document to this form; or if your regulatory mechanism is either an Ordinance or a Rule, you may provide a citation: Citation: Direct link: ❑ Check here if attaching an electronic copy of your regulatory mechanism, with the following file naming convention: MS4NameHere (DDEreg. 2. If no: Describe the tasks and corresponding schedules that will be taken to assure that, within 12 months of the date permit coverage is extended, this permit requirement is met: www,pca.state.mn.us • 651 - 296 -6300 • 800 -657 -3864 • lTY 651 -282 -5332 or 8110- 657 -3884 • Available in alternative -formals wq.srrm4.49a • 5122113 Page 3 of 13 CITY OF CORCORAN NOTICE OF PUBLIC MEETING TO ADDRESS STORM WATER POLLUTION PREVENTION PROGRAM The City of Corcoran invites all interested parties to attend a public informational meeting on June 27, 2013, at the Corcoran City Hall. This meeting will be conducted as part of a regularly scheduled Council Meeting, which begins at 7 p.m. The purpose of the meeting is to present and discuss the Storm Water Pollution Prevention Program (SWPPP). Information will be presented and discussed regarding the activities the City is undertaking to implement the SWPPP, status of compliance regarding Permit conditions, progress toward achieving measurable goals, and planned activities for the next year. A copy of the SWPPP is available for review at City Hall. Please submit written comments to City of Corcoran, Attn: Dan Donahue, City Administrator, 8200 County Road 116, Corcoran, MN 55340. A copy of the Municipal Separate Storm Sewer System (MS4) General Permit is available at the City Office and online at http: / /www.pca. state. mn. us /publications /wq- strm4- 51.pdf. For release: May 28, 2013 Contact: Nancy Miller, 507 - 206 -2612 New stormwater management requirements help protect water quality St. Paul, Minn. — The Minnesota Pollution Control Agency (MPCA) Citizens' Board recently approved reissuance of a permit that helps protect water quality by reducing the amount of polluted runoff reaching streams, rivers and lakes. The Municipal Separate Storm Sewer System (MS4) permit regulates stormwater discharge from counties, cities, townships and other government entities in urbanized areas. Managing stormwater helps protect human health and the environment. Stormwater runs off of roads and driveways, rooftops, lawns and construction sites into storm sewers, picking up many pollutants along the way and discharging them directly into surface waters. In addition, storm sewers move water quickly off the land instead of allowing it to filter through the soil to replenish drinking water supplies. Stormwater discharges also increase the flow of surface waters, often resulting in stream bank erosion. The goal of the MS4 program is to prevent or reduce the discharge of pollutants to stormwater, and ultimately, surface waters. "We want waters that are fishable and swimmable and to protect drinking water resources," says Duane Duncanson, project manager at the MPCA. "Our intent is to do this in the most reasonable, practical, affordable and flexible way possible while complying with state and federal regulations and, above all, remaining protective of human health and the environment." The 2013 MS4 permit reissuance is the result of an extensive stakeholder process spanning more than three years and including more than 24 stakeholder meetings, two public notice periods and substantial permit modifications. The MPCA Citizens' Board unanimously approved the permit reissuance on Tuesday, May 21, 2013. Each phase of the MS4 program is meant to include additional conditions for managing stormwater. The 2013 permit reissuance is no exception and contains a number of improvements and changes from the 2006 permit. Municipalities reauthorized to discharge stormwater under the recently reissued permit will be required to update their existing stormwater programs to include practices that will better protect Minnesota's water resources. Some of these practices include: • Impaired waters Preventing or reducing the discharge of specific pollutants identified as causing or contributing to a water quality impairment, as defined by the U.S. Environmental Protection Agency- approved Total Maximum Daily Load studies • Illegal discharges Mapping all storm sewer pipes between 12 inches and 24 inches in diameter to better facilitate tracking, investigating and eliminating illegal discharges and training all field employees to recognize and report illegal discharges • Erosion and sediment control Updating local erosion and sediment control programs to be at least as stringent as the statewide standards established by the MPCA • Construction Ensuring developers and contractors implement stormwater control measures that mimic natural conditions (infiltration, evapotranspiration, water reuse, etc.) so that post - construction stormwater runoff volume is not greater than pre- construction runoff volume The MPCA is committed to providing assistance to municipalities implementing the reissued MS4 permit. Guidance documents, workshops and other education and outreach tools are currently in development and will be made available to regulated parties in the near future. Interested parties are encouraged to sign up for MPCA's MS4 program messaging through GovDelivery at https: / /public.govdelivery.com /accounts /MNPCA /subscriber /new. For more information on the MS4 permit, including a webcast of the recent MPCA Citizens' Board meeting and a copy of the permit and all supporting documents, visit the MPCA website at http : / /www.pca.state.mn.us /cy6pkcd. More information on the MS4 program is available on the MPCA website at http : / /www.pca.state.mn.us /sbiza7c. Broadcast version The Minnesota Pollution Control Agency Citizens' Board recently approved reissuance of a permit that helps protect water quality by reducing the amount of polluted runoff reaching streams, rivers and lakes. The permit reissuance is part of a phased approach to stormwater management in the state. New conditions in the permit relate to impaired waters, illegal discharges, erosion and sediment control and construction stormwater requirements. Additional information about the MS4 permit can be found on the Minnesota Pollution Control Agency's website. # ## Wenck MEMORANDUM TO: Dan Donahue, City Administrator City of Corcoran FROM: Susan Nelson, SWPPP Coordinator Kent Torve, P.E. DATE: June 5, 2013 SUBJECT: MS4 General Permit Reissuance Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com Introduction On May 21, 2013, the MPCA Citizens' Board approved reissuing a permit for stormwater discharge, known as the Municipal Separate Storm Sewer (MS4) General Permit. The revised permit takes effect on August 1, 2013, and lasts five years, through July 31, 2018. The City of Corcoran is a mandatory MS4, meaning that it is defined by the 2000 Census as an urbanized area and is required by federal law to apply for coverage under the permit. As an existing permit holder, the City is required to revise its Stormwater Pollution Prevention Program (SWPPP) to meet new permit conditions. The City's application for continued coverage, including its revised SWPPP, is due to the MPCA within 150 days from the permit effective date, or December 28, 2013. As expected, the City will have to expand its SWPPP to include additional tasks in several areas. At your request, this memo was prepared to estimate the resources needed to revise the SWPPP and prepare the permit application. This planning phase does not include the resources needed to implement the City's revised SWPPP. This can be estimated as the SWPPP is developed. The applicable portions of the permit are attached for your reference. Revisions to Stormwater Pollution Prevention Program The focus of the MS4 Permit is the City's Stormwater Pollution Prevention Program (SWPPP). The required components of the SWPPP, as revised by the new permit, are listed below, along with an estimate of time and resources needed from Wenck or city staff, or both, to address them. Further information about each component is available in the permit itself (attached). Memorandum MS4 General Permit Reissuance City of Corcoran, MN June 5, 2013 Page 2 SWPPP Component Estimated Time and Resources Required A. Describe and cite regulatory mechanisms addressing illicit discharges, construction site stormwater runoff, and post- construction stormwater management. Up to 3 hours to search city code, enter citations, and develop a schedule for any new or revised regulatory mechanisms needed. (Permit page 9.) B. Describe written Enforcement Response Procedures (ERPs) the city has developed or will develop to "enforce and compel compliance with" regulatory mechanisms. Up to 3 hours to research existing ERPs and, if necessary, develop a plan to meet new permit requirements for enforcement. (Permit page 9.) C. Mapping and inventory of city storm sewer system Up to 3 hours to compare existing map to new requirements and, if necessary, develop a plan to meet new requirements for inclusion of stormwater pipes, outfalls, structural BMPs, and receiving waters. (Permit page 9.) D. Minimum Control Measures (MCMs) 1. Public education and outreach Up to 5 hours to review the existing educational program and plan how to revise it to meet new requirements for identification of high - priority stormwater - related issues and establishment of measurable goals. (Permit page 10.) 2. Public Participation and Involvement Up to 3 hours to review how the city currently solicits input from the public regarding its SWPPP and, if necessary, plan how to revise it to offer more opportunities to review the plan and document public input. (Permit page 11.) 3. Illicit Discharge Detection and Elimination (IDDE) Up to 10 hours to review the city's IDDE program and, if necessary, develop a plan to revise it to meet new requirements for training and response. (Permit page 12.) 4. Construction site stormwater runoff control Up to 3 hours to review the existing program and, if necessary, develop a plan to revise it to meet new requirements for inclusion of specific Best Management Practices (BMPs), site inspection procedures, and documentation. (Permit page 13.) 5. Post - construction stormwater management Up to 15 hours to review the existing program and, if necessary, develop a plan to revise it to meet new permit requirements for inclusion of BMPs addressing stormwater volume and discharges of Total Suspended Solids (TSS) and Total Phosphorus (TP). (Permit page 15.) Memorandum MS4 General Permit Reissuance City of Corcoran, MN June 5, 2013 Page 3 SWPPP Component Estimated Time and Resources Required 6. Pollution Prevention /Good Housekeeping for Municipal Operations Up to 15 hours to review the existing program and, if necessary, plan to revise it to meet new requirements for maintaining a facilities inventory, developing BMPs for inventoried facilities, developing stormwater pond assessment procedures, and inspection, maintenance, training, and documentation. (Permit page 18.) E. Discharges to Impaired Waters This section applies only to MS4s with approved Total Maximum Daily Load (TMDL) studies as of the effective date of the permit. Corcoran is not yet subject to this section of the permit. The Elm Creek Watershed -Wide TMDL implementation plan will affect Corcoran and is expected to be completed in late 2014. (Permit page 21.) F. Alum or Ferric Chloride Phosphorus Treatment Systems This section does not apply to Corcoran, as it has not yet used alum or ferric chloride to reduce phosphorus content of stormwater. (Permit page 22.) Page 9 of 38 Permit. No: MNR744000 PART III. STORMWATER POLLUTION PREVENTION PROGRAM ( SWPPP) The permittee shall develop, implement, and enforce a SWPPP designed to reduce the discharge of pollutants from the small MS4 to the Maximum Extent Practicable (MEP), to protect water quality, and to satisfy the appropriate water quality requirements of the Clean Water Act. If the permittee enters into a partnership for purposes of meeting SWPPP requirements, the permittee maintains legal responsibility for compliance with this permit. Existing permittees shall revise their SWPPP developed under the Agency's small 10.54 general permit No.MNRO40000 that was effective June, 1, 2006, to meet the requirements of this permit in accordance with the schedule in Appendix A, Table 2. New permittees shall develop, implement, and enforce their SWPPP in accordance with the schedule in Appendix A, Table 3. The permittee's SWPPP shall consist of the following: A. Regulatory Mechanism(s) To the extent allowable under state, tribal or local law, the permittee shall develop, implement, and enforce a Regulatory Mechanism(s) to meet the terms and conditions of Part III,D.3, 4, and S. A Regulatory Mechanism(s) for the purposes of this permit may consist of contract language, an ordinance, permits, standards, or any other mechanism, that will be enforced by the permittee. B. Enforcement Response Procedures (ERPs) 1. The permittee shall develop and implement written ERPs to enforce and compel compliance with the Regulatory Mechanism(s) developed and implemented by the permittee in accordance with Part W.A. 2. Enforcement conducted by the permittee pursuant to the ERPs shall be documented. Documentation shall include, at a minimum, the following: a. Name of the person responsible for violating the terms and conditions of the permittee's Regulatory Mechanism(s) b. Date(s) and focation(s) of the observed violation(s) c. Description of the violation(s), including reference(s) to relevant Regulatory Mechanism(s) d. Corrective action(s) (including completion schedule) issued by the permittee e_ Date(s) and type(s) of enforcement used to compel compliance (e.g., written notice, citation, stop work order, withholding of local authorizations, etc.) f. Referrals to other regulatory organizations (if any) g. Date(s) violation(s) resolved C. Mapping and Inventory 1. Mapping New permittees shall develop, and existing permittees shall update, a storm sewer system map that depicts the following: Page 10 of 38 Permit No MNP040000 a. The permittee's entire small MS4 as a goal, but at a minimum, all pipes 12 inches or greater in diameter, including stormwater flow direction in those pipes b. Outfalls, including a unique identification (ID) number assigned by the permittee, and an associated geographic coordinate c. Structural stormwater BMPs that are part of the permittee's small M54 d. All receiving waters 2. Inventory (2009 Minnesota Session Law, Ch. 172. Sec. 28). a. The permittee shall complete an inventory of: (1) All ponds within the permittee's jurisdiction that are constructed and operated for purposes of water quality treatment, stormwater detention, and flood control, and that are used for the collection of stormwater via constructed conveyances. stormwater ponds do not include areas of temporary ponding, such as ponds that exist only during a construction project or short - tern accumulations of water in road ditches. (2) All wetlands and lakes, within the permittee's jurisdiction, that collect stormwater via constructed conveyances. b. The permittee shall complete and submit the inventory to the Agency on a form provided by the Commissioner. Each feature inventoried shall include the following information: (1) A unique identification (ID) number assigned by the permittee (2) A geographic coordinate (3) Type of feature (e.g., pond, wetland, or lake). This may be determined by using best professional judgment. D. Minimum Control Measures (MCMs) The permittee shall incorporate the following six MCMs into the SWPPP. The permittee shall document as part of the SWPPP, a description of BMPs used for each MCM, the responsible person(s) and department(s) in charge, an implementation schedule, and rneasureable goals that will be used to determine the success of each BMP. 1. Public Education and Outreach New permittees shall develop and implement, and existing permittees shall revise their current program, as necessary, and continue to implement, a public education program to distribute educational materials or equivalent outreach that informs the public of the impact stormwater discharges have on water bodies and that includes actions citizens, businesses, and other local organizations can take to reduce the discharge of pollutants to stormwater. The program shall also include: a. Distribution of educational materials or equivalent outreach focused on: (1) Specifically selected stormwater- related issue(s) of high priority to the permittee to be emphasized during this permit term (e.g., specific TMDL reduction targets, changing local business practices, promoting adoption of residential BMPs, lake Page 11 of 38 Permit No: MNR040000 improvements through lake associations, responsible management of pet waste, household chemicals, yard waste, deicing materials, etc.) (2) Illicit discharge recognition and reporting illicit discharges to the permittee b. An implementation plan that consists of the following: (1) Target audience(s), including measurable goals for each audience (2) Responsible Person(s) in charge of overall plan implementation (3) Specific activities and schedules to reach measurable goals for each target audience (4) A description of any coordination with and/or use of other stormwater education and outreach programs being conducted by other entities, if applicable (5) Annual evaluation to measure the extent to which measurable goals for each target audience are attained c. Documentation of the following information: (1) A description of any specific stormwater - related issues identified by the permittee under Part IIl.D.1.a(1) (2) All information required under Part IIl.D.1.b (3) Any modifications made to the program as a result of the annual evaluation under Part III.D.1.b(5) (4) Activities held, including dates, to reach measurable goals (5) Quantities and descriptions of educational materials distributed, including dates distributed 2. Public Participation /Involvement a, New permittees shall develop and implement, and existing permittees shall revise their current program, as necessary, and continue to implement, a Public Participation /Involvement program to solicit public input on the SWPPP. The permittee shall: (1) Provide a minimum of one (1) opportunity annually for the public to provide input on the adequacy of the SWPPP. Public meetings can be conducted to satisfy this requirement provided appropriate local public notice requirements are followed and opportunity to review and comment on the SWPPP is provided. (2) Provide access to the SWPPP document, Annual Reports, and other documentation that supports or describes the SWPPP (e.g., Regulatory Mechanism(s), etc.) for public review, upon request. All public data requests are subject to the Minnesota Government Data Practices Act, Minn. Stat. § 13. (3) Consider public input, oral and written, submitted by the public to the permittee, regarding the SWPPP. b. Document the following information: (1) All relevant written input submitted by persons regarding the SWPPP (2) All responses from the permittee to written input received regarding the SWPPP, including any modifications made to the SWPPP as a result of the written input received Page 12 of 38 Permit No: MNR040000 (3) Date(s) and location(s) of events held for purposes of compliance with this requirement (4) Notices provided to the public of any events scheduled to meet this requirement, including any electronic correspondence (e.g., website, e-mail distribution lists, notices, etc.) Illicit Discharge Detection and Elimination (IDDE) New permittees shall develop, implement, and enforce, and existing permittees shall revise their current program as necessary, and continue to implement and enforce, a program to detect and eliminate illicit discharges into the small MS4. The IDDE program shall consist of the following: a. Map of the small MS4 as required by Part IIi.C.1. b. Regulatory Mechanisms) that effectively prohibits non - stormwater discharges into the small MS4, except those non- stormwater discharges authorized under Part 1.13.1. c. Incorporation of illicit discharge detection into all inspection and maintenance activities conducted under Part 111.116.e and f. Where feasible, illicit discharge inspections shall be conducted during dry - weather conditions (e.g., periods of 72 or more hours of no precipitation). Detecting and tracking the source of illicit discharges using visual inspections. The permittee may also include the use of mobile cameras, collecting and analyzing water samples, and /or other detailed inspection procedures that may be effective investigative tools. e. Training of all field staff, in accordance with the requirements of Part III.D.6.g(2), in illicit discharge recognition (including conditions which could cause illicit discharges), and reporting illicit discharges for further investigation. f. Identification of priority areas likely to have illicit discharges, including at a minimum, evaluating land uses associated with business/industrial activities, areas where illicit discharges have been identified in the past, and areas with storage of large quantities of significant materials that could result in an illicit discharge. Based on this evaluation, the permittee shall conduct additional illicit discharge inspections in those areas identified as having a higher likelihood for illicit discharges. g. For timely response to known, suspected, and reported illicit discharges: (1) Procedures for investigating, locating, and eliminating the source of illicit discharges. (2) Procedures for responding to spills, including emergency response procedures to prevent spills from entering the small MS4. The procedures shall also include the immediate notification of the Minnesota Department of Public Safety Duty Officer at 1- 800 - 422 -0798 (toll free) or 651 -649 -5451 (Metro area), if the source of the illicit discharge is a spill or leak as defined in Minn. Stat. § 115.061. (3) When the source of the illicit discharge is found, ERPs required by Part I11.8 (iif necessary) to eliminate the illicit discharge and require any needed corrective action(s). Page 13 of 38 Permit No: MNR040000 h. Documentation of the following information: (1) Date(s) and location(s) of IDDE inspections conducted in accordance with Part III.D.3.c and f (2) Reports of alleged illicit discharges received, including date(s) of the report(s), and any follow -up action(s) taken by the permittee (3) Date(s) of discovery of all illicit discharges (4) Identification of outfalls, or other areas, where illicit discharges have been discovered (5) Sources (including a description and the responsible party) of illicit discharges (if known) (6) Action(s) taken by the permittee, including date(s), to address discovered illicit discharges 4. Construction Site Stormwater Runoff Control New permittees shall develop, implement, and enforce, and existing permittees shall revise their current program, as necessary, and continue to implement and enforce, a Construction Site Stormwater Runoff Control program that reduces pollutants in stormwater runoff to the small MS4 from construction activity with a land disturbance of greater than or equal to one acre, including projects less than one acre that are part of a larger common plan of development or sale, that occurs within the permittee's jurisdiction. The program shall incorporate the following components: a. Regulatory Mechanism(s) A Regulatory Mechanism(s) that establishes requirements for erosion and sediment controls and waste controls that is at least as stringent as the Agency's general permit to Discharge Stormwater Associated with Construction Activity No.MN R100001 (as of the effective date of this permit). The permittee's Regulatory Mechanism(s) shall require that owners and operators of construction activity develop site plans that must be submitted to the permittee for review and approval, prior to the start of construction activity. Site plans must be kept up -to -date by the owners and operators of construction activity with regard to stormwater runoff controls. The Regulatory Mechanism(s) must require that site plans incorporate the following erosion and sediment controls and waste controls as described in the above referenced permit: (1) BMPs to minimize erosion (2) BMPs to minimize the discharge of sediment and other pollutants (3) BMPs for dewatering activities (4) Site inspections and records of rainfall events (5) BMP maintenance (6) Management of solid and hazardous wastes on each project site (7) Final stabilization upon the completion of construction activity, including the use of perennial vegetative cover on all exposed soils or other equivalent means (8) Criteria for the use of temporary sediment basins Page 14 of 38 Permit No MNR040040 h. Site plan review The program shall include written procedures for site plan reviews conducted by the permittee prior to the start of construction activity, to ensure compliance with requirements of the Regulatory Mechanism(s). The site plan review procedure shall include notification to owners and operators proposing construction activity of the need to apply for and obtain coverage under the Agency's general permit to Discharge Storrnwater Associated with Construction Activity No.MN R100001. Public input The program shall Include written procedures for receipt and consideration of reports of noncompliance or other stormwater related information on construction activity submitted by the public to the permittee. d. Site inspections The program shall include written procedures for conducting site inspections, to determine compliance with the permittee "s Regulatory Mechanism(s). The written procedures shall: (1) Include procedures for identifying priority sites for inspection. Prioritization can be based on such parameters as topography, soil characteristics, type of receiving water(s), stage of construction, compliance history, weather conditions, or other local characteristics and issues. (2) Identify frequency at which site inspections will be conducted (3) Identify name(s) of individuals) or position titles responsible for conducting site inspections (4) Include a checklist or other written means to document site inspections when determining compliance. e. ERPs required by Part III.B of this permit f. Documentation of the following information: (1) For each site plan review —The project name, location, total acreage to be disturbed, owner and operator of the proposed construction activity, and any stormwater related comments and supporting documentation used by the permittee to determine project approval or denial. (2) For each site inspection - Inspection checklists or other written means used to document site inspections Page 15 of 38 Permit No: MNR040000 5. Post - Construction Stormwater Management New permittees shall develop, implement, and enforce, and existing permittees shall revise their current program, as necessary, and continue to implement and enforce, a Post - Construction Stormwater Management program that prevents or reduces water pollution after construction activity is completed, related to new development and redevelopment projects with land disturbance of greater than or equal to one acre, including projects less than one acre that are part of a larger common plan of development or sale, within the permittee's jurisdiction and that discharge to the permittee's small M54. The ,program shall consist, at a minimum, of the following: a. A Regulatory Mechanisms) that incorporates, (1) A requirement that owners and /or operators of construction activity submit site plans with post - construction stormwater management BMPs to the permittee for review and approval, prior to start of construction activity (2) Conditions for Post - Construction Stormwater Management: The permittee shall develop and implement a Post - Construction Stormwater Management program that requires the use of any combination of BMPs, with highest preference given to Green Infrastructure techniques and practices (e.g., infiltration, evapotranspiration, reuse /harvesting, conservation design, urban forestry, green roofs, etc.), necessary to meet the following conditions on the site of a construction activity to the MEP (a) For new development projects — no net increase from pre - project conditions (on an annual average basis) of: 1) Stormwater discharge Volume, unless precluded by the stormwater management limitations in Part I1i.D.5.a(3)(a) 2) Stormwater discharges of Total Suspended Solids (TSS) 3) Stormwater discharges of Total Phosphorus (TP) (b) For redevelopment projects — a net reduction from pre - project conditions (on an annual average basis) of: 1) Stormwater discharge Volume, unless precluded by the stormwater management limitations in Part III.D.5.a(3)(a) 2) Stormwater discharges of TSS 3) Stormwater discharges of TP (3) Stormwater management limitations and exceptions (a) Limitations 1) The permittee's Regulatory Mechanisms) shall prohibit the use of infiltration techniques to achieve the conditions for post - construction stormwater management in Part III.D,S.a(2) when the infiltration structural stormwater MOP will receive discharges from, or be constructed in areas: Page 16 of 38 Permit No MNRO40000 a) Where industrial facilities are not authorized to infiltrate industrial stormwater under an NPDES /SDS Industrial Stormwater Permit issued by the Agency b) Where vehicle fueling and maintenance occur c) With less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock d) Where high levels of contaminants in soil or groundwater will be mobilized by the infiltrating stormwater 2) The permittee's Regulatory Mechanism(s) shall restrict the use of infiltration techniques to achieve the conditions for post - construction stormwater management, without higher engineering review, sufficient to provide a functioning treatment system and prevent adverse impacts to groundwater, when the infiltration device will be constructed in areas: a) With predominately Hydrologic Soil Group D (clay) soils b) Within 1,000 feet up- gradient, or 100 feet down - gradient of active karst . features c) Within a Drinking Water Supply Management Area (DWSMA) as defined in Minn. R. 4720.5100, subp. 13 d) Where soil infiltration rates are more than 8.3 inches per hour 3) For linear projects where the lack of right - of-way precludes the installation of volume control practices that meet the conditions for post - construction stormwater management in Part.III.D.S.a(2), the permittee's Regulatory Mechanism(s) may allow exceptions as described in Part III.D.5.a(3)(b). The permittee's Regulatory Mechanism(s) shall ensure that a reasonable attempt be made to obtain right -of -way during the project planning process. (b) Exceptions for stormwater discharge volume The permittee's Regulatory Mechanism(s) may allow for lesser volume control on the site of the original construction activity than that in Part III.D.5.a(2) only under the following circumstances: 1) The owner and /or operator of a construction activity is precluded from infiltrating stormwater through a designed system due to any of the infiltration related limitations described above, and 2) The owner and/or operator of the construction activity implements, to the MEP, volume reduction techniques, other than infiltration, (e.g., evapotranspiration, reuse /harvesting, conservation design, green roofs, etc.) on the site of the original construction activity that reduces stormwater discharge volume, but may not meet the conditions for post - construction stormwater management in Part III.D.S.a(2). (4) Mitigation provisions (5) Page 17 of 38 Permit No: MNR040000 There may be circumstances where the permittee or other owners and operators of a construction activity cannot cost effectively meet the conditions for post - construction stormwater management for TSS and/or TP in Part III.D.5.a(2) on the site of the original construction activity. For this purpose, the permittee shall identify, or may require owners or operators of a construction activity to identify, locations where mitigation projects can be completed. The permittee's Regulatory Mechanism(s) shall ensure that any stormwater discharges of TSS and/or TP not addressed on the site of the original construction activity are addressed through mitigation and, at a minimum, shall ensure the following requirements are met: (a) Mitigation project areas are selected in the following order of preference: 1) Locations that yield benefits to the same receiving water that receives runoff from the original construction activity 2) Locations within the same Department of Natural Resource (DNR) catchment area as the original construction activity 3) Locations in the next adjacent DNR catchment area up- stream 4) Locations anywhere within the permittee's jurisdiction (b) Mitigation projects must involve the creation of new structural stormwater BMPs or the retrofit of existing structural stormwater BMPs, or the use of a properly designed regional structural stormwater BMP. (c) Routine maintenance of structural stormwater BMPs already required by this permit cannot be used to meet mitigation requirements of this Part. (d) Mitigation projects shall be completed within 24 months after the start of the original construction activity. (e) The permittee shall determine, and document, who is responsible for long -term maintenance on all mitigation projects of this Part. (f) If the permittee receives payment from the owner and/or operator of a construction activity for mitigation purposes in lieu of the owner or operator of that construction activity meeting the conditions for post- construction stormwater management in Part III.D.S.a(2), the permittee shall apply any such payment received to a public stormwater project, and all projects must be in compliance with Part III.D.5.a(4)(a) -(e). Long -term maintenance of structural stormwater BMPs The permittee's Regulatory Mechanisms) shall provide for the establishment of legal mechanism(s) between the permittee and owners or operators responsible for the long -term maintenance of structural stormwater BMPs not owned OF operated by the permittee, that have been implemented to meet the conditions for post - construction stormwater management in Part III.D.5.a(2). This only includes structural stormwater BMPs constructed after the effective date of this permit, that are directly connected to the permittee's M54, and that are in the permittee's jurisdiction, The legal mechanism shall include provisions that, at a minimum: (a) Allow the permittee to conduct inspections of structural stormwater BMPs not owned or operated by the permittee, perform necessary maintenance, and assess costs for those structural stormwater BMPs when the permittee Page 18 of 38 Permit No 1V1NR040000 determines that the owner and /or operator of that structural stormwater BMP has not conducted maintenance. (b) Include conditions that are designed to preserve the permittees right to ensure maintenance responsibility, for structural stormwater BMPs not owned or operated by the permittee, when those responsibilities are legally transferred to another party. (c) Include conditions that are designed to protect /preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post - construction stormwater management in Part III.D.5.a(2) continue to be met. Site plan review The program shall include written procedures for site plan reviews conducted by the permittee prior to the start of construction activity, to ensure compliance with requirements of the Regulatory Mechanism(s). c. Documentation of the following information: (1) Any supporting documentation used by the permittee to determine compliance with Part III.D.5.a, including the project name, location, owner and operator of the construction activity, any checklists used for conducting site plan reviews, and any calculations used to determine compliance (2) All supporting documentation associated with mitigation projects authorized by the permittee (3) Payments received and used in accordance with Part III.D.5.a(4)(f) (4) All legal mechanisms drafted in accordance with Part III.D.5.a(5), including date(s) of the agreement(s) and name(s) of all responsible parties involved 6. Pollution Prevention /Good Housekeeping For Municipal Operations New permittees shall develop and implement, and existing permittees shall revise their current program, as necessary, and continue to implement, an operations and maintenance program that prevents or reduces the discharge of pollutants from permittee owned /operated facilities and operations to the small M54. The operations and maintenance program shall include, at a minimum, the following: a. Facilities Inventory The permittee shall develop and maintain an inventory of permittee owned /operated facilities that contribute pollutants to stormwater discharges. Facilities to be inventoried may include, but is not limited to: composting, equipment storage and maintenance, hazardous waste disposal, hazardous waste handling and transfer; landfills, solid waste handling and transfer, parks, pesticide storage, public parking Tots, public golf courses; public swimming pools, public works yards, recycling, salt storage, vehicle storage and maintenance (e.g., fueling and washing) yards, and materials storage yards. Page 19 of 38 Permit No: NMNRO40000 b. Development and Implementation of BMPs for inventoried facilities and municipal operations Considering the source of pollutants and sensitivity of receiving waters (e.g., Outstanding Resource Value Waters (ORVWs), impaired waters, trout streams, etc.), the permittee shall develop and implement BMPs that prevent or reduce pollutants in stormwater discharges from the small MS4 and from: (1) All inventoried facilities that discharge to the M54, and (2) The following municipal operations that may contribute pollutants to stormwate discharges, where applicable: (a) Waste disposal and storage, including dumpsters (b) Management of temporary and permanent stockpiles of materials such as street sweepings, snow, deicing materials (e.g., salt), sand and sediment removal piles (c) Vehicle fueling, washing and maintenance (d) Routine street and parking lot sweeping (e) Emergency response, including spill prevention plans (f) Cleaning of maintenance equipment, building exteriors, dumpsters, and the disposal of associated waste and wastewater (g) Use, storage, and disposal of significant materials (h) Landscaping, park, and lawn maintenance (i) Road maintenance, including pothole repair, road shoulder maintenance, pavement marking, sealing, and repaving (j) Right -of -way maintenance, including mowing (k) Application of herbicides, pesticides, and fertilizers (I) Cold - weather operations, including plowing or other snow removal practices, sand use, and application of deicing compounds c. Development and implementation of BMPs for MS4 discharges that may affect Source Water Protection Areas (Minn. R. 4720.5100 - 4720.5590) The permittee shall incorporate BMPs into the SWPPP to protect any of the following drinking water sources that the M54 discharge may affect, and the permittee shall include the map of these sources with the SWPPP if they have been mapped: (1) Wells and source waters for DWSMAs identified as vulnerable under Minn. R. 4720.5205, 4720.5210, and 4720.5330 (2) Source water protection areas for surface intakes identified in the source water assessments conducted by or for the Minnesota Department of Health (MDH) under the federal Safe Drinking Water Act, U.S.G. §§ 300j —13 d. Pond Assessment Procedures and Schedule The permittee shall develop procedures and a schedule for the purpose of determining the TSS and TP treatment effectiveness of all permittee owned /operated ponds constructed and used for the collection and treatment of stormwater, The schedule (which may exceed this permit term) shall be based on measureable goals and priorities established by the permittee. Page 20 of 38 Permit No: MNRO40000 e. Inspections (1) Unless inspection frequency is adjusted as described below, the permittee shall conduct annual inspections of structural stormwater BMPs (excluding stormwater ponds which are under a separate schedule below) to determine structural integrity, proper function and maintenance needs. Inspections of structural stormwater BMPs shall be conducted annually unless the permittee determines if either of the following conditions apply: 1) Complaints received or patterns of maintenance indicate a greater frequency is necessary, or 2) Maintenance or sediment removal is not required after completion of the first two annual inspections; in which case the permittee may reduce the frequency of inspections to once every two (2) years. However, existing permittees are authorized under this permit to continue using inspection frequency adjustments, previously determined under the general stormwater permit for small M54s No.MNR040000, effective June 1, 2006, provided that documentation requirements in Part III.D.6.h(2) are satisfied. (2) Prior to the expiration date of this permit, the permittee shall conduct at least one inspection of all ponds and outfalls (excluding underground outfalls) in order to determine structural integrity, proper function, and maintenance needs. (3) The permittee shall conduct quarterly inspections of stockpiles, and storage and material handling areas as inventoried in Part 11I.D.6.a, to determine maintenance needs and proper function of BMPs. Maintenance Based on inspection findings, the permittee shall determine if repair, replacement, or maintenance measures are necessary in order to ensure the structural integrity, proper function, and treatment effectiveness of structural stormwater BMPs. Necessary maintenance shall be completed as soon as possible to prevent or reduce the discharge of pollutants to stormwater. g. Employee Training The permittee shall develop and implement a stormwater management training program commensurate with employee's job - duties as they relate to the perrnittee's SWPPP, including reporting and assessment activities. The permittee may use training materials from the United States Environmental Protection Agency (USEPA), state and regional agencies, or other organizations as appropriate to meet this requirement. The employee training program shall: (1) Address the importance of protecting water quality (2) Cover the requirements of the permit relevant to the job duties of the employee (3) Include a schedule that establishes initial training for new and/or seasonal employees, and recurring training intervals for existing employees to address changes in procedures, practices, techniques, or requirements Page 21 of 38 Permit No: MNR040000 h. Documentation of the following information: (1) Date(s) and description of findings of all inspections conducted in accordance with Part IiI.D.6.e (2) Any adjustments to inspection frequency as authorized under Part III.D.6.e(1) (3) A description of maintenance conducted, including dates, as a result of inspection findings (4) Pond sediment excavation and removal activities, including: (a) The unique ID number (consistent with that required in Part iiI.C.2.a) of each stormwater pond from which sediment is removed (b) The volume (e.g., cubic yards) of sediment removed from each stormwater pond (c) Results from any testing of sediment from each removal activity (d) Location(s) of final disposal of sediment from each stormwater pond (5) Employee stormwater management training events, including a list of topics covered, names of employees in attendance, and date of each event E. Discharges to Impaired Waters with a USEPA- Approved TMDL that Includes an Applicable WLA For each applicable WLA approved prior to the effective date of this permit, the BMPs included in the compliance schedule at application constitute a discharge requirement for the permittee. The permittee shall demonstrate continuing progress toward meeting each discharge requirement, on a form provided by the Commissioner, by submitting the following: 1. An assessment of progress toward meeting each discharge requirement, including a list of all BMPs being applied to achieve each applicable WLA. For each structural stormwater BMP, the permittee shall provide a unique identification (ID) number and geographic coordinate. If the listed structural stormwater BMP is also inventoried as required by Part IIi.C.2, the same ID number shall be used. 2. A list of all BMPs the permittee submitted at the time of application in the SWPPP document compliance schedule(s) and the stage of implementation for each BMP, including any BMPs specifically identified for the small MS4 in the TMDL report that the permittee plans to implement 3. An up -dated estimate of the cumulative reductions in loading achieved for each pollutant of concern associated with each applicable WLA 4. An up -dated narrative describing any adaptive management strategies used (including projected dates) for making progress toward achieving each applicable WIA Page 22 of 38 Permit No MNR040000 F. Alum or Ferric Chloride Phosphorus Treatment Systems If the permittee uses an alum or ferric chloride phosphorus treatment system, the permittee shall comply with the following: 1. Minimum Requirements of an Alum or Ferric Chloride Phosphorus Treatment System a. Limitations (1) The permittee shall use the treatment system for the treatment of phosphorus in stormwater. Non - stormwater discharges shall not be treated by this system. (2) The treatment system must be contained within the conveyances and structural stormwater BMPs of a small MS4. The utilized conveyances and structural stormwater BMPs shall not include any receiving waters. (3) Phosphorus treatment systems utilizing chemicals other than alum or ferric chloride must receive written approval from the Agency. (4) In -lake phosphorus treatment activities are not authorized under this permit. b. Treatment System Design (1) The treatment system shall be constructed in a manner that diverts the stormwater flow to be treated from the main conveyance system. (2) A High Flow Bypass shall be part of the inlet design. (3) A flocculent storage/settling area shall be incorporated into the design, and adequate maintenance access must be provided (minimum of 8 feet wide) for the removal of accumulated sediment. 2. Monitoring During Operation a. A designated person shall perform visual monitoring of the treatment system for proper performance at least once every seven (7) days, and within 24 hours after a rainfall event greater than 2.5 inches in 24 hours. Following visual monitoring which occurs within 24 hours after a rainfall event, the next visual monitoring must be conducted within seven (7) days after that rainfall event. b. Three benchmark monitoring stations shall be established. Table B -1 shall be used for the parameters, units of measure, and frequency of measurement for each station. c. Samples shall be collected as grab samples or flow - weighted 24 -hour composite samples. d. Each sample, excluding pH samples, must be analyzed by a laboratory certified by the MDH and/or the MPCA, and: (1) Sample preservation and test procedures for the analysis of pollutants shall conform to 40 CFR Part 136 and Minn. R. 7041.3200. (2) Detection limits for dissolved phosphorus, dissolved aluminum, and dissolved iron shall be a minimum of 6 micrograms per liter (ug/L), 10110_, and 20 µg /L, respectively. (3) pH must be measured within 15 minutes of sample collection using calibrated and maintained equipment. Page 23 of 38 Permit No: MNR040000 Table B -1: Monitoring Parameters During Operation Station Alum Parameters Ferric Parameters Units Frequency Upstream- Background Total Phosphorus Dissolved Phosphorus Total Aluminum Dissolved Aluminum pH Flow Total Phosphorus Dissolved Phosphorus Total Iron Dissolved Iron pH Flow mg /L mg /L mg /L mg /L SU Mgd 1 x week 1 x week 1 x month 1 x week 1 x week Daily Alum or Ferric Chloride Feed Alum Ferric Gallons Daily Total Dosed In Gallons _ Discharge From Treatment Total Phosphorus Dissolved Phosphorus Total Aluminum Dissolved Aluminum pH Flow Total Phosphorus Dissolved Phosphorus Total Iron Dissolved Iron pH Flow mg /L mg /L mg /L mg /L SU Mgd 1 x week 1 x week 1 x month 1 x week 1 x week Daily e. In the following situations, the permittee shall perform corrective action(s) and immediately notify the Minnesota Department of Public Safety Duty Officer at 1 -800- 422 -0798 (toll free) or 651- 649 -5451 (Metro area): (1) The pH of the discharged water is not within the range of 6.0 and 9.0 (2) Any indications of toxicity or measurements exceeding water quality standards (3) A spill, as defined in Minn. Stat. § 115.01, subd, 13, of alum or ferric chloride 3. Reporting and Recordkeeping a. Annual Reporting The permittee shall submit the following information with the Annual Report in Part IV.B. The Annual Report must include a month -by -month summary of: (1) Date(s) of operation (2) Chemical(s) used for treatment (3) Gallons of water treated (4) Gallons of alum or ferric chloride treatment used (5) Calculated pounds of phosphorus removed (6) Any performance issues and the corrective action(s), including the date(s) when corrective action(s) were taken b. On -Site Recordkeeping A record of the following design parameters shall be kept on -site: (1) Site- specific jar testing conducted using typical and representative water samples in accordance with ASTM D2035 -08 (2003) (2) Baseline concentrations of the following parameters in the influent and receiving waters: Page 24 of 38 Permit No: MNR040000 (a) Aluminum or Iron (b) Phosphorus (3) The following system parameters and how each was determined: (a) Flocculent settling velocity (b) Minimum required retention time (c) Rate of diversion of stormwater into the system (d) The flow rate from the discharge of the outlet structure (e) Range of expected dosing rates 4. Treatment System Management The following site- specific procedures shall be developed and a copy kept on -site: a, Procedures for the installation, operation and maintenance of all pumps, generators, control systems, and other equipment b. Specific parameters for determining when the solids must be removed from the system and how the solids will be handled and disposed of c. Procedures for cleaning up and /or containing a spill of each chemical stored on -site G. stormwater Pollution Prevention Program ( SWPPP) Modification 1. The Commissioner may require the permittee to modify the SWPPP as needed, in accordance with the procedures of Minn. R. 7001, and may consider the following factors: a. Discharges from the small MS4 are impacting the quality of receiving waters. b. More stringent requirements are necessary to comply with state or federal regulations. c. Additional conditions are deemed necessary to comply with the goals and applicable requirements of the Clean Water Act and protect water quality. 2. Modifications that the permittee chooses to make to the SWPPP document developed under Part 1I.D, other than modifications authorized in Part 111.6.3 below, roust be approved by the Commissioner in accordance with the procedures of Minn. R. 7001. All requests must be in writing, setting forth schedules for compliance. The request must discuss alternative program modifications, assure compliance with requirements of the permit, and meet other applicable laws. 3. The SWPPP document may only be modified by the permittee without prior approval of the Commissioner provided it is in accordance with a. or b. below, and the Commissioner is notified of the modification in the Annual Report for the year the modification is made. a. A BMP is added, and none subtracted, from the SWPPP document. b. A less effective BMP identified in the SWPPP document is replaced with a more effective BMP. The alternate BMP shall address the same, or similar, concerns as the ineffective or failed BMP. City of Corcoran City Council Meeting Minutes June 7, 2013 — 4:30 PM 7a. The Corcoran City Council met on June 7, 2013, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Asleson, and Councilor Lynch. Also present was City Clerk Heinecke. 1. Call to Order / Roll Call Mayor Guenthner called the meeting to order at 4:33 pm 2. Approve City Administrator Contract Council reviewed and discussed the proposed contract as presented. The contract was also reviewed by City Attorney Carson. MOTION: made by Asleson, seconded by Lynch to approve the contract as presented. Voting Aye: Guenthner, Asleson, and Lynch (Motion carried 3:0) 4/^ MOTION: made by Lynch, seconded by Asleson to adjourn. Voting Aye: Guenthner, Asleson, and Lynch (Motion carried 3:0) Meeting adjourned at 4:50 pm Jeanie Heinecke — City Clerk City of Corcoran City Council Meeting Minutes June 13, 2013 - 7:00 PM 7b. The Corcoran City Council met on June 13, 2013, at City Hall in Corcoran, Minnesota. Present were, Councilor Asleson, Councilor Cossette, and Councilor Thomas. Also present were City Administrator Donahue, City Engineer VanderTop, Public Works Superintendent Meister, and City Clerk Heinecke. Mayor Guenthner and Councilor Lynch were excused. 1. Call to Order / Roll Call Vice Mayor Cossette called the meeting to order at 7:00 pm 2. Pledge of Allegiance 3. Agenda Approval Motion: made by Asleson, seconded by Thomas to approve the agenda as presented. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) 4. Open Forum -None 5. Presentation Liz Johnson, Executive Director, of CROSS (Christians Reaching Out Social Services) presented and annual report with Brian Dejewski of Mobile Hope. 6. Public Hearing — Dust Control Vice Mayor Cossette opened the Dust Control Public Hearing at 7:10 City Engineer VanderTop presented a report on the dust control program. Council reviewed a petition from property owners on Maple Lane asking for removal from the program. Paul Boehmer, 19104 Gleason Rd. How is the cost per property determined? Does it include weekly maintenance? James Tilbury, 22201 Horseshoe Tr. Is Horseshoe Trail indefinitely excluded from the program? Joel Sandstrom, 10643 Maple Ln. "Blessed with black dirt, cursed with clay" Residents can still see the chloride from last year and do not want the product applied this year. Application may not be necessary every year. Dennis Covington, 7131 Old Settlers Rd. Complimented public works on the good job they are doing on Old Settlers Rd. All road maintenance should be part of the overall budget. Thomas /Carolyn Holford, 9220 Foxline Dr. Written communication received by the council. Motion: made by Asleson, seconded by Thomas to close the public hearing. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) Council discussed city contribution amount and impact on property owner assessment. Motion: made by Thomas seconded by Asleson to approve removal of Maple Lane from the dust control program. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) Motion: made by Asleson, seconded by Thomas to table approval of Resolution 2013 -28. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) 7. Consent Agenda a. Draft Minutes of 05/23/2013 TIF Workshop and Council Meeting b. Debit Card Guideline c. St Thomas Temp Gambling Resolution 2013 -26 d. Recognizing Fire Arms Safety Program 2013 -25 e. Approving Tobacco, Beer and Liquor Licenses 2013 -27 City of Corcoran City Council Meeting Minutes June 13, 2013 - 7:00 PM 7b. f. Authorizing Advertisement for 2014 -2015 Gravel Bids Motion: made by Thomas, seconded by Asleson to approve items a, c — f of the consent agenda as presented. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) Council discussed item b. (Debit Card Guideline) Motion: made by Asleson, seconded by Thomas to approve item b of the consent agenda as presented. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) 8. Claims as Presented a. Escrow Claims (Fund #500) Motion: made by Asleson, seconded by Thomas to approve escrow claims as presented. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) b. All Other Financial Claims Motion: made by Asleson, seconded by Thomas to approve all other financial claims as presented. Voting Aye: Asleson, Cossette and Thomas (Motion carried 3:0) 9. Staff Reports / Memos /Commissions a. Metropolitan Council Population Estimate report received, no action required. 10. Planning Business / Landform -None 11. Unfinished Business a. PW Facility 1. Greg Ebert gave the council a verbal report on the facility project. 2. Councilor Asleson discussed the needs for phone and internet service. 3. Ebert Construction Pay Request #6 received. Approved with other financial claims. b. Engineering Items for Discussion. All reports received and discussed with City Engineer VanderTop. All to be revisited with full council present. 1. Stormwater (MS4) Impacts of new permit 2. Lennar Lift Station Location 3. Regional Development Study 4. Water Main and Booster Station Update 5. Lennar costs for 101 and 116 12. New Business -None 13. Unscheduled Items 14. Review of Upcoming Council Meeting Agenda a. 07/13/13 pending council workshop MOTION: made by Asleson, seconded by Thomas to adjourn. Voting Aye: Asleson, Cossette, and Thomas. (Motion carried 3:0) Meeting adjourned at 9:06 pm Jeanie Heinecke — City Clerk FINANCIAL CLAIMS CHECK RANGE 20855 - 20899 Agenda Item: Agenda Item: Agenda Item 7 a -b. Council Meeting Date: 6/27/2013 Prepared By: jheinecke 7a. FUND #500 Escrow Claims Paid to Amount Project name AT &T 740.00 Escrow Refund Landform 58.00 Schmids Hidden Valley 12 -016 Landform 116.00 Lennar Feasability 12 -025 Landform 104.00 Great River Energy 13 -008 Landform 133.00 Construction Science 13 -011 Landform 29.00 Heinz 13 -003 Landform 924.00 Funfar 13 -009 Landform 522.00 Lano Equip 13 -006 Landform 3,730.50 Lennar PUD /EAW 13 -007 Wenck Assoc 145.20 Lano Equip 13 -006 Wenck Assoc 5,145.30 Lennar Feasability 12 -025 Wenck Assoc 5,970.40 Lennar PUD /EAW 13 -007 Total 7b. 17,617.40 Total Fund #500 (See attached Check Detail Register) ALL OTHER FINANCIAL CLAIMS (See attached Check Detail Register) TOTAL AUTO DEDUCTIONS TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements Date Paid to Amount 6/13/13 Net Payroll PR12 31,484.12 6/13/13 Payroll Taxes 12,370.70 6/13/13 Paychex Fee 267.58 6/17/13 PERA 8,096.96 6/17/13 Citi Street - 457 Deferred Comp 1,544.54 6/17/13 Citi Street - Health Care Savings 2,923.15 6/18/13 US Bank -II 5 A 1,255.39 Total 57,942.44 * Amount not reflected in Cash Balances Report $ 1,025,900.35 $ 17,617.40 $ 242,630.14 $ 57,942,44 $ 318,189.98 H: \City Hat Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Information \Council Claims \2013 Claims Cash GENERAL FUND RESERVES DONATION FUND POLICE DONATION FUND FIREARMS SAFETY DWI FORFEITURE FUND DRUG FORFEITURE FUND TRUCK SAFETY ASPHALT MAINTENANCE POLICE CAPITAL FUND D /S- EQUIPMENT CERTS CO. RD. 19 IMPROVEMENT 2012B PUBLIC WORKS BOND D/S CITY OF CORCORAN CASH BALANCE REPORT JUNE 21, 2013 TAX INCREMENT FINANCING G 100 -10100 (491,258.90) G 201 - 10100 12,273.14 0202 -10100 1,600.68 G 204 -10100 (1,167.50) G 205 - 10100 13,374.73 G 206- 10100 1,168.21 G 207 -10100 5,573.59' G 305 - 10100 71,428.451 G 308 -10100 10,274.50 G 309 -10100 (20,926.77) G 310 -10100 (2,356.76)! G 311 -10100 0.00' G 401 -10100 1,588,811 28 INFRASTRUCTURE PLANNING G 402 -10100 (0.25)! FACILITY EXPANSION D/S G 407 -10100 (34,772.33) PW CAPITAL FUND G 410 - 10100 4.32' PUBLIC WORKS FACILITY G 411- 10100 3,414,921.10? PARK CAPITAL FUND- DEDICATION G 415- 10100 332,172.56' CAPITAL- EQUIPMENT CERTS G 416 -10100 56,363.46 SHANNON LANE G 417 -10100 (0.25) ESCROW HOLDING FUND G 500 -10100 24,715.16 CIVIC ORGANIZATIONS G 501 -10100 6,000.09 INVESTMENT CONTROL G 999 -10100 939.38! Total Cash 4,989,137.89` Farmers Savings Acct PARK CAPITAL FUND - MEMORIAL ;G 415 -10102 136, 313.98' 26,209.98 1,868.48'; 13,301.63 11,630.88 1,168.12 3,346.29 71,423.30: 62,926.44 79,388.50: 134,088.12' 0.00 (627.58) (15,680.74); 4.23 0.00+ 332,238.56 (325,178.88) 26,724.31 6,000.09, 0.00 3,348,677.60 Change in Market Value GENERAL FUND G 100 -10105 10,674.51 11,722.561 (2,415.42) Grand Total 4,997,396.98 6,168.30 3, 366, 568.46 np 10100 Farmers State Bank d Pai Chk# 0208556/27/2013 A -1 OUTDOOR POWER INC E 100 - 43100 -210 Operating Supplies (GENERAL) Total A -1 OUTDOOR POWER INC CORCORAN, MN *Check Detail Register@ June 2013 Check Amt Invoice Comment 04,9. ..39,WOVAiOAA,Medrbode $5.96 317701 $5.96 Paid Chk# 020856' 6/27/2013 ABDO, EICK & MEYERS, LLP E 100- 41540 -300 Professional Srvs (GENERAL) $4,770.00 312884 Total ABDO, EICK & MEYERS, LLP $4,770.00 Paid Chk# 020857 6/27/2013 AT & T G 500 -20270 AT &T 11 -002 G 500 -20274 AT & T 11 -003 Total AT & T d Paihk# 020858 6/27/2013 —BEAUDRY OIL COMPANY E 100 - 42100 -212 E 100 - 42100 -212 E 100- 43100 -212 E 100 - 42100 -212 E 100 - 43100 -212 E 100-43100-212 E 100 - 43100 -212 E 100 - 42100 -212 E 100 - 43100 -212 E 100- 42100 -212 E 100- 43100 -212 Paid Chk# 020859 E 100 - 42100 -210 Motor Fuels Motor Fuels Motor Fuels Motor Fuels Motor Fuels Motor Fuels Motor Fuels Motor Fuels Motor Fuels Motor Fuels Motor Fuels Total BEAUDRY OIL COMPANY 6/27/2013 CARDIAC SCIENCE Operating Supplies (GENERAL) Total CARDIAC SCIENCE CORP $370.00 REFUND $370.00 REFUND $740.00 $1,264.84 $1,183.51 $1,284.12 $386.88 $982.70 $1,734.68 $1,158.85 $1,675.71 $679.20 $939.13 $1,108.25 $12,397.87 CORP SUPPLIES 2012 AUDIT ESCROW REFUND 11 -002 ESCROW REFUND 11 -003 782309 SQUAD FUEL 782385 SQUAD FUEL 782386 DIESEL FUEL 782467 SQUAD FUEL 782468 DIESEL FUEL 783080 DIESEL FUEL 783145 DIESEL FUEL 783387 SQUAD FUEL 783388 DIESEL FUEL 784181 SQUAD FUEL 784182 DIESEL FUEL $313.00 1575243 $313.00 Paid Chk# 020860 6/27/2013 CARROLL COUNTY STATE BANK E 407 - 47000 -600 Debt Sry Principal (GENERAL) E 407- 47000 -610 Interest Total CARROLL COUNTY STATE BANK Paid Chk# 020861 6/27/2013 CASH E 204 - 42100 -210 E 100- 42100 -200 E 100- 42100 -200 E 100 - 41951 -207 E 100 - 42100 -212 Operating Supplies (GENERAL) Office Supplies (GENERAL) Office Supplies (GENERAL) Computer Supplies Motor Fuels Total CASH $19,000.00 200408/13 $1,716.00 200408/13 $20,716.00 $24.00 $0.49 $0.49 $11.57 $5.00 $41.55 061913 061913 061913 061913 061913 Paid Chk# "-020862mW 6/27/2013 CENTERPOINT ENERGY HOUSTON E 100- 45200 -380 Utility & Services (GENERAL) $24.20 052913 E 100 - 41941 -380 Utility & Services (GENERAL) $34.83 052913 06/20/13 3:39 PM Page 1 REPLACEMENT DEFIB BATTERY /PADS Principal Payment Interest Payment FAS SUPPLIES BAIL MONEY ORDER BAIL MONEY ORDER IT CABLE PARKING NATURAL GAS NATURAL GAS 'ociNA Wav CORCORAN, MN *Check Detail Register© June 2013 Check Amt Invoice Commen avows wist'iwa41110111/04144/ Witv,11041111rwrWitaviiiivtaltat,e341:41104.464444.146wva Total CENTERPOINT ENERGY HOUSTON $59.03 Paid Chk# 020863 6/27/2013 CINTAS - 470 E 100-42100-223 E 100-41941-210 E 100-43100-210 E 100-43100-417 E 100-42100-223 E 100-41941-210 E 100-43100-417 E 100-42100-223 E 100-41941-400 Building Repair Supplies Operating Supplies (GENERAL) Operating Supplies (GENERAL) Uniforms Building Repair Supplies Operating Supplies (GENERAL) Uniforms Building Repair Supplies Repairs & Maint Cont (GENERAL Total CINTAS - 470 Paid Chk# 020864 6/27/2013 COMCAST-INTERNET E 100-41941-321 E 100-42100-321 Telephone Telephone Total COMCAST-INTERNET 06/20/13 3:39 PM Page 2 1111/41(11101i.ii itLi110/1411100411,140.LoV411661, 4.004avkii 1 41 $33.09 470251736 $41.52 470251737 $31.42 470251738 $88.06 470251739 $33.09 470254855 $41.52 470254856 $95.86 470254857 $545.94 613381 $1,368.86 754023096 $2,279.36 $63.71 060513 $63.70 060513 $127.41 Paid Chk# 020865 6/27/2013 COORDINATED BUSINESS SYSTEMS E 100-42100-200 Office Supplies (GENERAL) Total COORDINATED BUSINESS SYSTEMS Paid Chk# 020866 6/27/2013 DIAMOND MOWERS E 100-43100-225 Landscape/Ditch Materials Total DIAMOND MOWERS FLOOR MATS City Hall Scraper Mat PW Towels PW Uniforms FLOOR MATS City Hall Scraper Mat PW Uniforms CARPET,TILE, CHAIRS CLEANED CARPET CLEANING CITY HALL INTERNET PD INTERNET $123.75 CB1N121872 Copier #2050 $123.75 $441.37 77039 $441.37 Paid Chk# 6E667—'16/27/2013 FRANCOTYP-POSTALIA INC. E 100-41941-201 Postage/Shipping E 100-41941-201 Postage/Shipping Total FRANCOTYP-POSTALIA INC. Paid Chk# 020868 E 100-42100-130 Paid Chk# 020869 E 100-41941-200 Paid Chk# 020870 E 100-42200-300 E 100-42200-300 Paid Chk# 020871 E 100-42100-131 E 100-42102-131 E 100-41400-131 6/27/2013 GORMLEY, SEAN Employer Paid FSA Total GORMLEY, SEAN 6/27/2013 GRAINGER Office Supplies (GENERAL) Total GRAINGER 6/27/2013 HANOVER, CITY OF Professional Srvs (GENERAL) Professional Srvs (GENERAL) Total HANOVER, CITY OF 6/27/2013 HEALTH PARTNERS Employer Paid Health Employer Paid Health Employer Paid Health PARTS $16.09 R1101566737 POSTAGE SCALE LEASE $118.91 R1101567630 POSTAGE MACHINE LEASE $135.00 $333.00 FSA 2013 2013 FSA REIMB $333.00 $160.51 9156748049 CC COFFEE URN $160.51 $11,644.25 061013 $11,644.25 061013 $23,288.50 $132.52 43693379 $102.23 43693379 $34.99 43693379 1ST QTR 2013 2ND QTR 2013 EMPLOYER PAID HEALTH EMPLOYER PAID HEALTH EMPLOYER PAID HEALTH m:4'4: ears, E 100 - 41300 -131 E 100 - 43100 -131 Paid Chk# 020872— E 100 - 42100 -323 E 100 - 43100 -210 CORCORAN, MN 06/20/13 3:39 PM Page 3 *Check Detail Register© use,. }:fiV^le Employer Paid Health Employer Paid Health Total HEALTH PARTNERS 6/27/2013 HENN CO INFO TECH Radio Units Operating Supplies (GENERAL) Total HENN CO INFO TECH June 2013 Check Amt Invoice m!V Commen yam, ti 8 kw ,,s4.44l £dM(oA 1000, $62.54 43693379 $125.08 43693379 $457.36 $888.90 130538007 $111.30 130538095 $1,000.20 Paid Chk# 020873 —6 /227/2013» HENN G6TAXPAYER SERVICES w Na -- -j E 100 - 41910 -210 Operating Supplies (GENERAL) E 100 - 41910 -210 Operating Supplies (GENERAL) Total HENN CO TAXPAYER SERVICES $25.00 2013 -19 $100.00 2013 -32 $125.00 Paid Chk# 020874 6/27/2013 HENNEPIN TECHNICAL COLLEGE E 100 - 42100 -208 Training and Instruction E 100 - 42100 -208 Training and Instruction E 100 - 42100 -208 Training and Instruction Total HENNEPIN TECHNICAL COLLEGE $195.00 11168 $195.00 11168 $195.00 11168 $585.00 Paid Chk# 020875 6/27/2013 JOHN DEERE LANDSCAPES E 100 - 41941 -210 Operating Supplies (GENERAL) $162.96 64876670 Total JOHN DEERE LANDSCAPES $162.96 Paid Chk# 020876 6/27/2013 LANDFORM E 100 - 41910 -300 Professional Srvs (GENERAL) G 500 -20294 Schmids Hidden Valley 2nd 12 -0 G 500 -20300 Lennar Family of Builders G 500 -20309 Great River Energy E 100 - 41910 -300 Professional Srvs (GENERAL) G 500 -20311 Construction Science Site Plan G 500 -20304 G 500 -20310 G 500 -20313 G 500 -20308 Brent Heinz Funfar CUP Lano Equip Lennar PUD /EAW Total LANDFORM Paid Chk# 020877 6/27/2013 MCFOA E 100 - 41400 -433 Dues and Memberships Total MCFOA $29.00 $58.00 $116.00 $104.00 $4,090.02 $133.00 $29.00 $924.00 $522.00 $3,730.50 $9,735.52 Paid Chk# 020878 6/27/2013 MENARDS MAPLE GROVE E 100 - 43100 -210 Operating Supplies (GENERAL) Total MENARDS MAPLE GROVE 21459 21459 21459 21460 21460 21460 21460 21460 21460 21460 EMPLOYER PAID HEALTH EMPLOYER PAID HEALTH RADIO USER FEE RADIO ADMIN FEE LABELS LABELS GORMLEY M -STEP HAMILTON M -STEP BURNS M -STEP IRRIGATION PARTS PUBLIC WORKS FACILITY PLANNING PLANNING PLANNING GENERAL PLANNING PLANNING PLANNING PLANNING PLANNING PLANNING $35.00 HEINECKE 20 DUES $35.00 $89.38 18149 $89.38 Paid Chk# 020879 6/27/2013 METRO WEST INSPECTION SERVICES E 100 - 42400 -300 Professional Srvs (GENERAL) otal METRO WEST INSPECTION SERVICES $780.88 061313 $780.88 SUPPLIES MAY 2013 04400.44 7 wither Paid Chk# 020880 6/27/2013 MIKES F CORCORAN, MN *Check Detail Register© X IT June 2013 Check Amt Invoice Comment V“, grA;p4kWatbAkVO4,00:01 \ffitbnek*WilenAtfotAMA'0140 Wit\AAMMA* E 100-42100-220 Repair/Maint Supply (GENERAL) $600.00 4444 Total MIKES FIX IT $600.00 Paid Chk# 020881 6/27/2013 MOTOROLA SOLUTIONS INC E 416-42100-210 Operating Supplies (GENERAL) $6,824.80 13960817 Total MOTOROLA SOLUTIONS INC $6,824.80 Paid 'Chk# 020882 6/27/2013 NAPA AUTO PARTS - CORCORAN E 100-42100-220 Repair/Maint Supply (GENERAL) $44.82 896624 Total NAPA AUTO PARTS - CORCORAN $44.82 Paid Chk# 020883 6/27/2013 NEIL NELSON & ASSOCIATES E 100-42100-208 Training and Instruction $302.78 294 Total NEIL NELSON & ASSOCIATES $302.78 Paid Chk# 6/27/2013 NORTHLAND SECURITIES INC E 100-41900-300 Professional Srvs (GENERAL) Total NORTHLAND SECURITIES INC $640.00 3266 $640.00 Paid Chk# 020885 6/27/2013 NORTHLAND TRUST SERVICES E 309-47000-610 E 309-47000-610 Total Interest Interest NORTHLAND TRUST SERVICES SQUAD REPAIR-BRAKES 06/20/13 3:39 PM Page 4 rinik,Siviereffie REPLACEMENT PORTABLE RADIO PLAN BATTERY CHARGER REPAIR $3,105.00 2010A 08/13 $3,105.00 2010A 08/13 $6,210.00 WARREN,HUNTER,HOCHSTETLER FINANCIAL PLANNING UTILITY IMPROV BOND INTEREST BANKWEST BOND INTEREST FSB Paid ohar1088r 6/27/2013 NORTHLAND TRUST SERVICES E 311-43100-610 Interest $74,165.63 2012B 08/13 BOND INTEREST Total NORTHLAND TRUST SERVICES $74,165.63 Paid Chk# 020887 E 100-41130-351 E 100-42100-200 E 100-41941-200 Paid Chk# 020888 E 100-41130-351 Paid Chk# 020889 E 100-42200-300 E 100-42200-300 Paid Chk# 020890 E 100-45200-221 E 100-45200-221 6/27/2013 OFFICE DEPOT Newsletter Expenses Office Supplies (GENERAL) Office Supplies (GENERAL) Total OFFICE DEPOT 6/27/20-13 POSTMASTER Newsletter Expenses Total POSTMASTER 6/27/2013 ROGERS, CITY OF Professional Srvs (GENERAL) Professional Srvs (GENERAL) Total ROGERS, CITY OF 6/27/2013 SCHARBER & SONS Maintenance Projects Maintenance Projects Total SCHARBER & SONS $43.13 662780009001 GENERAL SUPPLIES $13.38 662780009001 GENERAL SUPPLIES 550.02 662780009001 GENERAL SUPPLIES $106.53 $800.00 061913 $800.00 519,625.75 5041 $8,986.30 5041 528,612.05 $696.50 P11306 $2,013.02 P11952 $2,709.52 SUMMER NEWSLETTER 2ND QTR CONTRACT AMENDED PARTS PARTS tWaYwh1,10,' A Paid Chk# 020891 CORCORAN, MN *Check Detail Register© June 2013 Check Amt Invoice kitek 6/27/2013 SUBURBAN WHOLESALE TIRE E 100 - 43100 -220 Repair /Maint Supply (GENERAL) Total SUBURBAN WHOLESALE TIRE Paid Chk# 020892w 6/27/2013 — TEGRETB -u..,. E 100 -41941 -400 Repairs & Maint Cont (GENERAL Total TEGRETE $384.71 10118179 $384.71 $380.48 44970 $380.48 ��,N.Chk...0089..,.,...,.6./.27 2013..,..,..7 G___ AND ............. Paid Chk# 020893 6/27/2013 TOLL GAS AND WELDING SUPPLY E 100- 43100 -210 Operating Supplies (GENERAL) ($46.44) 19902 E 100 - 43100 -210 Operating Supplies (GENERAL) $138.94 19906 Total TOLL GAS AND WELDING SUPPLY $92.50 Paid Chk# 020894 6/27/2013 TOTAL PRINTING SERVICES E 100 - 42100 -200 Office Supplies (GENERAL) $133.59 9350 Total TOTAL PRINTING SERVICES $133.59 -Paid C.:, k.,.,.,.„.2095..,_ w,,..,.627/2WE, WENCK ASSOCIATES,.._ Paid Chk# 020895 6/27/2013 WENCK ASSOCIATES, INC. G 500 -20313 Lano Equip E 100- 43170 -300 E 100- 43170 -300 E 100 -43170 -300 E 100 - 43170 -300 E 100- 43170 -300 E 100- 43170 -300 E 100 -43170 -300 E 100 - 43170 -300 E 401 -41900 -300 E 100 - 43170 -300 Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) Professional Srvs (GENERAL) G 500 -20300 Lennar Family of Builders G 500 -20308 Lennar PUD /EAW Total WENCK ASSOCIATES, INC. $145.20 $121.00 $2,092.80 $5,459.00 $715.70 $568.00 $338.80 $181.50 $544.00 $31,021.78 $5,523.83 $5,145.30 $5,970.40 $57,827.31 1302099 1302099 1302099 1302099 1302099 1302099 1302099 1302099 1302099 1302100 1302101 1302102 1302104 Paid Chk# 020896 6/27/2013 WESTSIDE WHOLESALE TIRE E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $20.00 702791 E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $173.92 703066 Total WESTSIDE WHOLESALE TIRE $193.92 . m.., a-..,...».. �a�,.,..,.,..-.,......,,.....,,.....». o.,......_ WILLMAR WATER .,.,.ATER.. &S- .,w.P._..... ,..,_..._. - . Paid Chk# 020897 6/27/2013 PAS E 100 - 41941 -210 Operating Supplies (GENERAL) $49.60 60113 Total WILLMAR WATER & SPAS $49.60 Paid Chk# 020898 6/227/2013 WRIGHT HENNEPIN ELECTRIC E 100- 41941 -380 E 100- 45200 -380 E 100 -43100 -381 E 100 -43100 -381 E 100 - 43100 -381 Utility & Services (GENERAL) Utility & Services (GENERAL) Street/Signal Lights Street/Signal Lights Street/Signal Lights $20.42 060913 $11.10 060913 $23.01 060913 $23.01 060913 $23.01 060913 Commen '44:.'0,1,064%/44,+1404 $ TIRES MONTHLY CLEANING CYLINDER CREDIT CYLINDER LETTERHEAD ENGINEERING SWIFT GRADING PAVEMENT MANAGEMENT /CIP MNDOT STATE AID STORMWATER /WCA COMP PLAN MEETINGS /ADMIN RESIDENT GENERAL ENGINEERING PUBLIC WORKS FACILITY ENGINEERING ENGINEERING REPAIR PACKER TIRE PACKER TIRE OFFICE WATER SCHOOL PROPERTY 8200 COUNTY RD 116 Co Rd 10 & 50: 7700 Co Rd 10 & Stanchion: 7600 Co Rd 10 & St Thomas: 7500 06/20/13 3:39 PM Page 5 E 100- 43100 -381 E 100 - 43100 -381 E 100 - 41941 -380 E 100 - 42100 -380 E 100 - 42100 -380 E 100- 45200 -380 E 100 -43100 -380 E 100 - 43100 -381 E 100 - 45200 -380 E 100 - 42100 -380 CORCORAN, MN *Check Detail Register© 'V a#,', 9d4Aaa$M Street/Signal Lights Street/Signal Lights Utility & Services (GENERAL) Utility & Services (GENERAL) Utility & Services (GENERAL) Utility & Services (GENERAL) Utility & Services (GENERAL) Street/Signal Lights Utility & Services (GENERAL) Utility & Services (GENERAL) Total WRIGHT HENNEPIN ELECTRIC Paid Chk# 020899 6/27/2013 XCEL ENERGY E 100 - 43100 -381 Street/Signal Lights Total XCEL ENERGY Fund Summary June 2013 Check Amt Invoice $23.01 060913 $13.33 060913 $748.50 060913 $9.58 060913 $9.70 060913 $113.50 060913 $160.46 060913 $38.71 060913 $13.33 060913 $8.85 060913 $1,239.52 $26.17 060313 $26.17 10100 Farmers State Bank $260,247.54 10100 Farmers State Bank 100 GENERAL FUND 204 FIREARMS SAFETY 309 D /S- EQUIPMENT CERTS 311 2012B PUBLIC WORKS BOND D/S 401 TAX INCREMENT FINANCING 407 FACILITY EXPANSION D/S 416 CAPITAL - EQUIPMENT CERTS 500 ESCROW HOLDING FUND $103,667.93 $24.00 $6,210.00 $74,165.63 $31,021.78 $20,716.00 $6,824.80 $17,617.40 $260,247.54 Comment a� rW(•de irN«; 's4v,tb4!°i: „.N Co Rd 10 & Treptaus: 7400 Co Rd 10 & Maple Hill: 7300 8200 COUNTY RD 116 SIREN MAPLE HILL CIVIL DEFENSE SIREN BALL PARK PUBLIC WORKS CTY RD 10 /CTY RD 116 SIGNAL 75TH AVE & HWY 116 6510 CTY RD 116 /SIREN 150 -1680 Street Lighting 06/20/13 3:39 PM Page 6 Name City of Corcoran Consultant Summary 6/27/2013 Invoice Date Check # Amount Due Abdo, Eick & Meyers LLP 06/11/13 20856 4,770.00 Landform 06/17/13 20876 9,735.52 Metro West Inspection Service 06/13/13 20879 780.88 Northland Securities 06/13/13 20884 640.00 Wenck Associates 06/20/13 20895 57,827.31 Total 73,753.71 H: \City Hall Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Information \Council Claims\2013 Claims ABDO, EICK & MEYERS, LLP Please remit payments to: P.O. Box 3166 Mankato, MN 56002 -3166 Billing Questions: 952.715.3030 507.625.2727 EXT 3030 Questions@aemcpas.com Fax 507.388.9139 or 952.835.3261 CITY OF CORCORAN 8200 CTY RD 116 CORCORAN, MN 55340 Invoice No 312884 Date 06/11/2013 Client No. 41390 CERTIFIED AUDIT SERVICES PER AGREEMENT FOR THE YEAR ENDED 12/31/2012 $ 17,175.00 REVIEW OF TRANSACTIONS AND PREPARATION OF THE OFFICE OF THE STATE AUDITOR CITY FINANCIAL REPORTING FORM 595.00 PROGRESS APPLIED (13,000.00) CURRENT AMOUNT DUE $ Please provide the following information to pay by credit card: Payment Amount: $ I would like a receipt sent to me: E -Mail Mail E -Mail Address: Member Signature: Date: Card Number: Exp Date: Card Code: (A FINANCE CHARGE computed at 12% ANNUAL PERCENTAGE RATE will be added to any balance remaining 30 days after receipt of invoice) 41390 City of Corcoran 8200 County Road 116 Corcoran, MN 55340 • • L A N D F O R M • • Fm•m SiCe to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Web: Sandfurm.ne • • Ter: 612-252-9070 INVOICE No. 21459 06/17/2013 Corcoran Planning Services:General COR12010.GEN Contract/P0#' For Services Rendered Through 5/31/2013 .010 - Public Works Building PP /FP /SP (city file 12.010)? 30 - Review Application, Professional Services Employee Lindahl, Kendra S Hours Rate Amount .25 116.00 $29.00 Total Professional Services for 30 $29.00 Total Charges for 30 - Review Application $29.00 Total Charges for .010 - Public Works Building PP /FP /SP (city file 12 -010) .016 - Schmid Hidden Valley 2nd Addition - Topo/Wetland Waiver, PP and FP (City File 12 -016) 30 - Review Application Professional Services Employee Hours $29.00 Rate Amount Lindahl, Kendra S Total Professional Services for 30 .50 116.00 $58.00 $58.00 Total Charges for 30 - Review Application $58.00 , / $58.00 PC Total Charges for .016 - Schmid Hidden Valley 2nd Addition - Topo/Wetland Waiver, PP and FP (City File 12 -016) .025 - Lennar Feasibility Study (city file 12 -025) 60 - City Meeting Professional Services Employee Hours Rate Amount Lindahl, Kendra S 1.00 116.00 $116.00 Page 1 of 2 Bill Review Report - Landform Professional Services, LLC As of Friday, May 31, 2013 Project COR12010.GEN Corcoran Planning Services:General Client City of Corcoran 8200 County Road 116 Corcoran MN, 55340 Billing Description P.O. # Prin. Lazan Darren B P.M. Lindahl, Kendra S Rate Schedule 2013 Corcoran City Rates Unbilled Detail CO R 12010. G E N- .010 -30 Review Application Lindahl, Kendra S Principal questions about plat /easement on final plat COR12010.GEN- .016 -30 Review Application Lindahl, Kendra S Principal review revised plans from surveyor and respond COR12010.GEN- .025 -60 City Meeting Lindahl, Kendra S hackamore meeting with medina Labor Labor Labor Principal Date 5/8/2013 Total Labor 5/8/2013 Total Labor 5/8/2013 Total Labor Hrs /Units Rate Markup 0.25 116.00 0.25 0.50 116.00 0.50 1.00 116.00 1.00 Hold Charge 0.00 29.00 0.00 29.00 0.00 29.00 0.00 58.00 0.00 58.00 0.00 58.00 0.00 116.00 0.00 116.00 0.00 116.00 6/17/2013 10:48:20 AM 1 of 1 City of Corcoran 8200 County Road 116 Corcoran, MN 55340 • • • L A N From Site to Finish • D F O R M • • • • 105 5oi. 1el: 612-252 -9070 Suite 513 Fax: 612 - 252 - 901/ tAinneapoliy, MN 55401 Web: la ndform. n et INVOICE . 21460 06/17/2013 Corcoran Planning Services COR13011.GEN Contract/PO #. For Services Rendered Through 5/31 /2013 .003 - Heinz Second Addition PP and FP (city file 13 -003) 30 - Review Application Professional Services Employee Lindahl, Kendra S Hours Rate Amount .25 116.00 $29.00 Total Professional Services for 30 Total Charges for 30 - Review Application Total Charges for .003 - Heinz Second Addition PP and FP (city file 13 -003) .006 - Lano Equipment SPA at 23580 Hwy 55 (city file 13 -006) 30 - Review Application Professional Services Employee Lindahl, Kendra S 90 - Reports /Presentation Professional Services Employee Total Professional Services for 30 $29.00 $29.00 �f, $29.00 WV Hours Rate Amount .50 116.00 $58.00 $58.00 Total Charges for 30 - Review Application $58.00 Hours Lindahl, Kendra S 4.00 Total Professional Services for 90 Rate Amount 116.00 $464.00 $464.00 Total Charges for 90 - Reports /Presentation $464.00 Project CORI3011.GEN Corcoran Planning Services Total Charges for .006 - Lano Equipment SPA at 23580 Hwy 55 (city file 13 -006) .007 - Lennar PUD Sketch Plan and EAW 30 - Review Application Professional Services Employee Lindahl, Kendra S 60 - City Meeting Professional Services Employee Lindahl, Kendra S Total Professional Services for 30 21460 $522.00 Hours Rate Amount 3.00 116.00 $348.00 $348.00 Total Charges for 30 - Review Application $348.00 Hours 61. - Meeting with Applicant Professional Services Employee Lindahl, Kendra S 2.00 Total Professional Services for 60 Rate Amount 116.00 $232.00 $232.00 Total Charges for 60 - City Meeting $232.00 Hours 90 - Reports /Presentation Professional Services 1.00 Total Professional Services for 61 Rate Amount 116.00 $116.00 $116.00 Total Charges for 61 - Meeting with Applicant $116.00 Employee Hours Rate Amount Kinney, Tracey Rae 33.50 75.00 $2,512.50 Lindahl, Kendra S 4.50 116.00 $522.00 $3,034.50 Total Charges for 90 - Reports /Presentation $3,034.50 ,y, , Total Charges for .007 - Lennar PUD Sketch Plan and EAW $3,730.50 'Yi Total Professional Services for 90 .008 - Great River Energy SPA and AP at 7251 CR 116 (city file 13.008) 30 - Review Application Professional Services Employee Hours Rate Amount Lindahl, Kendra S .25 116.00 $29.00 90 - Reports /Presentation Professional Services Employee Total Professional Services for 30 $29.00 Total Charges for 30 - Review Application $29.00 Hours Rate Amount Page 2 of 4 Project COR13011.GEN Corcoran Planning Services Kinney, Tracey Rae Total Professional Services for 90 21460 1.00 75.00 $75.00 $75.00 Total Charges for 90 - Reports /Presentation $75.00 $104.00 Total Charges for .008 - Great River Energy SPA and AP at 7251 CR 116 (city file 13 -008) .009 - Funfar CUP for Accessory Building (city file 13 -009) 30 - Review Application Professional Services Employee Kinney, Tracey Rae Lindahl, Kendra S 90 - Reports /Presentation Professional Services Employee Kinney, Tracey Rae Total Professional Services for 30 Hours Rate Amount 1.00 75.00 $75.00 1.50 116.00 $174.00 $249.00 Total Charges for 30 - Review Application $249.00 Hours 9.00 Rate Amount 75.00 $675.00 $675.00 $675.00 $924.00 Total Professional Services for 90 Total Charges for 90 - Reports /Presentation Total Charges for .009 - Funfar CUP for Accessory Building (city file 13 -009) .011 - Construction Science SPA at 7545 Commerce (city file 13 -011) 30 - Review Application. Professional Services Employee Hours Rate Amount Kinney, Tracey Rae .50 75.00 $37.50 Lindahl, Kendra S .50 116.00 $58.00 90 - Reports /Presentation Professional Services Employee Total Professional Services for 30 $95.50 Total Charges for 30 - Review Application $95.50 Kinney, Tracey Rae Total Professional Services for 90 Hours Rate Amount .50 75.00 $37.50 Total Charges for 90 - Reports /Presentation Total Charges for .011 - Construction Science SPA at 7545 Commerce (city file 13 -011) 90 - City Business Professional Services $37.50 $37.50 $133.00 Page 3 of 4 Project CORI 3011.GEN Corcoran Planning Services Employee Kinney, Tracey Rae Lindahl, Kendra S Total Charges for 90 - City Business Reirnbursables,: Reimbursables Payee Lindahl, Kendra S Lindahl, Kendra S Lindahl, Kendra S Lindahl, Kendra S Total Charges for - Total Professional Services for 21460 Hours Rate Amount 1.00 75.00 $75.00 33.75 116.00 $3,915.00 $3,990.00 Total Charges for $3,990.00 $3,990.00 Invoice Unit Rate Qty Markup Amount 233 .00 22.60 1.00 $22.60 233 .00 33.34 1.00 $33.34 233 .57 35.00 1.00 $19.78 233 .57 43.00 1.00 $24.30 Total Reimbursable for $100.02 Total Charges for $100.02 $100.02 Invoice Amount $9,532.52 Please remit to: Landform, 105 South Fifth Avenue, Suite 513, Minneapolis, MN 55401 Page 4 of 4 Bill Review Report - Landform Professional Services, LLC As of Friday, May 31, 2013 Project COR13011.GEN Corcoran Planning Services Client City of Corcoran 8200 County Road 116 Corcoran MN, 55340 Billing Description P.O. # Prin. Schunicht, Robert G P.M. Lindahl, Kendra S Rate Schedule 2013 Corcoran City Rates Unbilled Detail C O R 13011. G E N- .003 -30 Review Application Lindahl, Kendra S Date Labor Hrs /Units Rate Markup Principal 5/2/2013 0.25 116.00 review materials and respond to applicant Total Labor 0.25 C O R 13011. G E N- .006 -30 Review Application Labor Lindahl, Kendra S Principal 5/2/2013 0.25 116.00 comments from ECWMC Lindahl, Kendra S Principal 5/22/2013 0.25 116.00 review plans and draft complete letter Total Labor 0.50 COR13011.GEN- .006 -90 Reports /Presentation Labor Lindahl, Kendra S Principal 5/29/2013 1.00 116.00 PC report Lindahl, Kendra S Principal 5/30/2013 3.00 116.00 PC report Total Labor 4.00 COR13011.GEN- .007 -30 Review Application Labor Lindahl, Kendra S Principal 5/1/2013 1.00 116.00 review with Kent and send incomplete letter Lindahl, Kendra S Principal 5/2/2013 0.50 116.00 distribution letter /review EAW draft Lindahl, Kendra S Principal 5/6/2013 0.25 116.00 call from neighbor with questions on plan and process Lindahl, Kendra S Principal 5/8/2013 0.25 116.00 comments from the building official Lindahl, Kendra S Principal 5/20/2013 0.50 116.00 review sketch plan Lindahl, Kendra S Principal 5/22/2013 0.50 116.00 review plans with fire chief Hold Charge 0.00 29.00 0.00 29.00 0.00 29.00 0.00 58.00 0.00 29.00 0.00 29.00 0.00 58.00 0.00 464.00 0.00 116.00 0.00 348.00 0.00 464.00 0.00 348.00 0.00 116.00 0.00 58.00 0.00 29.00 0.00 29.00 0.00 58.00 0.00 58.00 6/17/2013 10:51:23 AM 1 of 5 Bill Review Report - Landform Professional Services, LLC As of Friday, May 31, 2013 Total Labor COR13011.GEN- .007 -60 City Meeting 3.00 Labor Lindahl, Kendra S Principal 5/8/2013 2.00 116.00 meeting with kent about next steps/talk to applicant Total Labor 2.00 COR13011.GEN- .007 -61 Meeting with Applicant Labor Lindahl, Kendra S Principal 5/15/2013 1.00 116.00 meeting with applicant Total Labor 1.00 CORI 3011.GEN- .007 -90 Reports /Presentation Labor Kinney, Tracey Rae Planner II 5/1/2013 7.50 75.00 EA W Kinney, Tracey Rae Planner II 5/8/2013 1.00 75.00 GIS Kinney, Tracey Rae Planner II 5/9/2013 0.50 75.00 GIS Kinney, Tracey Rae Planner II 5/13/2013 1.50 75.00 GIS Kinney, Tracey Rae Planner II 5/14/2013 1.00 75.00 EAW Kinney, Tracey Rae Planner 11 5/15/2013 5.00 75.00 Prep and Meeting Kinney, Tracey Rae Planner 11 5/17/2013 4.00 75.00 EAW Data, EAW Coordination, and Incomplete Letter Kinney, Tracey Rae Planner 11 5/20/2013 2.50 75.00 EAW Kinney, Tracey Rae Planner II 5/28/2013 4.00 75.00 EAW Kinney, Tracey Rae Planner 11 5/31/2013 6.50 75.00 EAW Lindahl, Kendra S Principal 5/16/2013 1.00 116.00 parks report Lindahl, Kendra S Principal 5/29/2013 1.00 116.00 PC report Lindahl, Kendra S Principal 5/30/2013 2.50 116.00 PC report Total Labor 38.00 COR13011.GE N- .008 -30 Review Application Labor Lindahl, Kendra S Principal review materials 5/6/2013 0.25 116.00 0.00 348.00 0.00 232.00 0.00 232.00 0.00 232.00 0.00 116.00 0.00 116.00 0.00 116.00 0.00 3,034.50 0.00 562.50 0.00 75.00 0.00 37.50 0.00 112.50 0.00 75.00 0.00 375.00 0.00 300.00 0.00 187.50 0.00 300.00 0.00 487.50 0.00 116.00 0.00 116.00 0.00 290.00 0.00 3,034.50 0.00 29.00 0.00 29.00 6/17/2013 10:51:23 AM 2 of 5 Bill Review Report - Landform Professional Services, LLC As of Friday, May 31, 2013 Total Labor COR13011.GEN- .008 -90 Reports /Presentation 0.25 Labor Kinney, Tracey Rae Planner II 5/6/2013 1.00 75.00 Incomplete Letter Total Labor 1.00 C O R 13011. G E N- .009 -30 Review Application Labor Kinney, Tracey Rae Planner H 5/22/2013 1.00 75.00 Review Lindahl, Kendra S Principal 5/2/2013 0.25 116.00 review notice and materials Lindahl, Kendra S Principal 5/22/2013 0.25 116.00 review for staff report Lindahl, Kendra S Principal 5/23/2013 0.50 116.00 review draft report Lindahl, Kendra S Principal 5/30/2013 0.50 116.00 PC report Total Labor 2.50 COR13011.GEN- .009 -90 Reports /Presentation Labor Kinney, Tracey Rae Planner!! 5/7/2013 0.50 75.00 Incomplete letter. Kinney, Tracey Rae Planner 11 5/22/2013 5.00 75.00 Report and resolution Kinney, Tracey Rae Planner 11 5/23/2013 2.50 75.00 Report and draft resolution Kinney, Tracey Rae Planner II 5/29/2013 0.50 75.00 Report Kinney, Tracey Rae Planner 11 5/30/2013 0.50 75.00 Report and package Total Labor 9.00 CORI 3011.GEN- .011 -30 Review Application Labor Kinney, Tracey Rae Planner 11 5/6/2013 0.50 75.00 Review application Lindahl, Kendra S Principal 5/7/2013 0.25 116.00 review plans Lindahl, Kendra S Principal 5/22/2013 0.25 116.00 review plans Total Labor 1.00 COR13011.GEN- .011 -90 Reports /Presentation Labor Kinney, Tracey Rae Planner 11 5/6/2013 0.50 75.00 0.00 29.00 0.00 75.00 0.00 75.00 0.00 75.00 0.00 249.00 0.00 75.00 0.00 29.00 0.00 29.00 0.00 58.00 0.00 58.00 0.00 249.00 0.00 675.00 0.00 37.50 0.00 375.00 0.00 187.50 0.00 37.50 0.00 37.50 0.00 675.00 0.00 95.50 0.00 37.50 0.00 29.00 0.00 29.00 0.00 95.50 0.00 37.50 0.00 37.50 6/17/2013 10:51:23 AM 3 of 5 Bill Review Report - Landform Professional Services, LLC As of Friday, May 31, 2013 Incomplete letter Total Labor CORI 3011.GEN -90 City Business 0.50 Labor Kinney, Tracey Rae Planner II 5/16/2013 0.50 75.00 Northern Natural Gas Meter Correspondence Kinney, Tracey Rae Planner II 5/24/2013 0.50 75.00 Northern Natural Gas Meter Correspondence Lindahl, Kendra S Principal 5/1/2013 4.00 116.00 office hours Lindahl, Kendra S Principal 5/2/2013 1.25 116.00 zoning calls Lindahl, Kendra S Principal 5/6/2013 1.00 116.00 zoning calls / emails Lindahl, Kendra S Principal 5/7/2013 1.00 116.00 calls /emails Lindahl, Kendra S Principal 5/8/2013 2.50 116.00 calls/emails/office hours Lindahl, Kendra S Principal 5/13/2013 1.00 116.00 drc agenda/calls Lindahl, Kendra S Principal 5/15/2013 5.00 116.00 office hours /calls and emails Lindahl, Kendra S Principal 5/16/2013 1.00 116.00 calls/emails/parks packet and council packet (non - project related) Lindahl, Kendra S Principal 5/17/2013 1.00 116.00 calls /emails Lindahl, Kendra S Principal 5/20/2013 1.00 116.00 calls /emails Lindahl, Kendra S Principal 5/21/2013 1.00 116.00 calls/emails Lindahl, Kendra S Principal 5/22/2013 5.00 116.00 Office hours Lindahl, Kendra S Principal 5/23/2013 2.00 116.00 email /calls Lindahl, Kendra S Principal 5/24/2013 2.00 116.00 calls/emails Lindahl, Kendra S Principal 5/28/2013 1.00 116.00 calls /emails Lindahl, Kendra S Principal 5/29/2013 3.00 116.00 office hours Lindahl, Kendra S Principal 5/30/2013 1.00 116.00 calls /emails Total Labor 34.75 0.00 37.50 0.00 3,990.00 0.00 37.50 0.00 37.50 0.00 464.00 0.00 145.00 0.00 116.00 0.00 116.00 0.00 290.00 0.00 116.00 0.00 580.00 0.00 116.00 0.00 116.00 0.00 116.00 0.00 116.00 0.00 580.00 0.00 232.00 0.00 232.00 0.00 116.00 0.00 348.00 0.00 116.00 0.00 3,990.00 6/17/2013 10:51:23 AM 4 of 5 Bill Review Report - Landform Professional Services, LLC As of Friday, May 31, 2013 COR13011.GEN -99 City Expenses 0.00 101.02 Other Direct Charges Exp Code: Reimb Project Mileage 78.00 0.00 44.08 Lindahl, Kendra S 5/1/2013 35.00 0.57 1.00 0.00 19.78 office hours Lindahl, Kendra S 5/22/2013 43.00 0.57 1.00 0.00 24.30 corcoran office hours Exp Code: Company Car Mileage 55.94 0.00 55.94 Lindahl, Kendra S 5/8/2013 10.74 0.00 1.00 0.00 10.74 corcoran office hours Lindahl, Kendra S 5/15/2013 22.60 0.00 1.00 0.00 22.60 corcoran office hours Lindahl, Kendra S 5/29/2013 22.60 0.00 1.00 0.00 22.60 office hours Exp Code: Color Copies 8 X 11 1.00 0.00 1.00 Landform Professional Services, LLC 5/31/2013 1.00 1.00 1.00 0.00 1.00 Color Copy: 5.6.13 Letter Total Other Direct Charges 134.94 0.00 101.02 6/17/2013 10:51:23 AM 5 of 5 ME O T INSPECTION SERVICES, INC.' BOX 248 LORETTO, MN 55357 PH, 763479-1720 FAX 763479 -3090 DATE June 13, 2013 NUMBER CITY OF CORCORAN TERMS: DATE PLEASE DETACH AND RETURN WITH YOUR REMITTANCE CHARGES AND CREDITS BALANCE 2012 -100 165 206 2013 -17 25 27 31 36 48 52 60 BALANCE FORWARD 21033 Horseshoe 31 7780 Corcoran Trl 127 22720 Strehler 63 6650 Trail 213 7020 CR 19 17 23400 CR 10 175 10895 Bechtold 26 20030 Abilene 31 6501 Willow 31 19820 Jackie 31 9019 Foxline 31 50 48 00 16 50 99 25 50 50 50 50 244,]2 INVOICE TOTAL: 780 88 METRSERVICES,SINCCTION Thank You I N 7 IS COLUMN Northland Securities, Inc. 45 South 7th Street Suite 2000 51 nnedpol. i, MN 55402 -1625 Voice Vax: 015 0 611: SOT 5951 NORTHLAND Sold To: CITY OF CORCORAN DAN DONAHUE, ADMINISTRATOR CITY HALL -8200 CO. ROAD 116 CORCORAN, MN 55340 -2100 Customer PO Payment Terms nancial. Planning Net 30 Days SECURITIES Invoice Invoice Number: 3266 Invoice Date: 6/13/13 Page: 1 Sales Rep ID Due Date 7/13/13 Description vices related to preparing for and attending May 23rd City Council please see attached detail. Check No: Amount 640.00 Subtotal Sales Tax Total Invoice Amount Payment Received TOTAL 640.00 640.00 Northland Securities, Inc. 45 South 7th Street, Suite 2000, Minneapolis, MN 55402 mil Free 1- 800 - 851 -2920 Maki 612 - 851 -5900 Fax 612 -851 -5987 www.northlandsecurities.com Member 05RA and 51 PC NORTI[LAND STRATEGIES peciol Projects Group INVOICE SUPPLEMENT Client: Project: Contact: City of Corcoran Financial Planning for Utility Improvements Dan Donahue City Administrator City of Corcoran 8200 County Road 116 Corcoran, Minnesota 55340 Billing Period: May 2013 Services Performed • Prepare for and attend May 23 City Council meeting Staff Time Expenses Total This Periot Project Summary Northland Secu Position Senior Professional Professional Support Total Staff Mileage Printing Other (adjustment to stay within budget) Total Expenses Total Budget Billed This Period Billed Previous Budget Remaining es, Inc. Hours 4.00 4.00 Rate $160 $135 $105 Billable $640.00 $0.00 $0.00 $640.00 $0.00 $0.00 $0.00 $0.00 640,00 $ 8,160.00 ($640.00) ($560.00) $ 6,960.00 Page 2 of 2 Wenck Engineers • Scientists Business Professionals June 20, 2013 Mr. Dan Donahue City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Dan: Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472 -2232 (763) 479 -4200 Fax (763)479 -4242 wenckmp @wenck.com www.wenck.com Enclosed are our invoices for May 2013. Unbilled time for council meetings, travel, etc. totaled 16 hours last month. Project work involved the SE lift station location, Regional Development Study, and Public Works. Unbilled hours include meeting time over an hour, travel time, and mileage costs. If you have any questions as you review these invoices, please feel free to contact me. Sincerely, WENCK ASSOCIATES INC. e r . Kent Torve, P.E. Principal T: 2294-Corcorarninvoices and Budget Tracker etc'2013 \May 2013\April 2013 invoice cover letter doc City of Corcoran May 13 Invoices 'iS't l'iV;lt},nYtil� i }t1t ,t,t,:.tl \\:>,llw��lt, \,1 V',irrr {ilrt \L� \i U i} x� )- il1JA.'i�$,vi�1�;\ss j� %2 n1Y J 1 \ Ud11: Yss t�L X Y}Ji� x1j�1`r�z'iiiv'3� }\ flavll) }Sf�i }Ak1i �tYYil,�i} J - ..�r1y1 }h`}`L Nf?'kL3%?'jty,. Ki�r, }lr 1*s, �lil �n1n�1ni1, xt1` nl rN tu�'\an)ttvl4l'v�rwftlUa l` 1Aat' 6v 4a�` U' t15';; k�■4 ;.x1`ka "awi.;tt tA.tA tioKS,��,, }ilttt° \?iu�,\;aa^bm., Invoice # Wenck project # Phase # Project name I Amount Total 1302099 2294 -01 General Engineering Services 100 -02 Resident Communication $181.50 500 -01 General $544.00 500 -02 Council Meetings and Engineering Administrative $338.80 500 -05 Corcoran Comprehensive Plan Reproduction $568.00 600 -01 Stormwater /WCA General Tasks $715.70 700 -01 MnDOT State Aid $5,459.00 700 -05 Pavement Management and CJP $2,092.80 800 -11 Swift Grading Permit $121.00 800 -12 Lano Plan Review (see escrow below) Subtotal $10,020.80 1302100 2294- 10j,Scwerand Water Planning 05 Preliminary /Special Survey $226.50 10 Project Closeout $814.78 11 Easements and Uti lities $528.50 14 MCES Forcemain Construction $75.50 16 2013 Project Engineering & Planning $428.00 17 Regional Development Engineering $28,948.50 Subtotal $31,021.78 1302101 2294 -13 Public Works Building 18 Preconstruction Engineering & Permitting $791.72 20 2013 Construction Survey $4,331.50 21 Hazardous Material Survey $400.61 Subtotal $5,523.83 City Projects Total $46,566.41 a ytk \t }Y }�4�t t1t }1t \ \11t } }t it tt �tit tx \ \t \�0 ti1�Tt llY3l \t It Y"J\ \v Ail t'v l 1. }'1 "J� 1 } Y ��yt�py��+tut U:s3�)`u �• 1����lt�j� `\�.}`:. \tiv\itJ�\>r itiato tU 1�1�.u�i `t�4��jvt, >y�ti t` ��t)ln�tt:� � t \J Invoice # Wenck project# Escrow # , not Project name Total 1302102 2294 -17 500 -230 Lennar Development (Project #12 -025) $5,145.30 1302104 2294 -17 -1 500 -20308 LennarEAW -7 $5,970.40 1302099 2294 -01, ph. 800 -12 500-20'1297 8b- "9a Lano Plan Review ' • _ / "t�L $145.20 Escrow Projects Subtotal $11,260.90 MAY 2013 TOTAL $57,827.31 T12294- Corcoran \Invoices and Budget Tracker etc \2013 \May 201 3W pri12013 invoice co,vr lener.docs Wenck Engineers • Scientists Business Professionals Invoice May 31, 2013 Invoice No 1302099 City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294-01 Corcoran General Engineering Services Professional Services Through May 31 2013 Renck Associates, Inc, 1100 Pioneer C e:k Curter P.O. Bur 249 41aple Fbin,Utu 553359 -0249 (763) 479-42DD fax (763) 179-4212 e-me3: accounting-54444k.cm enck Phase 100 -02 Professional Personnel Torve, Kent Resident Communication Hours Rate 1.50 121.00 Totals 1.50 Total Labor Amount 181.50 181.50 181.50 Phase Total $181.50 Phase 500 -01 Professional Personnel General Hours Rate Amount Nelson, Susan 1.00 60.00 60.00 Vander Top, Vincent 4.00 121.00 484.00 Totals 5.00 544.00 Total Labor 544.00 Phase Total $544.00 Phase 500 -02 Professional Personnel Torve, Kent Council Meetings and Engineering Administrative Hours Rate 2.80 121.00 Totals 2.8D Total Labor Amount 338.80 338.80 338.80 Phase Total $338.80 Phase 500 -05 Professional Personnel Corcoran Comprehensive Plan Reproduction Hours Rate Amount Kelly, Patricia 4.00 55.00 220.00 Marketon, Jeanie 5.80 60.00 348.00 Totals 9.80 568.00 Total Labor 568.00 Phase Total $568.00 Phase 600 -01 Stormwater /WCA General Tasks INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -01 Corcoran General Engineering Services Invoice 1302099 Professional Personnel Nelson, Susan Torve, Kent Hours Rate Amount 8.50 60.00 510.00 1.70 121.00 205.70 Totals 10.20 715.70 Total Labor 71530 Phase Total $715.70 Phase 700 -01 Professional Personnel Claridge, Dale Outside Services Bernard J. Jahn MnDOT State Aid Hours Rate Amount 34.00 151.00 5,134.00 Totals 34.00 5,134.00 Total Labor 325.00 Outside Services Total 325.00 Phase Total 5,134.00 325.00 $5,459.00 Phase 700-05 Professional Personnel Pavement Management and CIP Hours Rate Amount Nelson, Susan 1.00 60.00 60.00 Torve, Kent 2.80 121.00 338.80 Vander Top, Vincent 14.00 121.00 1,694.00 Totals 17.80 2,092.80 Total Labor 2,092.80 Phase Total $2,092.80 Phase 800 -11 Swift Grading Permit Professional Personnel Hours Rate Vander Top, Vincent 1.00 121.00 Totals 1.00 Total Labor Amount 121.00 121.00 121.00 Phase Total $121.00 Phase 800 -12 Professional Personnel Torve, Kent Lano Plan Review Hours Rate 1.20 121.00 Totals 1.20 Total Labor Amount 145.20 145.20 Phase Total 145.20 $145.20 Total Invoice Amount $10,166.00 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of Invoice are subject to 1 -1/2% 18% annum Page 2 interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Invoice May 31, 2013 Invoice No: 1302100 Dan Donahue City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294 -10 Sewer and Water Planning Professional Services Through Ma v 31. 2013 nck Associates, Inc. 1807 Ranee(Creek Center P.O. Box 299 aleple pain, MIX 55359 -0249 (763)479-0200 Fax (763) 479424! !'mail: ac(0WINnjFw tnck.cQT enck Phase 05 Professional Personnel PRELIMINARY /SPECIAL SURVEY Hours Rate Amount Claridge, Dale 5/2/2013 ,50 151.00 75.50 Wetland monitoring, work coordination Claridge, Dale 5/10/2013 .50 151.00 75.50 Wetland monitoring; work coordination, communication Claridge, Dale 5/28/2013 .50 151.00 75,50 Wetland restoration, work coordination Totals 1.50 226.50 Total Labor 226.50 Phase Total $226.50 Phase 10 Professional Personnel PROJECT CLOSEOUT Hours Rate Amount Schmidt, Rowdy 5/6/2013 3.00 92.00 276.00 site visit Schmidt, Rowdy 5/10/2013 .50 92.00 46.00 coordination Schmidt, Rowdy 5/13/2013 1.00 92,00 92.00 punchlist Schmidt, Rowdy 5/14/2013 1.00 92.00 92.00 punchlist Schmidt, Rowdy 5/21/2013 1.00 92.00 92.00 correspondence Schmidt, Rowdy 5/22/2013 2.00 92.00 184.00 site visit Totals 8.50 782.00 Total Labor 782.00 Reimbursable Expenses Mileage - Reimbursable 32.78 Total Reimbursables 32.78 32.78 Phase Total $814.78 Phase 11 EASEMENTS AND UTILITIES INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -10 Sewer and Water Planning Invoice 1302100 Professional Personnel Hours Rate Amount Claridge, Dale 5/14/2013 .50 151.00 75.50 Easement filing Claridge, Dade 5/15/2013 2.00 151.00 302.00 Work coordination, respond to concerns raised by St. Thomas church regarding restoration; lack of grass and concrete debris, review file and photos, communication Claridge, Dale 5/17/2013 .50 151.00 75.50 Followup with Jeff Carsons regarding status of Schommer tax payment, documentation Claridge, Dale 5/31/2013 .50 151.00 75.50 Followup on St. Thomas site restoration work Totals 3.50 528.50 Total Labor 528.50 Phase Total $528.50 Phase 14 Professional Personnel MCES Forcemain Construction Hours Rate Amount Claridge, Dale 5/17/2013 .50 151.00 75.50 Fo[lowup with Jeff Carsons regarding status of Schommer tax payment, documentation Totals .50 75.50 Total Labor 75.50 Phase Total $75.50 Phase 16 Professional Personnel 2013 PROJECT ENGINEERING AND PLANNING Hours Rate Amount Torve, Kent 5/8/2013 1.50 121.00 181,50 TIF 2013 project list review and financing discussion Torve, Kent 5/23/2013 1.50 121.00 181.50 Meeting preparation analysis of Asleson List of Projects Totals 3.00 363.00 Total Labor 363.00 Unit Billing Geographic Information System 65.00 Total Units 65.00 65.00 Phase Total $428.00 Phase 17 Professional Personnel Regional Development Engineering Hours Rate Amount Claridge, Dale 5/1 /2013 3.50 151.00 528.50 Typical easement costs, review files, compile numbers Claridge, Dale 5/2/2013 1.50 151.00 226.50 Typical easement costs, review files, compile numbers Claridge, Dale 5/3/2013 3.00 151.00 453.00 Finalize typical easement costs and provide information to Heather INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 2 interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -10 Sewer and Water Planning Invoice 1302100 Gebhart, Brandon Regional Water Modeling Gebhart, Brandon 5/14/2013 Regional Water Modeling Gebhart, Brandon 5/15/2013 Regional Water Modeling Gebhart, Brandon 5/16/2013 Regional Water Modeling Gebhart, Brandon 5/17/2013 Regional Water Modeling Gebhart, Brandon 5/20/2013 Regional Water Modeling Gebhart, Brandon 5/21/2013 Regional Water Modeling Gebhart, Brandon 5/22/2013 Regional Water Modeling Gebhart, Brandon 5/23/2013 Regional Water Modeling Gebhart, Brandon 5/24/2013 Regional Water Modeling Gebhart, Brandon 5/28/2013 Regional Water Modeling Gebhart, Brandon 5/29/2013 Regional Water Modeling Gebhart, Brandon 5/30/2013 Regional Water Modeling Gebhart, Brandon 5/31/2013 Regional Water Modeling Libby, Heather 5/13/2013 sewer cost estimating Libby, Heather 5/17/2013 sewer cost estimates Libby, Heather 5/21/2013 regional study overview Libby, Heather 5/22/2013 regional study overview Libby, Heather 5/28/2013 regional development study Libby, Heather 5/30/2013 regional development study Louwagie, Shawn 5/7/2013 Sanitary Sewer /Gravity flow calcs Louwagie, Shawn 5/16/2013 Sanitary Sewer option analysis Louwagie, Shawn 5/17/2013 Sanitary Sewer option analysis /cost estimate Louwagie, Shawn 5/20/2013 Sanitary Sewer Cost Estimate Louwagie, Shawn 5/21/2013 Sanitary Sewer figures, cost estimate Louwagie, Shawn 5/22/2013 Sanitary Sewer figures, cost estimate Louwagie, Shawn 5/23/2013 Sanitary Sewer figures, cost estimate 5/13/2013 2.00 125.00 280 125.00 4.00 125.00 4.00 125.00 2.00 125.00 6.00 125.00 6.00 125.00 8.00 125.00 8.00 125.00 7.00 125.00 6.00 125.00 6.00 125.00 3.00 125.00 5.00 125.00 1.50 105.00 1.00 105.00 2.00 105.00 1.50 105.00 .50 105.00 7.00 105.00 1.30 45.00 .20 45.00 6.90 45.00 4.40 45.00 2.70 45.00 1.40 45.00 6.10 45.00 250.00 250.00 500.00 500.00 250.00 750.00 750,00 1,000.00 1,000.00 875.00 750.00 750.00 375.00 625.00 157,50 105.00 210.00 157.50 52.50 735.00 58.50 9.00 288.00 198.00 121.50 63.00 274.50 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 3 interest /finance charge Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294-10 Sewer and Water Planning Invoice 1302100 Louwagie, Shawn 5/24/2013 7.90 45.00 355.50 Sanitary Sewer figures, cost estimate Louwagie, Shawn 5/31/2013 5.40 45.00 243.00 Stormwater Calcs Noreen, Adam 5/13/2013 9.50 96.00 912.00 Lift Station Alternate Location analysis Noreen, Adam 5/14/2013 6.70 96.00 643.20 Lift Station Alternate Location analysis Noreen, Adam SE region sewer takeoffs Noreen, Adam Corcoran sewer Take -off 5/14/2013 5/15/2013 2.10 96.00 201.60 3.70 96.00 355.20 Noreen, Adam 5/15/2013 4.80 96.00 460.80 Lift Station Alternate Location analysis Noreen, Adam 5/16/2013 6.50 96.00 624.00 Lift Station Alternate Location analysis Noreen, Adam 5/16/2013 1.50 96.00 144.00 Corcoran sewer Take -off Noreen, Adam 5/17/2013 2.30 96.00 220.80 Lift Station Alternate Location analysis Noreen, Adam 5/17/2013 5.70 96.00 547.20 Corcoran sewer Depth Summary Noreen, Adam 5/20/2013 .80 96.00 76.80 Lift Station Alternate Location analysis Noreen, Adam 5/21/2013 7.00 96.00 672,00 Lift Station alternate location analysis Noreen, Adam 5/21/2013 2.10 96.00 201.60 Water, Sewer and traffic plans Noreen, Adam 5/22/2013 2.70 96.00 259.20 Lift Station alternate location analysis Noreen, Adam 5/22/2013 6.60 96.00 633.60 Water, Sewer and traffic plans Noreen, Adam 5/23/2013 6.30 96.00 604.80 Lift Station Alternate Location analysis Noreen, Adam 5/23/2013 1.00 96.00 96.00 Water, Sewer and traffic plans Noreen, Adam 5/24/2013 2.90 96.00 278.40 Lift Station Alternate Location analysis Noreen, Adam 5/24/2013 3.80 96.00 364.80 Transportation per foot cost Noreen, Adam 5/28/2013 2.00 96.00 192.00 Street costs Noreen, Adam 5/30/2013 1.00 96.00 96.00 Corcoran report Noreen, Adam 5/31/2013 3.30 96.00 316.80 Corcoran report INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 4 interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -10 Sewer and Water Planning Invoice 1302100 Shuck, Jordan 5/22/2013 1.00 89.00 89.00 Meeting and Data to CAD Shuck, Jordan 5/30/2013 5.50 89.00 489.50 Mapping Torve, Kent 5/1/2013 4.50 121.00 544.50 Regionald Development analysis and financial review Torve, Kent 5/2/2013 3.50 121.00 423,50 Regionald Development analysis and financial review Torve, Kent 5/3/2013 .80 121.00 96.80 Regional Development Study analysis Torve, Kent 5/6/2013 6.10 121.00 738.10 Regional Development study Torve, Kent 5/7/2013 .50 121.00 60,50 Regional Development study Torve, Kent 5/9/2013 1.20 121.00 145.20 Regional Development analysis and financing support Torve, Kent 5/13/2013 4.50 121.00 544.50 Regional Development study water modeling Torve, Kent 5/16/2013 2.50 121.00 30230 Lift station alternatives for SE area Torve, Kent 5/17/2013 2.80 121.00 338.80 Regional Development study area costs Torve, Kent 5/20/2013 2.50 121.00 302.50 Regional Area costs and analysis Torve, Kent 5/21/2013 1.20 121.00 145.20 Water modeling analysis for regional area Torve, Kent 5/23/2013 1.00 121.00 121.00 TIF Workshop Vander Top, Vincent 5/31/2013 1.00 121.00 121.00 Review cost estimates for area charges Ward, Jared 5/7/2013 .50 116.00 58.00 Laying out Gravity Sewer Option from Lennar to North Ward, Jared 5/10/2013 2.00 116.00 232.00 Lift Station Alternate Location Analysis. Ward, Jared 5/13/2013 1.50 116.00 174.00 Laying out Gravity Sewer Option from Lennar to North Ward, Jared 5/14/2013 3.30 116.00 382.80 Laying out Gravity Sewer Option from Lennar to North Ward, Jared 5/16/2013 1.00 116.00 116.00 Gravity Sewer Layout Review. Ward, Jared 5/17/2013 .50 116.00 58.00 Review of Gravity options with Adam. Ward, Jared 5/21/2013 - .50 116.00 58.00 Sewer Options Review and Redlines. Ward, Jared 5/22/2013 .50 116.00 58.00 Review of Gravity options with Adam. Ward, Jared 5/23/2013 1.50 116.00 174.00 Review of Gravity Sewer layouts and cost estimates. Ward, Jared 5/24/2013 .50 116.00 58.00 Sewer alignment review. Ward, Jared 5/28/2013 3.00 116.00 348.00 Water Main Layout figures and cost estimates. Ward, Jared 5/29/2013 7.00 116.00 812.00 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 5 interest/finance charge Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 Project 2294 -10 Sewer and Water Planning Invoice 1302100 Transportation cost estimate, site visit review, review of sewer options and cost estimates. Ward, Jared 5/30/2013 5.50 116.00 638.00 Transportation and Sewer Cost Estimates. Ward, Jared 5/31/2013 4.80 116.00 556.80 Storm sewer/ pond/ ROW cost estimates. Meeting with staff regarding compilation of teas. report. Totals 279.30 28,948.50 Total Labor 28,948.50 Phase Total $28,948.50 Total Invoice Amount $31,021.78 Outstanding Invoices Number Date Balance 1301725 4/30/2013 7,643.30 Total 7,643.30 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 6 interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Invoice May 31, 2013 Invoice No: 1302101 Dan Donahue City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294 -13 Public Works Building professional Services Through May 31, 2013 Wenck Associates, Inc. 1&'A Pcnenr Creek Center P.0. Box 249 I4aple Plain, MN 55359 .0249 (In,) 4794200 Fax (7A3) 479.4242 e ma h a ountirtg tionenck.com enck Phase 18 Professional Personnel Quisberg, Jason Torve, Kent PRE - CONSTRUCTION ENGINEERING & PERM11 LING Hours Rate Amount 4.00 137.00 548.00 2.00 121.00 242,00 Totals 6.00 790.00 Total Labor Reimbursable Expenses Postage and Shipping Total Reimbursables Phase Total 1.72 1.72 790.00 1.72 $791.72 Phase 20 Professional Personnel Quisberg, Jason Schmidt, Rowdy 2013 CONSTRUCTION SURVEY Hours Rate Amount 20.50 137.00 2,808.50 15.00 92.00 1,380.00 Totals 35.50 4,188.50 Total Labor Reimbursable Expenses Equipment Rental Field Supplies - Reimbursable Total Reimbursables 120.00 23.00 143.00 4,188.50 143.00 Phase Total $4,331.50 Phase 21 Professional Personnel Hester, Paul Outside Services EMC Labs, Inc. HAZARDOUS MATERIAL SURVEY Hours Rate 100 127.00 Totals 2.00 Total Labor Outside Services Total Amount 254.00 254.00 254.00 128.80 128.80 128.80 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1 /2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -13 Public Works Building Invoice 1302101 Reimbursable Expenses Telephone Field Supplies - Reimbursable Total Reimbursables Outstanding Invoices Number Date Balance 1301726 4/30/2013 3,527.80 Total 3,527.80 5.00 12.81 17.81 17.81 Phase Total $400.61 Total. Invoice Amount $5,523S3 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 2 interest /finance charge. Please reference the invoice number when sending payment Federal Tax ID #41- 1520095 Invoice May 31, 2013 Invoice No: 1302102 Dan Donahue City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294 -17 Lennar Development Professional Services Through May 31, 2013 Professional Personnel Wenck Associates, Inc_ 1800 Pioneer Creek Center P.O. Box 249 Maple Plan, Mfl 55399-0249 (763) 47994200 Fax (753) 479.4242 e.maa: acwuntng x eack.mn enck Hours Rate Amount Heckman, Micah 1100 78.00 1,014.00 Noreen, Adam 24.30 96.00 2,332.80 Shuck, Jordan 1,00 89.00 89.00 Terhaar, Edward 1.00 150.00 150.00 Torve, Kent 12.70 121.00 1,536.70 Totals 52.00 5,122.50 Total Labor 5,122.50 Reimbursable Expenses Report Supplies 12.80 Total Reimbursables 12.80 12.80 Unit Billing Geographic Information System Total Units Total Invoice Amount Outstanding Invoices Number Date Balance 1301727 4/30/2013 7,745.80 Total 7,745.80 10.00 10.00 10.00 $5,145.30 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Invoice May 31, 2013 Invoice No: 1302104 Dan Donahue City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294 -17 -1 Lennar EAW professional Services Through May 31, 2013 Professional Personnel Wenck Associates, Inc_ 1600 Pioneer Creek Center P.O. aox 299 MpIe Min, 6111 55359 -0249 (763)479 -4200 Fa, (763) 479,4242 c ne0: accovritingkiwenc k.can Hours Rate Amount Beyer, Megan 25.10 86.00 2,158.60 Claridge, Dale 1.50 151.00 226.50 Haberman, Lisa .50 55.00 27.50 Heckman, Micah 1.00 78.00 78.00 Madejczyk, Jeffrey 18.00 114.00 2,052.00 Shuck, Jordan 1.50 89.00 133.50 Swor, Kathryn 100 116.00 348.00 Terhaar, Edward 2.00 150.00 300.00 Torve, Kent 3.30 121.00 399.30 Ward, Jared 2.00 116.00 232.00 Totals 57.90 5,955.40 Total Labor Unit Billing Geographic Information System Total Units Total Invoice Amount 15.00 15.00 en 5,955.40 15.00 $5,970.40 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 MEMORANDUM Agenda Item 9.a. • • • • L A N D F O R M From Site to Finish • • 105 South Fifth Street, Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net DATE June 20, 2013 TO Dan Donahue CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications The following is a summary of project status for current, active projects: 1. Armbruster Topography and Wetland Waiver (city file no. 09 -011). An application has been received for a waiver from the topography and wetland requirements and was reviewed by the City Council on November 23, 2009. The City Council expressed concerns about the concept and directed the applicant to revise the concept plan. The applicant submitted a letter extending the review period until January 1, 2014. Staff recommends that no further extensions be provided. 2. Administrative Permit for Special Home Occupation for Jacob Shoulak at 20475 CR 10 (23 -119- 23 -23 -0007) (City File 12 -026). This application is to allow an in -home recording studio. The application is currently incomplete but when a complete application is received, it will be processed administratively. 3. Lano Equipment at 23580 Highway 55 Site Plan Amendment for Cold Storage. (31- 119- 23 -34- 0007) (13 -006). This item was reviewed by Planning Commission at a public hearing on June 6th and the City Council will consider the request on June 27th 4. PUD Sketch Plan and EAW for Lennar (City File 13 -007). The applicant submitted a PUD sketch plan and the City Council took action initiate the completion of the required EAW (environmental review assessment worksheet) at the April 25th Council meeting. The EAW is a process required by the State of Minnesota. The EAW is tentatively schedule to be reviewed and ordered for distribution and comment at the July 25th Council meeting. Following completion of the EAW, the applicant could request approval of preliminary plat and PUD preliminary development plan and finally a final plat, PUD final development plan and rezoning to PUD. The review of the PUD sketch plan was scheduled for Parks and Trails Commission on May 21St, Planning Commission on June 6th and City Council review on June 27th. Sketch plan comments are advisory only. 5. Great River Energy Administrative Permit and Site Plan Modification for replacing tower at 7251 CR 116 (26- 119 -23 -41 -0001) (city file 13 -008). This item is currently incomplete, but will be administratively approved. 6. Funfar CUP for accessory building at 22730 Wagon Wheel (32- 119 -23 -24 -0006) (13 -009). This item is scheduled for Planning Commission review on June 6th and City Council action on June 27th 7. Construction Science Site Plan Modification at 7545 Commerce Street (26- 119 -23 -11 -0049) (City file 13 -011). This item is currently incomplete, but will be administratively approved. 8. Sign Ordinance Update. At the April 25th Council meeting, the City reviewed a request for the city to initiate a sign ordinance update. Specifically, they requested that the City review the ordinance standards relating to sign area, sign height and internal illumination and, because this is a city -wide issue, that the ordinance update be completed by the City out of the City funds. The Council Landform', SensiblyGreerl® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 discussed the issue and directed staff to bring a proposal back at a later date because the Council felt that this was a significant undertaking that would involve much more than this one issue. We will work with the City Administrator to determine the appropriate meeting to have this considered. 9. Ophoven CHOL at 19315 CR 30 (city file 13 -014). Jeff Ophoven has submitted a request for approval of a CHOL for an existing home occupation for outside storage. This is the result of a code enforcement issue. The item is scheduled for a public hearing at the Planning Commission on July 18th and City Council on July 25th 10. Triden Topographic Survey and Wetland Delineation Waiver at 23425 CR 117 (city file 13 -015). The landowner has submitted a request for the waivers for this 56 -acre parcel and would then proceed with a plat to split the site into two parcels as part of their estate planning. The item is scheduled for a City Council consideration on June 27th 11. Certificate of Compliance for accessory structure for Doug Weseman at 10545 Robert Lane (City file 13 -016). This item will be administratively approved. 12. Sketch Plan Review for Mini - Storage at 19219 CR 10 (City file 13 -017). This was just received and is being reviewed for completeness. It is tentatively scheduled for the August Planning Commission and City Council meetings. Also, there are a number of projects that have been approved, but are still not filed and closed out: 1. Ess Addition (city files 05 -017, 08 -003 and 12 -024). The City Council granted an after - the -fact extension for this final plat at their November 29, 2012 meeting. The applicant is now working to file the required documents to close out this file. 2. Corcoran Business Park (city file 06 -005). The City Council granted a one year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. 3. Northern Natural Gas Administrative Permit (city file 09 -009). This project has been completed but a site inspection on May 15th I identified 5 trees that must be replaced. Upon replacement of these trees, the project can be closed out and the landscape guarantee refunded. Staff has an inspection scheduled for June 26tH 4. Satellite Industries Site Plan Amendment, Conditional Use Permit Amendment, Lot Consolidation and Easement Vacation (city file 10 -007). On September 23rd the City Council approved Resolutions 2010 -37, 2010 -38 and 2010 -39 approving the request with a number of conditions. The applicant has addressed those conditions and has submitted a building permit application and has begun site work. Staff inspected the site on October 12th and found that the major site improvements had been made, but there are several items that still have to be addressed. We have discussed these items with the landowner. The city has a financial guarantee in place to ensure completion. 5. Park Place Storage After - the -Fact Extension of Approvals (city file no. 10 -008). On September 23, 2010, the City Council approved a site plan and conditional use permit amendment for Park Place Storage to construct the 18th and final mini - storage building on that site. The approvals expired on September 23, 2011. The applicant contacted the City and requested a one year extension until September 23, 2012. The conditions have been met and a building permit was issued in September. The applicant has completed most of the site work with final items to be completed in the spring. 6. Rocks N Blocks Site Plan Amendment and Conditional Use Permit (city file no. 10 -012). An application was received for a Conditional Use Permit and Site Plan Amendment to continue operation of a business with outside storage at 20010 75th Avenue North. The application was approved by the City Council on June 23rd. This was approved as a way to correct a code enforcement issue. No work has been done on site to correct the code violations. The applicant has not yet complied with the conditions of approval and has asked for a 3 month extension. The approvals expired on September 23, 2012. The applicant is working to complete the site improvements. MEMORANDUM 2 7. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (city file 12 -002). Hope Ministries has submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. 13. Schmid's Hidden Valley 2nd Addition Topography /Wetland Waiver, Preliminary Plat and Final Plat at 21820 Oakdale Drive (PID 04- 119 -23 -34 -0007, 04- 119 -23 -42 -0002 and 04- 119 -23 -42 -0003) (City File No. 12 -016). The application for topography and wetland delineation waiver was approved at the September 27th Council meeting. The preliminary plat and final plat were approved by the City Council on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. 14. Site Plan and Variance for Maple Hill Estates Community Center) (City File 12 -022). The landowner and the City received a CDBG grant to construct a new community center on land north of the manufactured home park that is also owned by the park owner. This new building is in the process of being designed. The building is likely to straddle a lot line or at minimum require a setback variance. The survey has been completed and the site plan is currently being prepared. This item was approved by the City Council on April 25th 15. Feasibility Study for Lennar (City File 12 -025). The applicant requested that the City conduct an infrastructure feasibility study regarding property west of CR 101 and north of Hackamore. This is part of the property that was previously proposed as the "Hedgestone" development. The applicant has provided an escrow and the City Engineer has begun work on feasibility study. The study was accepted by the City Council at their April 25th Council meeting. 16. Heinz Second Addition Preliminary and Final Plat at 20801 CR 117 (03- 119 -23 -14 -0002) (City file 13 -003). A wetland and topographic waiver was approved on January 24th. This item was approved by the City Council action on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. 17. Kohnen /Kothrade Minor CUP Amendment at 23240 CR 30 (07- 119 -23 -13 -0003) (City File 13 -005). This application has been received to resolve a code violation. The item was processed as a minor CUP amendment as discussed at the October 11, 2012 City Council meeting and the request was approved by City Council action on April 25th. The project will be closed out and any remaining escrow refunded. 18. Certificate of Compliance for accessory structure for John Koller at 6810 Horseshoe Bend (City file 13 -012). This item was administratively approved. 19. Certificate of Compliance for accessory structure for Dan and Cindy Patnode at 22802 CR 50 (City file 13 -013). This item was administratively approved. MEMORANDUM 3 STAFF REPORT / Code Compliance Agenda Item: 9 b. Council Meeting: June 27, 2013 Prepared By: Mike Pritchard Topic: CODE COMPLIANCE REPORT — May 2013 Action Required: Information Only Complaints and Concerns Permits and Zoning Complaints Concerns Total Nuisiance Junk /Junk Vehicles Grass & Weed Control Animal Violations Home Occupations Signs Referred to Public Works, Metro West, or City Engineer Misc. Compaints Concerns Cases Referred to City Attorney Building Permits - Zoning review Building Permits Grading or Driveway Permits Misc. Permits Overweight /Ag Vehicle Permits 15 6 4 0 0 5 6 7 0 9 27 3 6 11 Code Enforcement Issues: Complaint 12 -018: Exterior Storage Violations, Business Operating Without a Conditional Home Occupation License (CHOL) at 19xxx County Road 30. Update: The property owner has submitted an application for a CHOL for outside storage. This application is scheduled for the July 18, 2013 Planning Commission meeting, and tentatively planned for City Council July 25, 2013. Complaint 12 -031: Hazardous Building at 20xxx County Road 10. No Update. CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments REVENUE Other General Government R 100 - 41900 -31020 Delinquent Property Taxes 38,238.90 0.00 0.00 0.00 0.00% 0.00 R 100 - 41900 -31040 Fiscal Disparities 189,473.17 0.00 0.00 0.00 0.00% 0.00 R 100 - 41900 -31100 General Property Taxes 2,284,104.86 2,604,456.00 0.00 2,604,456.00 100.00% 2,604,456.00 R 100 - 41900 -31810 Cable Franchise Fee 38,195.52 35,000.00 0.00 35,000.00 100.00% 35,000.00 R 100 - 41900 -32110 Liquor License Fee 18,270.00 18,250.00 8,750.00 9,500.00 52.05% 18,250.00 R 100 - 41900 -33402 Homestead Credit 10,543.37 0.00 0.00 0.00 0.00% 0.00 R 100 - 41900 -33420 Ag Preserve Credit 5,825.36 0.00 0.00 0.00 0.00% 0.00 R 100 - 41900 -33421 PERA State Aid 1,845.00 1,845.00 0.00 1,845.00 100.00% 1,845.00 R 100 - 41900 -33422 Other State Grants and Aids 0.00 0.00 0.00 0.00 0.00% 0.00 R 100 - 41900 -34000 Charges for Services 95.00 0.00 0.00 0.00 0.00% 0.00 R 100 - 41900 -34103 Zoning /Land Use Appl Fee 7,180.00 6,000.00 4,915.00 1,085.00 18.08% 6,000.00 R 100 - 41900 -34105 Copies /Maps 108.39 150.00 284.56 - 134.56 -89.71% 150.00 R 100 - 41900 -34107 Special Assessment Search 50.00 50.00 25.00 25.00 50.00% 50.00 R 100 - 41900 -34108 TIF Administration 8,500.00 12,000.00 0.00 12,000.00 100.00% 12,000.00 R 100 - 41900 -34405 Clean Up Day Income 708.71 1,000.00 675.00 325.00 32.50% 675.00 R 100 - 41900 -36200 Miscellaneous Revenues 18,634.83 2,500.00 7,151.00 - 4,651.00 - 186.04% 7,151.00 R 100 - 41900 -36210 Interest Earnings 1,952.93 3,000.00 1,149.56 1,850.44 61.68% 3,000.00 R 100 - 41900 -36220 Other Rents and Royalties 10,848.00 10,848.00 10,848.00 0.00 0.00% 10,848.00 Cropland rental R 100 - 41900 -36230 Donations 4,575.00 1,100.00 0.00 1,100.00 0.00% 1,100.00 $ 2,639,149.04 $ 2,696,199.00 $ 33,798.12 $ 2,700,525.00 City Hall Operations R 100 - 41941 -34101 Facility Rental 5,890.00 4,500.00 1,757.50 2,742.50 60.94% 4,500.00 R 100 - 41941 -36200 Miscellaneous Revenues 1,228.80 1,000.00 2,194.66 - 1,194.66 0.00% 2,195.00 Mailbox posts, Wright Hennepin Elect rebate $ 7,118.80 $ 5,500.00 $ 3,952.16 0.00% $ 6,695.00 Police R 100 - 42100 -33423 Police Aid 45,308.00 47,000.00 0.00 47,000.00 100.00% 47,000.00 R 100 - 42100 -33424 Police POST Board Train Reimb 3,320.90 3,500.00 0.00 3,500.00 100.00% 3,500.00 R 100 - 42100 -33620 Other County Grants /Aid 11,939.05 10,000.00 3,407.48 6,592.52 65.93% 10,000.00 Pass through only R 100 -42100 -34200 Police Permits 2,417.00 1,500.00 40.00 1,460.00 97.33% 1,500.00 R 100 - 42100 -34201 Police Serviced Charges 7,162.50 5,000.00 292.50 4,707.50 94.15% 5,000.00 Pass through only R 100 - 42100 -34202 Police Reports /Fees 756.00 1,500.00 285.00 1,215.00 81.00% 1,500.00 R 100 - 42100 -34204 Training 120.00 0.00 0.00 0.00 0.00% 0.00 R 100 - 42100 -35101 Fines 80,337.70 90,000.00 15,197.78 74,802.22 83.11% 90,000.00 R 100 - 42100 -36220 Miscellaneous Revenues 3,713.46 0.00 0.00 0.00 0.00% 0.00 R 100 - 42100 -36230 Donations 0.00 0.00% 0.00 R 100 - 42100 -36233 Refunds /Reimbursements 0.00 0.00 8,563.13 - 8,563.13 0.00% 0.00 Workmans Compensation Reimbursement $ 155,074.61 $ 158,500.00 $ 27,785.89 $ 158,500.00 Building Inspection R 100 - 42400 -32210 Bldg /Plan Review Fees $ 56,020.82 $ 50,000.00 $ 21,320.21 $ 28,679.79 57.36% $ 50,000.00 1 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments Public Works R 100 - 43100 -33418 Muni State Aid St Maintenance 126,236.00 130,000.00 62,525.50 67,474.50 51.90% 130,000.00 R 100 - 43100 -34300 Public Works Permits /Fees 3,930.00 3,000.00 835.00 2,165.00 72.17% 3,000.00 R 100 - 43100 -34301 Dust Control 73,169.84 55,530.00 0.00 55,530.00 100.00% 55,530.00 R 100 - 43100 -36200 Miscellaneous Revenues 16,789.20 0.00 500.00 - 500.00 0.00% 0.00 $ 220,125.04 $ 188,530.00 $ 63,860.50 $ 188,530.00 Ice & Snow Removal R 100 - 43125 -36200 Miscellaneous Revenues 0.00 0.00 0.00 0.00 0.00% 0.00 $ - $ - $ - $ - $ - Recycling R 100- 43232 -33610 County Recycling Grant 14,820.00 14,500.00 0.00 14,500.00 100.00% 14,500.00 R 100 - 43232 -34400 Recycling 60,531.35 69,000.00 40,082.38 28,917.62 41.91% 69,000.00 $ 75,351.35 $ 83,500.00 $ 40,082.38 $ 83,500.00 Parks R 100 - 45200 -33422 Other State Grants and Aids 36,221.20 35,823.00 32,599.08 3,223.92 9.00% 32,599.08 NW Trails Grant R 100 - 45200 -34101 Facility Rental 1,995.68 1,000.00 1,307.33 - 307.33 - 30.73% 1,307.00 R 100 - 45200 -36200 Miscellaneous Revenues 62.91 0.00 3,500.00 - 3,500.00 0.00% 3,500.00 Equipment Grant R 100 - 45200 -36230 Donations 3,914.00 0.00 0.00 0.00% 0.00 $ 42,193.79 $ 36,823.00 $ 37,406.41 $ 37,406.08 Transfers to /from Other Funds R 100 - 49360 -39200 Transfer from Other Fund 0.00 Total Revenue $ 3,195,033.45 $ 3,219,052.00 $ 228,205.67 $ 2,990,846.33 $ 3,225,156.08 2 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments EXPENSE City Charter E 100 - 41000 -210 Operating Supplies (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 E 100 - 41000 -300 Professional Srvs (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 $ - $ - $ - $ - $ - City Council E 100 - 41100 -100 Wages and Salaries (GENERAL) 6,600.00 6,600.00 0.00 6,600.00 100.00% 6,600.00 E 100 - 41100 -122 FICA 409.20 409.00 0.00 409.00 100.00% 409.00 E 100 - 41100 -126 Medicare 95.70 96.00 0.00 96.00 100.00% 96.00 E 100 - 41100 -210 Operating Supplies (GENERAL) 0.00 100.00 0.00 100.00 100.00% 100.00 E 100-41100-364 Worker's Comp Insurance 32.12 55.00 41.00 14.00 25.45% 41.00 $ 7,137.02 $ 7,260.00 $ 41.00 $ 7,246.00 Newspaper /N ewsletter/W ebsite E 100 - 41130 -351 Newsletter Expenses 4,061.81 4,000.00 2,163.02 1,836.98 45.92% 4,000.00 E 100 - 41130 -354 Web Site 700.00 700.00 0.00 700.00 100.00% 700.00 $ 4,761.81 $ 4,700.00 $ 2,163.02 $ 4,700.00 City Administrator E 100 - 41300 -100 Wages and Salaries (GENERAL) 92,518.74 93,987.00 38,294.49 55,692.51 59.26% 111,332.36 E 100 - 41300 -121 PERA 6,707.62 6,814.00 2,724.50 4,089.50 60.02% 7,832.75 E 100 - 41300 -122 FICA 5,147.67 5,827.00 2,223.45 3,603.55 61.84% 6,751.90 E 100 - 41300 -126 Medicare 1,312.31 1,363.00 411.57 951.43 69.80% 1,470.62 E 100 - 41300 -130 Employer Paid FSA 0.00 350.00 0.00 350.00 100.00% 700.00 E 100 - 41300 -131 Employer Paid Health 9,914.01 13,467.00 5,275.15 8,191.85 60.83% 17,113.15 E 100 - 41300 -132 Medical Cafeteria Plan -55.40 0.00 0.00 0.00 0.00% 0.00 E 100 - 41300 -133 Employer Paid H S A 4,099.99 0.00 1,107.72 - 1,107.72 0.00% 0.00 E 100 - 41300 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 E 100 -41300 -208 Training and Instruction 1,812.60 2,500.00 1,261.00 1,239.00 49.56% 2,500.00 E 100 - 41300 -210 Operating Supplies (GENERAL) 491.67 700.00 374.63 325.37 46.48% 700.00 E 100 - 41300 -364 Worker's Comp Insurance - 683.48 840.00 354.00 486.00 57.86% 840.00 E 100 - 41300 -433 Dues and Memberships 847.76 900.00 45.00 855.00 95.00% 900.00 $ 122,113.49 $ 126,748.00 $ 52,071.51 $ 150,140.78 Clerk/Admin E 100 - 41400 -100 Wages and Salaries (GENERAL) 135,247.23 117,112.00 47,676.67 69,435.33 59.29% 126,797.00 E 100 - 41400 -110 Overtime 1,827.35 2,000.00 1,188.90 811.10 40.56% 2,000.00 E 100 - 41400 -121 PERA 9,921.71 8,635.00 3,531.99 5,103.01 59.10% 8,635.00 E 100 - 41400 -122 FICA 8,883.26 7,385.00 3,127.51 4,257.49 57.65% 7,985.00 E 100 - 41400 -126 Medicare 2,077.60 1,727.00 731.37 995.63 57.65% 1,868.00 E 100 - 41400 -130 Employer Paid FSA 700.00 700.00 350.00 350.00 50.00% 700.00 E 100 - 41400 -131 Employer Paid Health 7,636.59 26,934.00 2,859.57 24,074.43 89.38% 26,934.00 E 100 - 41400 -132 Medical Cafeteria Plan 12,018.03 0.00 4,092.84 - 4,092.84 0.00% 0.00 E 100 - 41400 -133 Employer Paid H S A 3,007.84 0.00 1,927.88 - 1,927.88 0.00% 0.00 E 100 - 41400 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 E 100- 41400 -208 Training and Instruction 829.95 3,500.00 1,335.00 2,165.00 61.86% 3,500.00 3 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments E 100 - 41400 -210 Operating Supplies (GENERAL) 403.71 500.00 107.35 392.65 78.53% 500.00 E 100 - 41400 -300 Professional Srvs (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 E 100 - 41400 -364 Worker's Comp Insurance 1,215.78 1,411.00 1,064.00 347.00 24.59% 1,064.00 E 100 - 41400 -433 Dues and Memberships 35.00 150.00 70.00 80.00 0.00% 150.00 $ 183,804.05 $ 170,054.00 $ 68,063.08 $ 180,133.00 Elections E 100 - 41410 -210 Operating Supplies (GENERAL) $ 6,262.58 $ 5,000.00 $ - $ 5,000.00 $ 5,000.00 Auditor /Treasurer E 100 - 41540 -300 Professional Srvs (GENERAL) $ 22,160.50 $ 21,700.00 $ 21,452.00 $ 248.00 $ 23,000.00 Assessor E 100 - 41550 -210 Operating Supplies (GENERAL) 929.29 500.00 462.74 37.26 7.45% 1,000.00 E 100 - 41550 -300 Professional Srvs (GENERAL) 49,284.00 49,284.00 20,535.00 28,749.00 58.33% 49,284.00 $ 50,213.29 $ 49,784.00 $ 20,997.74 $ 50,284.00 Attorney E 100 - 41600 -300 Professional Srvs (GENERAL) 22,352.59 30,000.00 16,824.62 13,175.38 37.64% 30,000.00 $ 22,352.59 $ 30,000.00 $ 16,824.62 $ 30,000.00 Other General Government E 100 - 41900 -210 Operating Supplies (GENERAL) 31.25 0.00 3,254.40 - 3,254.40 0.00% 4,000.00 E 100 - 41900 -300 Professional Srvs (GENERAL) 21,040.50 0.00 19,846.00 - 19,846.00 0.00% 20,000.00 E 100 - 41900 -360 Insurance (GENERAL) 18,806.00 45,000.00 54,412.00 - 9,412.00 - 20.92% 54,412.00 E 100 - 41900 -433 Dues and Memberships 24,454.47 24,000.00 19,821.13 4,178.87 17.41% 24,000.00 $ 64,332.22 $ 69,000.00 $ 97,333.53 $ 102,412.00 Planning & Zoning E 100 - 41910 -210 Operating Supplies (GENERAL) 0.00 0.00 271.00 (271.00) 0.00% 271.00 E 100 -41910 -300 Professional Srvs (GENERAL) 41,785.46 32,000.00 25,320.12 6,679.88 20.87% 40,000.00 $ 41,785.46 $ 32,000.00 $ 25,591.12 $ 40,271.00 Code Enforcement E 100 - 41920 -100 Wages and Salaries (GENERAL) 7,543.20 39,419.00 15,781.63 23,637.37 59.96% 39,419.00 E 100 - 41920 -110 Overtime 0.00 1,000.00 137.25 862.75 86.28% 1,000.00 E 100 - 41920 -121 PERA 502.91 2,930.00 1,096.05 1,833.95 62.59% 2,930.00 E 100 - 41920 -122 FICA 445.39 2,506.00 1,112.00 1,394.00 55.63% 2,506.00 E 100 - 41920 -126 Medicare 104.19 586.00 260.05 325.95 55.62% 586.00 E 100 - 41920 -130 Employer Paid FSA 0.00 350.00 350.00 0.00 0.00% 350.00 E 100 - 41920 -131 Employer Paid Health 13,467.00 11.43 13,455.57 99.92% 13,467.00 E 100 - 41920 -132 Medical Cafeteria Plan 0.00 2,365.80 - 2,365.80 0.00% 0.00 E 100 - 41920 -208 Training and Instruction 0.00 0.00 0.00 0.00% 0.00 E 100 - 41920 -210 Operating Supplies (GENERAL) 1,054.14 1,500.00 242.99 1,257.01 83.80% 1,500.00 E 100 - 41920 -300 Professional Srvs (GENERAL) 525.68 0.00 0.00 0.00 100.00% 0.00 E 100 - 41920 -364 Worker's Comp Insurance 0.00 0.00 0.00 0.00 0.00% 0.00 E 100 - 41920 -417 Uniforms 100.00 100.00 100.00 0.00 0.00% 100.00 $ 10,275.51 $ 61,858.00 $ 21,457.20 $ 61,858.00 4 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments City Hall Operations E 100 - 41941 -200 Office Supplies (GENERAL) 1,978.10 3,000.00 1,421.02 1,578.98 52.63% 3,000.00 E 100 - 41941 -201 Postage /Shipping 1,628.25 2,500.00 881.41 1,618.59 64.74% 2,500.00 E 100 - 41941 -207 Computer Supplies 2,423.59 3,000.00 1,020.91 1,979.09 65.97% 3,000.00 E 100 - 41941 -210 Operating Supplies (GENERAL) 12,496.89 9,500.00 8,345.94 1,154.06 12.15% 9,500.00 E 100 - 41941 -300 Professional Srvs (GENERAL) 15,385.05 7,000.00 3,677.20 3,322.80 47.47% 7,000.00 E 100 - 41941 -321 Telephone 2,182.22 3,000.00 980.74 2,019.26 67.31% 3,000.00 E 100 - 41941 -352 General Notices and Pub Info 2,234.88 2,000.00 1,782.08 217.92 10.90% 2,000.00 E 100 - 41941 -364 Worker's Comp Insurance 0.00 438.00 0.00 438.00 100.00% 0.00 E 100 - 41941 -380 Utility & Services (GENERAL) 12,832.53 14,500.00 7,059.83 7,440.17 51.31% 14,500.00 E 100 -41941 -400 Repairs & Maint Cont (GENERAL) 9,816.79 4,000.00 4,741.81 - 741.81 - 18.55% 5,000.00 E 100 -41941 -430 Misc. Banking Charge 64.00 0.00 0.00 0.00 0.00% 0.00 E 100 - 41941 -520 Buildings and Structures 0.00 4,000.00 3,028.81 971.19 0.00% 4,000.00 E 100 - 41941 -810 Refunds /Reimbursements 0.00 0.00 32.09 -32.09 0.00% 0.00 $ 61,042.30 $ 52,938.00 $ 32,971.84 $ 53,500.00 IT (Info Technology) E 100 - 41951 -207 Computer Supplies 7,580.31 7,500.00 5,835.24 1,664.76 22.20% 7,500.00 E 100 - 41951 -210 Operating Supplies 0.00 4,500.00 765.38 3,734.62 82.99% 4,500.00 E 100 - 41951 -300 Professional Srvs 0.00 6,000.00 1,811.25 4,188.75 69.81% 6,000.00 E 100 - 41951 -530 Improvements Other Than Bldg 0.00 7,000.00 8,309.09 - 1,309.09 - 18.70% 9,000.00 $2,000 from Jaycee's donation $ 7,580.31 $ 25,000.00 $ 16,720.96 $ 27,000.00 Police E 100 - 42100 -100 Wages and Salaries (GENERAL) 507,594.11 515,852.00 209,338.71 306,513.29 59.42% 515,852.00 E 100 - 42100 -110 Overtime 1,506.73 9,500.00 456.29 9,043.71 95.20% 9,500.00 E 100 - 42100 -111 Overtime Events /Grants 10,756.14 15,000.00 3,266.05 11,733.95 78.23% 15,000.00 See 100 - 42101 -111 E 100 -42100 -121 PERA 74,894.25 77,570.00 30,190.11 47,379.89 61.08% 77,570.00 E 100- 42100 -126 Medicare 7,615.33 7,811.00 3,172.89 4,638.11 59.38% 7,811.00 E 100 - 42100 -130 Employer Paid FSA 608.66 2,450.00 333.00 2,117.00 86.41% 2,450.00 E 100- 42100 -131 Employer Paid Health 34,814.94 42,699.00 14,546.77 28,152.23 65.93% 42,699.00 E 100 -42100 -132 Medical Cafeteria Plan 30,739.96 33,985.00 13,066.77 20,918.23 61.55% 33,985.00 E 100 - 42100 -133 Employer Paid H S A 11,486.15 11,297.00 6,030.46 5,266.54 46.62% 11,297.00 E 100 - 42100 -200 Office Supplies (GENERAL) 5,236.99 5,000.00 1,932.70 3,067.30 61.35% 5,000.00 E 100 - 42100 -201 Postage /Shipping 354.44 500.00 -4.65 504.65 100.93% 350.00 E 100 - 42100 -208 Training and Instruction 11,010.16 10,000.00 8,712.44 1,287.56 12.88% 12,000.00 E 100 - 42100 -209 Police Reserves 3,119.83 3,500.00 2,225.01 1,274.99 36.43% 3,500.00 E 100 - 42100 -210 Operating Supplies (GENERAL) 4,185.49 3,500.00 2,082.75 1,417.25 40.49% 4,500.00 E 100 - 42100 -212 Motor Fuels 39,114.51 34,000.00 14,611.25 19,388.75 57.03% 40,000.00 E 100 - 42100 -220 Repair /Maint Supply (GENERAL) 13,397.30 8,000.00 3,539.08 4,460.92 55.76% 8,000.00 E 100 - 42100 -223 Building Repair Supplies 3,710.63 3,000.00 2,187.78 812.22 27.07% 3,000.00 E 100 - 42100 -300 Professional Srvs (GENERAL) 40.00 500.00 0.00 500.00 100.00% 500.00 E 100 - 42100 -301 Prisoner 5,370.25 8,000.00 7,742.24 257.76 3.22% 12,000.00 E 100 - 42100 -304 Legal Fees 25,868.76 30,000.00 13,449.72 16,550.28 55.17% 30,000.00 E 100- 42100 -321 Telephone 7,244.77 7,200.00 2,838.23 4,361.77 60.58% 7,200.00 E 100 - 42100 -323 Radio Units 11,420.06 15,300.00 5,885.43 9,414.57 61.53% 15,300.00 E 100 - 42100 -364 Worker's Comp Insurance 7,455.55 24,000.00 14,817.00 9,183.00 38.26% 24,000.00 E 100 -42100 -380 Utility & Services (GENERAL) 2,140.77 4,000.00 1,104.07 2,895.93 72.40% 4,000.00 5 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments E 100 - 42100 -417 Uniforms 7,768.09 8,460.00 5,851.62 2,608.38 30.83% 8,460.00 E 100 - 42100 -433 Dues and Memberships 870.00 1,000.00 1,470.00 - 470.00 - 47.00% 1,470.00 $ 828,323.87 $ 882,124.00 $ 368,845.72 $ 895,444.00 Part Time Officers E 100 - 42101 -100 Wages and Salaries (GENERAL) 75,071.69 78,100.00 36,034.30 42,065.70 53.86% 78,100.00 E 100 - 42101 -111 Overtime Events /Grants 6,353.46 0.00 225.00 - 225.00 0.00% 0.00 Contractural events /Safe and Sober events. Budgeted 42100 -11' E 100 - 42101 -121 PERA 1,850.54 2,500.00 889.86 1,610.14 64.41% 2,500.00 E 100 - 42101 -122 FICA 4,251.67 4,842.00 1,864.86 2,977.14 61.49% 4,842.00 E 100- 42101 -126 Medicare 1,180.68 1,132.00 525.69 606.31 53.56% 1,132.00 E 100 -42101 -140 Unemployment Comp (GENERAL) 0.00 0.00 0.00 0.00 0.00% 0.00 $ 88,708.04 $ 86,574.00 $ 39,539.71 $ 86,574.00 Police Admin E 100 - 42102 -100 Wages and Salaries (GENERAL) 39,514.84 42,328.00 16,671.00 25,657.00 60.61% 42,328.00 E 100- 42102 -110 Overtime 14.51 500.00 0.00 500.00 100.00% 500.00 E 100 - 42102 -121 PERA 2,877.90 3,105.00 1,190.16 1,914.84 61.67% 3,105.00 E 100 - 42102 -122 FICA 2,671.35 2,655.00 1,115.05 1,539.95 58.00% 2,655.00 E 100 - 42102 -126 Medicare 624.78 621.00 260.78 360.22 58.01% 621.00 E 100 - 42102 -130 Employer Paid FSA 350.00 350.00 0.00 350.00 100.00% 350.00 E 100 - 42102 -131 Employer Paid Health 1,391.55 3,430.00 901.19 2,528.81 73.73% 3,430.00 E 100 - 42102 -132 Medical Cafeteria Plan 4,158.70 2,730.00 2,047.32 682.68 25.01% 2,730.00 $ 51,603.63 $ 55,719.00 $ 22,185.50 $ 55,719.00 Fire E 100 - 42200 -300 Professional Srvs (GENERAL) 242,082.72 250,000.00 123,534.10 126,465.90 50.59% 250,000.00 $ 242,082.72 $ 250,000.00 $ 123,534.10 0.00% $ 250,000.00 Building Inspection E 100 - 42400 -300 Professional Srvs (GENERAL) 9,421.02 15,000.00 5,645.48 9,354.52 62.36% 15,000.00 E 100- 42400 -437 Surcharges 1,726.95 2,500.00 166.90 2,333.10 93.32% 2,500.00 $ 11,147.97 $ 17,500.00 $ 5,812.38 $ 17,500.00 Public Works E 100 - 43100 -100 Wages and Salaries (GENERAL) 269,477.33 279,203.00 102,104.61 177,098.39 63.43% 265,907.00 E 100 - 43100 -110 Overtime 17,020.37 19,380.00 15,254.44 4,125.56 21.29% 18,116.00 E 100 - 43100 -121 PERA 20,838.97 21,647.00 8,276.98 13,370.02 61.76% 20,683.00 E 100 - 43100 -122 FICA 16,694.60 18,512.00 6,667.89 11,844.11 63.98% 17,688.00 E 100 - 43100 -126 Medicare 3,954.17 4,329.00 1,509.62 2,819.38 65.13% 4,136.00 E 100 - 43100 -130 Employer Paid FSA 700.00 1,750.00 350.00 1,400.00 80.00% 1,750.00 E 100 - 43100 -131 Employer Paid Health 42,763.31 67,335.00 15,314.63 52,020.37 77.26% 62,746.00 E 100 - 43100 -132 Medical Cafeteria Plan 8,177.36 0.00 2,864.19 - 2,864.19 0.00% 0.00 E 100 - 43100 -133 Employer Paid H S A 10,281.32 0.00 2,700.34 - 2,700.34 0.00% 0.00 E 100 - 43100 -140 Unemployment Comp (GENERAL) 0.00 0.00 2,663.40 - 2,663.40 0.00% 0.00 E 100 - 43100 -208 Training and Instruction 3,739.00 4,000.00 1,820.00 2,180.00 54.50% 4,000.00 E 100 - 43100 -210 Operating Supplies (GENERAL) 21,090.53 20,000.00 8,268.27 11,731.73 58.66% 20,000.00 E 100 - 43100 -212 Motor Fuels 37,194.51 32,000.00 17,175.64 14,824.36 46.33% 40,000.00 E 100- 43100 -220 Repair /Maint Supply (GENERAL) 22,146.83 20,000.00 5,715.70 14,284.30 71.42% 20,000.00 E 100 - 43100 -222 Seal Coating 40,285.50 50,000.00 0.00 50,000.00 100.00% 50,000.00 E 100 - 43100 -223 Building Repair Supplies 332.23 4,500.00 1,898.76 2,601.24 57.81% 4,500.00 E 100 - 43100 -225 Landscape /Ditch Materials 9,178.62 10,000.00 1,123.27 8,876.73 88.77% 10,000.00 E 100 - 43100 -226 Sign Repair Materials 4,149.14 6,000.00 102.98 5,897.02 98.28% 6,000.00 E 100 - 43100 -227 Crack Filling 12,564.17 10,000.00 9,426.38 573.62 5.74% 10,000.00 E 100 - 43100 -228 Dust Control 94,301.45 100,000.00 0.00 100,000.00 100.00% 100,000.00 6 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments E 100 - 43100 -229 Culverts 11,132.49 13,000.00 0.00 13,000.00 100.00% 13,000.00 E 100 - 43100 -232 Gravel 117,765.32 130,000.00 101,434.63 28,565.37 21.97% 130,000.00 E 100 - 43100 -233 Asphalt Maint/Patching 143,633.95 130,000.00 1,160.57 128,839.43 99.11% 130,000.00 E 100 - 43100 -300 Professional Srvs (GENERAL) 2,100.00 2,100.00 116.00 1,984.00 94.48% 2,100.00 E 100 - 43100 -321 Telephone 5,005.41 5,600.00 1,546.06 4,053.94 72.39% 5,600.00 E 100 - 43100 -364 Worker's Comp Insurance 20,996.21 15,076.00 17,399.00 - 2,323.00 - 15.41% 15,076.00 E 100 - 43100 -380 Utility & Services (GENERAL) 7,726.11 9,000.00 4,787.12 4,212.88 46.81% 9,000.00 E 100 - 43100 -381 Street/Signal Lights 2,142.23 3,500.00 1,844.75 1,655.25 47.29% 3,500.00 E 100 - 43100 -417 Uniforms 5,873.64 7,000.00 1,711.01 5,288.99 75.56% 7,000.00 $ 951,264.77 $ 983,932.00 $ 333,236.24 $ 970,802.00 Ice & Snow Removal E 100 - 43125 -210 Operating Supplies (GENERAL) $ 23,935.01 $ 29,000.00 $ 15,104.40 $ 29,000.00 Engineeering E 100 - 43170 -300 Professional Srvs (GENERAL) $ 53,364.97 $ 40,000.00 $ 24,790.13 $ 40,000.00 Employee Benefit Chgs E 100 - 43190 -300 Professional Srvs (GENERAL) 0.00 3,000.00 0.00 $ 3,000.00 Recycling E 100 - 43232 -210 Operating Supplies (GENERAL) 826.95 1,000.00 750.00 250.00 25.00% 1,000.00 E 100 - 43232 -300 Professional Srvs (GENERAL) 64,742.64 69,000.00 28,969.06 40,030.94 58.02% 69,000.00 $ 65,569.59 $ 70,000.00 $ 29,719.06 $ 70,000.00 Parks E 100 - 45200 -100 Wages and Salaries (GENERAL) 17,205.28 27,345.00 6,979.60 20,365.40 74.48% 27,345.00 E 100-45200-110 Overtime 477.00 0.00 191.25 - 191.25 0.00% 0.00 E 100- 45200 -122 FICA 1,097.84 1,695.00 443.06 1,251.94 73.86% 1,695.00 E 100 - 45200 -126 Medicare 256.76 397.00 103.63 293.37 73.90% 397.00 E 100- 45200 -210 Operating Supplies (GENERAL) 8,561.82 8,000.00 17,228.33 - 9,228.33 - 115.35% 8,000.00 E 100 - 45200 -220 Repair /Maint Supply (GENERAL) 751.97 1,100.00 256.78 843.22 76.66% 1,100.00 E 100 - 45200 -221 Maintenance Projects 13,592.11 15,000.00 9,951.54 5,048.46 33.66% 15,000.00 E 100 - 45200 -321 Telephone 613.84 700.00 270.30 429.70 61.39% 700.00 E 100 - 45200 -364 Worker's Comp Insurance - 1,815.18 4,493.00 947.00 3,546.00 78.92% 4,493.00 E 100 - 45200 -380 Utility & Services (GENERAL) 4,571.52 7,100.00 2,978.47 4,121.53 58.05% 7,100.00 E 100 - 45200 -530 Improvements Other Than Bldgs 36,221.20 35,823.00 32,599.08 3,223.92 9.00% 35,823.00 NW Trails Grant $ 81,534.16 $ 101,653.00 $ 71,949.04 $ 101,653.00 7 of 8 CITY OF CORCORAN 2013 PERFORMANCE REPORT - GENERAL FUND FIVE MONTHS ENDED MAY 31, 2013 9c. Account Description 2012 Actual 2013 Budget 2013 Actual Amount Remaining % of Budget Year End Forecast Comments Total Revenue $ 3,195,033.45 $ 3,219,052.00 $ 228,205.67 $ 3,051,428.12 $ 3,225,156.08 Total Expense $ 3,001,355.86 $ 3,175,544.00 $ 1,410,403.90 I $ 2,371,304.52 j $ 3,255,236.78 Total Revenue - Total Expense $ 193,677.59 I I $ 43,508.00 I $ (1,182,198.23)I 1 $ 680,123.60 $ (30,080.70)I 8 of 8 Elm Creek Watershed Wrap Up Notes 6/12/13 Meeting 11:00 -1:45 p.m. I'm reporting on items from the meeting that seem to impact Corcoran (in my viewpoint): Today I also attended the TAC (Technical Advisory Committee) that should be attended by our Planner and /or Engineer. It is imperative that someone attends these meetings as Corcoran is rating high in load allocations on E.Coli and another content that I didn't write down. However, for the E.Coli one, our load allocation at the Shannon Lane site monitoring station, our level was 163.80 and then next closest was 17! I'm not sure if these were parts per million or whatever but that was quite a shocker. They stated the sources were livestock (cows & horses), septic systems, wildlife, and urban storm water run -off. Rich Brasch from Three Rivers was the presenter and he can be contacted with questions. In fact, he would like questions by July 1St but apparently; it's based off of his presentation. So, probably both the engineer and planner should contact him to get the power point presentation so they can review it. This is serious stuff and we will be recipients of the decisions that will be made due to his report. The time to act is now (i.e. sending the Planner and Engineer) as it could save us dollars down the road since they would be the people that could review and comment on these findings. We talked about the time commitment for these TAC meetings and they plan to hold them one hour prior to our regular meeting. I stressed that keeping the time commitment to an hour was important since that seemed to be an issue for the engineers. They do not have a set schedule for these meetings but it didn't sound like it would be for every meeting, but then again, if they keep them to an hour, maybe it would. Please authorize the planner and /or the engineer for future TAC meetings. It's that important!! Action Items Haley Parcel. You may have already heard of this development - 55 acres north of Gleason Road off of Hwy 101. We did not get any paperwork but apparently an application has been submitted (Greg Ebert property ?) and it has been sent to the Technical Evaluation Panel. There was nothing for us to review at this time. Budget. Looks like Corcoran's share of the 2014 budget will be $13,624.74 and that is a decrease of 1.45% from 2013. TAC. Please authorize the planner and engineer for future TAC meetings. Submitted by: Cindy Patnode, Elm Creek Watershed Representative for Corcoran 6/15/13 Agenda Item 10.a. • • • • L A N D F O R M • • • • 105 South Fifth Avenue Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net From Site to Finish TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: June 19, 2013 for the June 27, 2013 City Council Meeting RE: PUBLIC HEARING. Site Plan Amendment and Conditional Use Permit for new accessory building for Lano Equipment at 23580 Highway 55 (31- 119 -23 -34 -0007) City File No. 13 -006 60 -DAY REVIEW DEADLINE: July 12, 2013 1. Application Request The applicant has requested approval of a conditional use permit and site plan amendment to allow a new accessory building to replace the building that was demolished last year. The applicant indicates that the building is for storage of equipment and supplies for Lano Equipment which operates out of the principal building on site. 2. Planning Commission Review The Planning Commission reviewed this item at their June 6th meeting. In addition to the applicant, there were several people present who spoke in support of the request. The Planning Commission voted 5 -1 to recommend approval of the request (Commissioner Krueger voted nay and he noted that he felt a metal accessory building was not appropriate in this location and some improvements to the building materials were required). The Planning Commission had significant discussion regarding the size of this accessory building, the other existing accessory buildings and the building materials. The staff report noted that the lean -to to allow expanded outside storage would not be allowed. The existing outside storage on this lot is a legal, non - conforming use and cannot be expanded. Staff had recommended that the lean -to be removed from the proposed 5,000 sq. ft. accessory building. After much discussion, the Commission recommended that the applicant simply expand the building to enclose the lean -to and extend the east elevation to align with the front elevation, which effectively increased the size of the new building to 7,000 sq. ft. The staff report also noted that the new 7,000 sq. ft. building was replacing a 1,850 sq. ft. building that was removed last year. The site also includes an existing 3,000 sq. ft. garage. The City Code allows a maximum of 1,000 sq. ft. of detached accessory building in the C -2 district. Therefore, staff suggested that the 7,000 sq. ft. building would nearly double the inside storage space and Landform', SensiblyGrcen® and Site to Finish® are service marks of Landform Professional Services, LLC. • • suggested that the 3,000 sq. ft. garage be removed to reduce the non - conformity on site and bring it closer into compliance with the City Code. The Planning Commission found that the 2 buildings totaling 10,000 sq. ft. of detached accessory space was reasonable and recommended that the garage be allowed to remain. There was significant discussion about how this would reduce the outside storage on site. The applicant indicated that the 7,000 sq. ft. building would allow them to store equipment and 2 semi - tractor trailers inside. No commitment was made regarding a reduction in outside storage and no conditions were attached to the resolution. Staff recommended that the since the detached accessory building is so visible some upgrades to the exterior be required. We suggested that a 4 -foot high wainscoting to match the principal structure be added to this building. The Planning Commission felt that such improvements were unnecessary and removed that condition. 3. Code Enforcement On June 13th, the Corcoran Police Department received a complaint about auto storage on site. They inspected the site and found approximately 25 cars stored on site. It appears that this storage is related the MN Towing Company, which is operating on the old Ess Brothers property east of this site on Highway 55. Motor vehicle storage is not permitted in the C -2 district and the addition of these vehicles on the Lano property is a violation of the Zoning Ordinance. The Code Enforcement Official sent a letter to the land owner notifying them of the violation and the need to remove the vehicles. We also called the landowner to notify him of the violation and he indicated that he would have the vehicles removed prior to the Council meeting. Staff will inspect next week and provide an update at the Council meeting. 4. Context Background The site includes an existing metal principal building with stone wainscoting and wood on the front elevation. The building houses Lano Equipment and Spike's feed store. There are a number of non - conformities that exist on site, but none are affected by the proposed application. Zoning and Land Use The property is guided Commercial on the 2030 Future Land Use Plan. The property is currently located within the Metropolitan Urban Service Boundary (MUSA) and zoned C -2 (community commercial). Surrounding Properties The surrounding properties are guided Commercial and zoned C -2. . Natural Characteristics of the Site Elm Creek Watershed Management Commission has identified potential wetlands in the northwest and northeast portions of the site. No wetland impacts are proposed. Lano CUP and Site Plan (13 -006) 2 June 27, 2013 • 5. Analysis of Request • Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a conditional use permit and site plan amendment is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the conditional use permit and site plan. B. Consistency with Ordinance Standards Site Plan The applicant is requesting approval to allow the addition of a new accessory building on this commercial property. Access No new access is proposed. Access is provided on CR 19 and on Highway 55. The Fire Chief and Building Official have reviewed the plans and have indicated that additional paving is required to provide the required fire lane access. The plans must be revised to show compliance with the Fire Code. Screening /Landscaping Section 1060.070 of the Zoning Ordinance provides standards for landscaping. The ordinance requires a minimum of 6 overstory trees and 22 shrubs to provide screening and landscaping around the new building. The plan shows six 7 -foot tall white pines and 22 undefined shrubs. The shrub species must be defined. The pines would comply with the minimum ordinance size requirements. The plans must be revised to show that the shrubs comply with the following minimum requirements: • Tall Shrubs and Hedge Material (deciduous or coniferous): 3 -4 feet high • Low Shrubs (deciduous): 5 gallon Additionally, no more than 33 percent of the required number of trees shall be of one species. The plans must be revised to provide the required variety by providing three different types of trees (2 of each) and a variety of shrubs. Lano CUP and Site Plan (13 -006) 3 June 27, 2013 • • The ordinance requires that the lot area remaining after providing for off - street parking, off - street loading, sidewalks, driveways and building be sodded or seeded and mulched within 30 days of building occupancy. The landscape plan must be revised to show seeding or sodding in the areas disturbed by the project. Utilities The property is currently serviced by well and septic. The drainfield location is shown on the plans in north of the principal building. No impact is proposed. Grading Limited grading is proposed on site. The existing drainage pattern of sheet flow to the north will be maintained. The City Engineer has reviewed the grading plan and finds that it is generally in compliance with ordinance requirements. Prior to construction silt fence must be installed. In the area where the poor bituminous is proposed to be removed, grass or sod must be installed. Site Lighting The narrative indicates that one new exterior light is proposed, but not details are provided. Light fixtures and freestanding luminaires shall have a cutoff angle of less than or equal to 90 degrees. Details must be provided for City review and approval. Signage No new signage is proposed. Conditional Use Permit There are several conditional use permits requested as part of this application to for a metal accessory building exceeding that maximum allowed size in the C -2 zoning district. A. The district standards allow accessory buildings subject to the standards in Section 1030.020 of this Chapter. This section requires a conditional use permit for construction of more than one detached accessory building with a footprint in excess of 120 square feet and a conditional use permit if the size exceeds 1,000 square feet or 25 percent of the area of the rear yard, whichever is less. In addition to the proposed 6,216 square foot accessory building (5,000 building with a 1,216 square foot lean -to), which replaces the 1,850 square foot building that was removed last year, there is a 3,000 square foot garage. It appears that the garage is unused at this time. The applicant has not provided any information about the use of that building. Staff is concerned about the size of the proposed new accessory building when there are existing accessory buildings on site. It is staff's understanding that the building is currently Lano CUP and Site Plan (13 -006) 4 June 27, 2013 • • vacant. Staff recommends removal of this building as a condition of approval for the new larger accessory building. Additionally, staff recommends that the proposed lean -to portion of the building be removed. This serves as an expansion of unscreened outside storage and cannot be allowed for that non- conforming use. B. The proposed building has a 16 -foot sidewall height where a maximum of 13'6" is allowed. The ordinance allows a landowner to exceed the maximum size requirements by conditional use permit, subject to the following standards: D. Any building that does not meet the standards above may only be permitted to exceed the allowable building height with a conditional use permit and subject to the following criteria: 1. The proposed use shall be in conformance with all City regulations. 2. A certificate of survey shall be required that identifies all existing structures on site, including buildings, septic sites and wells. In addition, the survey shall include the proposed structure, flood plain, wetlands, and any recorded easements. 3. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. 4. The building materials standards required by this Section have been met. 5. The proposed building will be compatible with surrounding land uses. Staff recommends approval of the conditional use permit to increase the sidewall height based on the finding that the equipment sold and stored by Lano Equipment requires the larger sidewalls to accommodate the goods. C. The applicant is requesting approval of metal siding and roofing on this building. Section 1060.050 of the Zoning Ordinance establishes building standards and states that "buildings in all zoning districts shall maintain a high standard of architectural and aesthetic compatibility with surrounding properties to ensure that they will not adversely impact the property values of the abutting properties or adversely impact the public health, safety and general welfare." This section establishes a list of allowed materials and limits metal siding in this district to "Up to 20% of any wall surface may consist of the materials outlined herein (excludes overhead doors)." Additionally, metal roofs are generally discouraged in the commercial zoning districts but the following language implies that it may be allowed if certain standards are met: Metal roofs with a pitch greater than 2:12 shall not be permitted except as provided below: a. Color samples shall be provided for review and approval by the City Council as part of the site plan review. Lano CUP and Site Plan (13 -006) 5 June 27, 2013 • • b. Metal roof coverings may be allowed for the above mentioned circumstances, provided the following conditions are met: i. Meet the standards adopted by the Minnesota State Building Code, ii. Have concealed fasteners, iii. Are high quality commercial thickness /weight, iv. Have been treated with a factory applied color coating system against any fading or degradation. The applicant has not provided the requested cut sheets and samples of all materials and colors to determine whether or not the roofing materials meet these requirements. If the applicant submits the required information to show compliance, staff would recommend approval of the conditional use permit. D. The City revised the Zoning Ordinance in 2011 to allow more opportunities for metal roof and siding on accessory buildings. At the time, the discussion was focused on residential and agricultural uses. I do not recall a specific discussion about changes to allow commercial buildings to have metal roof and siding on accessory buildings. It is possible that it is so unusual for businesses to have accessory buildings that it was overlooked. It is also possible that it was an intentional change. Regardless of intent, the ordinance does allow any accessory building to be metal with a conditional use permit based on the following: E. Exceptions to the provisions of this Section may be granted as a conditional use permit subject to the process outlined in Section 1070.020 and provided that: 1. The proposed building and material maintains the quality, durability and value intended by the Ordinance. 2. The proposed building is compatible and in harmony with other existing structures within the district and immediate geographic area. 3. The provisions of Section 1070.020 are considered and determined to be satisfied. However, staff finds that the conditions for a fully metal building are not consistent with these standards. Specifically, it would not maintain the quality, durability and value intended by the ordinance. Staff finds that if stone wainscoting to match the existing building were provided on all four building elevations to a minimum height of 4 -feet, the building would be more compatible with other buildings in the C -2 zoning district. We have included this as a condition of approval. However, the City Council may find that a higher standard of construction material is required to comply with these standards and may recommend modifications to staff's recommendation. Lano CUP and Site Plan (13 -006) 6 June 27, 2013 • • 5. Conclusions Staff finds that the standards for a site plan amendment have been met or can be addressed with the changes discussed in the staff report. However, staff has a number of concerns with the conditional use permit for the proposed accessory building, as noted in the staff report. We have deleted several conditions from the draft resolution, based on the Planning Commission recommendation, but the City Council should discuss and my reach another conclusion. Finally, if the Commission finds that the ordinance language to allow this CUP process for accessory buildings in the non - residential districts was not intended to allow this type of use, they should suggest that the City Council direct staff to prepare an amendment for consideration. However, this application must be reviewed against the adopted ordinance in place today. 6. Recommendation Move to adopt the resolution approving the conditional use permit amendment and site plan amendment, as recommended by the Planning Commission. Attachments 1. Resolution approving Conditional Use Permit amendment and Site Plan amendment 2. Site Aerial Location Map 3. Map from ECWMC 4. City Engineer's memo dated May 30, 2013 5. Preliminary Plans dated April 16, 2013 6. Revised plans dated May 13, 2013 Lano CUP and Site Plan (13 -006) 7 June 27, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -029 Motion By: Seconded By: June 27, 2013 A RESOLUTION APPROVING A SITE PLAN AMENDMENT AND CONDITIONAL USE PERMIT FOR NEW A ACCESSORY BUILDING FOR LANO EQUIPMENT AT 23580 HIGHWAY 55 (31- 119 -23 -34 -0007) WHEREAS, the landowner has requested approval of a conditional use permit and site plan amendment to allow construction of a new accessory building on a commercial property for property legally described as follows: That part of the east half of the southwest quarter of Section 31, Township 119 north, Range 23 west of the principal meridian lying easterly of the westerly 413.00 feet of said east half of the southwest quarter and lying southerly of the following described line: Commencing at the southwest corner of said east half of the southwest quarter; thence on an assumed bearing of north 00 degrees 25 minutes 29 seconds east, along the west line of said east half of the southwest quarter, a distance of 656.38 feet to the point of beginning of the line to be described; thence south 89 degrees 22 minutes 34 seconds east, parallel with the south line of said east half of the southwest quarter, a distance of 1329.29 feet to the east line of said east half of the southwest quarter and said line there terminating. Subject to a permanent easement for highway purposes over the east 50.00 feet and that portion of State Highway No. 55 as laid out and traveled. Excepting therefrom that part of said east half of the southwest quarter described as follows: beginning at the southeast corner of said east half of the southwest quarter; thence on an assumed bearing of north 00 degrees 36 minutes 14 seconds east along the East line of said east half of the southwest quarter, a distance of 194.50 feet; thence north 89 degrees 22 minutes 34 seconds west, parallel with the south line of the said east half of the southwest quarter, a distance of 132.00 feet; thence south 00 degrees 36 Minutes 14 seconds west, parallel with the east line of said east half of the southwest quarter, a distance of 194.50 feet to the south line of said east half of the southwest quarter; thence south 89 degrees 22 minutes 34 seconds east along said south line, a distance of 132.00 feet to the point of beginning. Subject to a permanent easement for highway purposes over the east 50.00 feet and that portion of State Highway No. 55 as laid out and traveled. WHEREAS, the Planning Commission has reviewed the conditional use permit and site plan amendment at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a conditional use permit and site plan amendment, subject to the following conditions: Page 1 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -029 June 27, 2013 1. A conditional use permit and site plan amendment is approved to allow a new 5,000- square foot accessory building, in accordance with the application received by the City on April 16, 2013 and additional information received on May 13, 2013, except as amended by this resolution, based on the finding that the conditional use permit standard in Section 1070.020 have been met. a. A conditional use permit to allow up to a 7,000- square foot accessory building where 1,000 square feet is allowed based on the following findings and conditions: i. The conditional use permit standards are met to allow an accessory building in excess of 1,000 square feet. ii. The building would allow interior storage of material and equipment, thereby reducing the amount of outside storage on site. iii. The lean -to must be eliminated from the building or enclosed because the lean -to would be an expansion of outside storage and display beyond the existing legal non- conforming condition. b. A conditional use permit to allow an accessory building with a 16 -foot sidewall where 13'6" is the maximum allowed is approved based on the finding that the increased sidewall height is required to store the equipment sold by Lano Equipment. c. A conditional use permit to allow more than 20% metal siding is allowed based on the following findings and conditions: i. A stone wainscoting at least 4 feet high on all sides of the building is provided. The stone should match the stone on the principal building. ii. The metal and stone combination is compatible with the existing buildings in the vicinity and would be more consistent with the quality, durability and value intended by the ordinance. d. A conditional use permit to allow a metal roof is allowed based on the following findings and conditions: i. Color samples for all building elements are provided for City review and approval. ii. The applicant provides materials to show that the roof material meets MN Building Code requirements. iii. The applicant provides materials to show that the roof will have concealed fasteners. iv. The applicant provides information to show that the roof will be commercial thickness/weig ht. v. The applicant provides information to show that the roof is treated with factory applied color coating system against any fading or degradation. 2. A building permit is required prior to beginning any work. 3. The proposed lean -to must be eliminated from the building based on the finding that said lean -to would be an unauthorized expansion of outside storage. 4. Prior to issuance of a building permit, the applicant landowner must: a. Record the approving resolution at Hennepin County and provide proof of recording to the City. Page 2 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -029 June 27, 2013 b. Provide a landscape plan with a minimum of 6 overstory trees and 22 shrubs that meet all ordinance requirements in Section 1060.070 regarding details, species, planting size, variety, etc. for review and approval by the City. c. Provide a landscape to show seeding or sodding in disturbed areas as required by Section 1060.070. d. Lighting details must be submitted to ensure compliance with the Zoning Ordinance requirements. e. Provide a revised site plan ensuring compliance with MN Fire Code for review and approval by the City. f. Compliance with the City Engineer's memo dated May 30, 2013. g. Material samples and detailed cut sheets must be provided for all proposed building materials. 5. Prior to beginning the site work, the applicant /landowner must: a. b. c. Silt fence must be installed prior to beginning construction. Electronic files of the plans shall be submitted to the City in AutoCAD format. Submit a financial guarantee for the proposed work as outlined in Section Subd. 9 of the Zoning Ordinance. 1070.050, 6. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE n Guenthner, Ken Asleson, Rich n Cossette, Tom n Lynch, Diane Thomas, Ron VOTING NAY n Guenthner, Ken Asleson, Rich n Cossette, Tom n Lynch, Diane Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 27th day of June 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 3 City Seal Hennepin County GIS - Printable Map Interactive Maps Page 1 of 1 Property Map Parcel 31- 119 -23 -34 -0007 ID: Owner Name: Hwy 55 Properties LIc Parcel 23580 State Hwy No 55 Address: Corcoran, MN 55357 Property Commercial- Preferred Type: Home- Non-Homestead stead: Parcel 10.29 acres Area: 448,175 sq ft A -T -B: Abstract Market Total: $1,078,000 Tax $41,703.26 Total: (Payable: 2013) Sale Price: Sale Date: $1,100,000 10/2004 Sale Sale Includes More Code: Than One Parcel Map Scale: 1" = 200 ft. Print Date: 5/30/2013 This map is a compilation of data from various sources and is furnished "AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2013 A TYunk Green." http: / /gis.co.hennepin.mn.us /Property /print/default.aspx ?C = 449877.8538181113,4990488.... 5/30/2013 Storage Building at 23580 Highway 55 Corcoran, MN PID: 31-119-23-34-0007 Department of Environmental Services www.hennepin.us April 30, 2013 Wrigh Cr e . . 23580 a•'� °4 113 STATE.HWY N0.55 This map has been created for informational purposes only and is not considered a legally recorded map or document. Hennepin County makes no warranty, representation, or guarantee as to the content, accuracy, timeliness, or completeness of any of the information provided herein. Wencl< TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. DATE: May 30, 2013 SUBJECT: Lano Equipment Pole Shed Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com The Lano Equipment Center plans dated 3.12.2013 were reviewed and comments for drainage are as follows: Impervious Area • The plans show a reduction of impervious from 2.90 acres to 2.74 acres (note on Sheet C1) • The reduction in impervious is due to removal of bituminous in poor condition (Sheet C1) Drainage Pattern • The existing drainage pattern of sheet flow to the north will be maintained. Recommendation 1. Silt fence should be provided near the north and west perimeter of the disturbed area. 2. The area of removed bituminous and lay down yard has been submitted as pervious (thus the net reduction of impervious) Planning Commission should consider the type of land cover acceptable (grass cover) in its recommendations to Council. o Should the applicant plan for the area be Class V or other impervious material, additional detail should be provided for the City to analyze if NPDES requirements of permanent ponding apply. 572 BOUNDARY SURVEY PART OF THE SOUTWEST QUARTER OF SECTION 31, TOWNSHIP 119, RANGE 23 -,CORCORAN, MINNESOTA - HENNEPIN COUNTY - PARCEL 1 eNd HIGHWAY 55 PROPERTIES LLC. BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST HALF OF THE SOUTHWEST QUARTER; THENCE ON AN ASSUMED BEARING OF NORTH 00 DEGREES 36 MINUTES 14 SECONDS EAST ALONG THE EAST LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 194.50 FEET; THENCE NORTH 89 DEGREES 22 MINUTES 34 SECONDS WEST, PARALLEL WITH THE SOUTH LINE OF THE SAID EAST HALF OF THE SOUTHWEST QUARTER , A DISTANCE OF 132.00 FEET; THENCE SOUTH 00 DEGREES 36 MINUTES 14 SECONDS WEST, PARALLEL WITH THE EAST UNE OF SAID EAST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 194.50 FEET TO THE SOUTH UNE OF SAID EAST HALF OF HE SOUTHWEST QUARTER; THENCE 89 DEGREES 22 MINUTES 34 SECONDS EAST ALONG SAID SOUTH LINE, A DISTANCE OF 132.00 FEET TO THE POINT OF BEGINNING. SUBJECT TO A PERMANENT EASEMENT FOR HIGHWAY PURPOSES OVER THE EAST 50.00 FEET AND THAT PORTION OF STATE HIGHWAY NO. 55 AS LAID OUT AND TRAVELED. PARCEL 2 THAT PART OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SEC11ON THIRTY -ONE, TOWNSHIP ONE HUNDRED NINETEEN NORTH, RANGE TWENTY -THREE WEST OF THE PRINCIPAL MERIDIAN LYING EASTERLY OF THE WESTERLY 413.00 FEET OF SAID EAST HALF OF THE SOUTHWEST QUARTER AND LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID EAST HALF OF THE SOUTHWEST QUARTER; THENCE ON•AN ASSUMED BEARING OF NORTH 00 DEGREES 25 MINUTES 29 SECONDS EAST, ALONG THE WEST LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 656.38 FEET TO THE POINT OF BEGINNING OF THE UNE TO BE DESCRIBED; THENCE SOUTH 89 DEGREES 22 MINUTES 34 SECONDS EAST, PARALLEL WITH THE SOUTH LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 1329.29 FEET TO THE EAST LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER AND SAID UNE THERE TERMINATING. SUBJECT TO A PERMANENT EASEMENT FOR HIGHWAY PURPOSES OVER THE EAST 50.00 FEET AND THAT PORTION OF STATE HIGHWAY NO. 55 AS LAID OUT AND TRAVELED. EXCEPTING THEREFROM THAT PART OF SAID EAST HALF OF THE SOUTHWEST QUARTER DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST HALF OF THE SOUTHWEST QUARTER; THENCE ON AN ASSUMED BEARING OF NORTH 00 DEGREES 36 MINUTES 14 SECONDS EAST ALONG THE EAST LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 194.50 FEET; THENCE NORTH 89 DEGREES 22 MINUTES 34 SECONDS WEST, PARALLEL WITH THE SOUTH LINE OF THE SAID EAST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 132.00 FEET; THENCE SOUTH 00 DEGREES 36 MINUTES 14 SECONDS WEST, PARALLEL WITH THE EAST UNE OF SAID EAST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 194.50 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER; THENCE SOUTH 89 DEGREES 22 MINUTES 34 SECONDS EAST ALONG SAID SOUTH LINE, A DISTANCE OF 132.00 FEET TO THE POINT OF BEGINNING. SUBJECT TO A PERMANENT EASEMENT FOR HIGHWAY PURPOSES OVER THE EAST 50.00 FEET AND THAT PORTION OF STATE HIGHWAY N0. 55 AS LAID OUT AND TRAVELED. PARCEL 3 THAT PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 31 TOWNSHIP 119 NORTH RANGE 23 WEST LYING WEST OF A UNE PARALLEL WITH AND 413.00 FEET EAST OF THE WEST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER AND LYING EAST OF A LINE PARALLEL WITH AND 363.00 FEET EAST OF THE WEST LINE OF THE SAID WEST HALF OF THE SOUTHWEST QUARTER; AND LYING SOUTHERLY OF A LINE DESCRIBED AS COMMENCING AT 111E SOUTHWEST CORNER OF SAID WEST HALF OF THE SOUTHWEST QUARTER; THENCE ON AN ASSUMED BEARING OF NORTH AU DEGREES 25 MINUTES 29 SECONDS EAST ALONG THE WEST UNE OF SAID WEST HALF OF THE SOUTHWEST QUARTER, A DISTANCE OF 656.36 FEET TO THE POINT OF BEGINNING OF THE LINE TO BE DESCRIBED; THENCE SOUTH 89 DEGREES 32 MINUTES 34 SECONDS EAST, PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF OF THE SOUTHWEST QUARTER, 1329.28 FEET TO THE EAST LINE OF THE SAID WEST HALF OF THE SOUTHWEST QUARTER AND THERE TERMINATING; AND LYING NORTHERLY OF A UNE DESCRIBED AS BEGINNING AT A POINT ON THE WEST UNE OF SAID WEST HALF OF THE SOUTHWEST QUARTER DISTANT 596.35 FEET NORTH OF THE SOUTHWEST CORNER OF THE SAID WEST HALF OF THE SOUTHWEST QUARTER; THENCE SOUTH 89 DEGREES 40 MINUTES 00 SECONDS EAST, A DISTANCE OF 782.24 FEET AND THERE TERMINATING. LANO CORCORAN REVISION 4 -18 -12 FILE COPY IL I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. ROBERT B SIKICH LS LICENSE. NO. 14891 DATE: 4 -18 -12 REVISED' 6 -12 -12 7 -25 -12 9 -20 -12 SlIaCH LAND SURVEYS 8516 244TH STREET N. FOREST LAKE MN. 55025 PH: 651408.9401 M: 612. 818 -6299 FAX; 651408 -8417 JOB 60. 200909 —LANO SCALE r=100' N 1/4 COR. OF THE SW 1/4 OF SEC.31, TWP 119, RGE 23 / / / f to //1` • 1 93 chi TWP. 119, RGE. WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SEC. BOUNDARY SURVEY PART OF THE SOUTWEST QUARTER OF SECTION 31, TOWNSHIP 119, RANGE 23 CORCORAN; MINNESOTA - - HENNEPIN COUNTY - I- -- POINT DISTANT 656.38 FEET NORTH OF THE SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 119. RANGE 23 363.00 OWNER: MOY PROPERTIES, INC. (DOC. NO. 8462107) 687'40'00 "E 363.2 ) POINT DISTANT 596.36 FEET NORTH OF / THE SW COR. OF THE EAST HALF OF 3E SW Y4 OF SEC. 23, TWP. 119, RGE. EAST UNE OF THE WEST 388°26 '54"E 363.00 FEET OF THE EAST HALF OF THE 500/4 OF SEC. 31 r0 • t0 PARCEL 3 ^d HIGHWAY 55 PROPERTIES LLC. OWNER: 5540 WEOGEWOOD DRIVE, LLC (DOC. N0. 009487271) & (DOC. N0. 009487270) /-' LINE PARALLEL WITH SOUTH UNE OF EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 119, RANGE 23 Scale: 1 inch`= 50 feet BENCH MARK: FINISH FLOOR ELEV. = 99.55 FEET ( ASSUMED ELEVATION) AT WEST GARAGE DOOR ENTRANCE OF MAIN BUILDING. FO 1/2 ' IP 1 1/2 " IP 1 1 27B \ 1I 1324.57 \\1� LO x 7,f125 PIPE RAIL FENCE J / S89 °22'34 "E 916,28 23580 STATE HIGHWAY NO 55 11\.\\i 8254 PROPERTY ADDRESS Oc x9202 X91.87 `1 x 892.87 I X 4 1 w52.00 91.71 S11EET METAL FENCE I w 1 93.23 X93.81 It 100.0 X94.23 93.38 B2B8 93. 1 94.00x8 x66 .97 97.01 89382x94.64 x93 \ 92.69 =938 B- 7.9 4.,• B2.8 9465 9692,, 'd279 285 1847 94.40x 29650 9323 Ikk X x9580 x9677 1 x9399 EL 2 4532 / x9314 9.77 x9323 x9349 97.28 15 1± AREA 13.20 ACRES 11 (INCLUDING 60405) PIPE RAIL FENCE' %/ 09315 895.171 STATE HIGHWAY NO 55 � - SW. COR. of E1/2 of THE SW 1/4 - �-- ------ ---- ------ -------- - - - - -/ OF SEC.31, TWP 119, RGE 23 / i SOUTH LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 119, RANGE 23 X23.65 494.22 / -STEEL FENCE POST UNE SHEET METAL FENCE 9417 92.54 893.45 94.919 x93.71 9N 1CLD5 66: 99 26.99 95.28,98.2' 97.21 98.85 B45p. 95.3 �c ROCK 840 88.45 94. WALL 6216 fOR cow 95738 97.095696.90 9 04/ .8.00 898.21 03 (��- 7._ _ N I/3 COR. OF `II' SEC.31, R. 119, RGE 23 1 L, r � N CO O 0) 0Q zo Z Ci n a Q GTBT F- z W W IaI1�1 8,7T a Z= 0E 9' CANOPY ..N. 99.19 88.5* i r y /�� / //., 98.52 9].258 9).74 07.05 885.87 06.77 9584x �92`6s2 95.68 SEPTIC EXISTING GRAVEL -; ., . /. "-CONC. LOADING DOCK 3'.. ',CONC. DOCK // 36.0 / §,. / // / / / METAL FACED BUILDING WITH /, / /, /„ ,/ ?A WI ��� & W FRONT FACED 120.5 121.0 . 2' WIDE HORSE SIGN 96.48 x 899.74 x 9733 98.16 x 9670. 99.24 100.25, jS D(ISTINS GARAGE So REPAIR La c6l10P t: 98.57, 097.96 88,2 BLACKTOP 99.40 e? 17 N N W Lo W • 00 ▪ O Z w < C) a 0 O =�a ti 50 RFA ?-Q.9`A.CRES' :$j118L6AihG_Rt.ADs 782.23 889'22'34 "E \ _ SW. CDR. OF 11-1E SW 1/4 OF 5E0.31. TWP 119, RGE 23 HENNEPIN COUNTY C.I.M. 572 LANO CORCORAN REVISION 4 -18 -12 CENTERLINE OF STATE HIGHWAY N0.55 (A5 LOCATED AND TRAVELLED) O DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET MARKED WITH MINNESOTA LICENSE NO. 14891 "UNLESS OTHERWISE NOTED" THE WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER HAS AN ASSUMED BEARING OF SOUTH 00 DEGREES 25 MINUTES 29 SECONDS WEST. 132.00 889 °22'34 "E AST LINE OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 119, RANGE 23 ..S.E COR. OF SW 1/4 OF SEC. 31, TWP 119, RGE 23 I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF 1v1JN1 ESOTA. ROBERT B SIKICH LS LICENSE. NO. 14891 3 -11 -13 DATE: 4-18-12.6-26-12 REVISED: 7-25-12,9-20-12 1 -15 -1 -8- 13.2 -20 -13 =CH LAND SURVEYS 8516 244111 STREET N. FOREST LAKE MN. 55025 PH: 651 -408 -9401 M: 612-618-6299 FAX: 651 -408 -8417 JOB N0. 200909 -LANO SCALE 1 " =50' LEGEND EXISTING LIGHT POLE O EXIS1160 UTILITY POLE — 0E— EXISTING OVERHEAD WIRE EXISTING WELL EXISTING CONTOUR EXISTING SPOT ELEVATION 930 G SHEET METAL FENCE EXISTING TANK ENCLOSURE -ROCK RETA ( WALL FOR —928 - �-- -930 PROPOSED CONTOUR X920.50 PROPOSED SPOT ELEVATION (WI- ERI/NE. aT111MHOUS ROE. OR GROUND SURFACE UNLESS OTHEi0SE I60001ED) PROPOSED DIRECTION OF DRAINAGE PROPOSED RECYCLED CONCRETE x 0 SEPTIC EXISTING SILOS (NOW REMOVED) 36.0 / /// METAL FACE WITH BRICK &V' ///121.0 WOOD SHED (NOW REMOVED) ///// 50.0 ///// REMOVALS STATE HIGHWAY NO 55 COUNTY ROAD NO,19 OVERALL SITE (NO SCALE) EROSION CONTROL & REVEGETATION NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE WHEREVER CONSTRUCTION TRAFFIC ENTERS ONTO EXISTING PUBLIC BITUMINOUS ROADWAYS (LOCATIONS TO BE FIELD DETERMINED — COORDINATE WITH OWNER). 2) RELOCATE EXISTING BURIED AND OVERHEAD UTILITIES AS NECESSARY FOR CONSTRUCTION. 3) THE CONTRACTOR DIRECT ALL CONSTRUCTION SITE RUN —OFF TO TEMPORARY SEDIMENTATION TRAPS OR OTHER ENGINEER — APPROVED SEDIMENT CONTROL MEASURES PRIOR TO DISCHARGE FROM SITE. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND SCOUR THROUGH THE USE OF APPROVED ENERGY DISSIPATION DEVICES. 4) TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPUED BY MECHANICAL OR HYDRAULIC MEANS AND STABIUZED BY DISC — ANCHORING OR USE OF HYDRAULIC SOIL STABIUZERS. 5) ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBIUTY TO SWEEP /SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. 6) THE CONTRACTOR SHALL PROVIDE ALL SOD, 5EED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MN001 SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED •• 3876 • FOR TURF ESTABLISHMENT MNDOT MIXTURE 280 (100 IBS /ACRE) —OR- L1N00T MIXTURE 270 (120 LBS /ACRE) TEMPORARY FALL COVER SPRING /SUMMER 1 -2 YEARS COVER 2 -5 YEARS COVER MNDOT MIXTURE 100B (100 LBS /ACRE) MNDOT MIXTURE 110 (AT 100 LBS /ACRE) MNDOT MIXTURE 150 (AT 40 LBS /ACRE) MNDOT MIXTURE 190 (AT 60 LBS /ACRE) MULCH 3882 (TYPE 1 — DISC ANCHORED) FERTIUZER 3681 WOOD FIBER BLANKET 3885 (CATEGORY 2) • MOW A MINIMUM OF ONCE PER 2 WEEKS •• SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND UMIT EROSION. 7) AU. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE MITI THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND 1110 MPCA'S "PROTECTING WATER QUAUTY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." 8) ANY TEMPORARY OR PERMANENT DITCH THAT DRAINS WATER FROM THE CONSTRUCTOR SITE 0R DIVERTS WATER AROUND A 5)1E, MUST BE STABIUZEO WITHIN 200 UNEAL FEET FROM THE PROPERTY UNE OR FROM 111E POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST TAKE PLACE WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER, 9) THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY UNES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. 10) THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES GREATER THAN 3:1. 11) IF ANY SLOPES APPEAR TO BE FAILING. ME CONTRACTOR SHALL PROVIDE SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. 12) THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. 13) UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE 6ATIVE TOPSOIL SEED, AND MULCH ANCHORED WITH A SIRALGH7 SET DISC WITHIN 48 HOURS OF FINAL GRADING. X TP1P1 rn 5- f P1 -n Z x m I . GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES 2) CONTACT GOPHER STATE ONE —CALL AT (851) 454 -0002 FOR EXISTING UTIUTY LOCATIONS. SITE INFORMATION SITE AREA (3 PARCELS) = 13.87 ACRES TOTAL EXISTING IMPERVIOUS AREA = 2.90 ACRES TOTAL PROPOSED IMPERVIOUS AREA = 2.74 ACRES REDUCTION OF 0.16 ACRES OF IMPERVIOUS SURFACE • • xnP / x950 xBfF Ch, xgz.ea ;' BS.ssx 1 7 .9a•............. 9279 Xpa.1�s c 9.., �' -- y_ x9t•' 9..�og3 .., 6... °'`99.•21 ` 'I x95.581 /: ` " %IPPRDXIMATE LIMOS OF k1"` ,.: •` RECYCI.FII•COITCREIE — x�9.a5 x6522 - r Ae' :.....wTIFV WITH OWNER 9 ' ....4i......' 45A9rr r x109.74 x99 7.22 ' 13 XG' 88 0. PROPOSED GRADING DRAWN BY A.G. OHCKD BY: C.W.P. DESIGN BY: C.W.P. PROD. NO. 13 -1400 ORIGINAL DATE: MARCH 12, 2013 REVISION DESCRIPTION 0 0. O7 0 2Z Oa M CO WQ L W D *5.. ZIt go O PREPARED FOR: ROBERT B. SIKICH SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 8778 LAKE DRIVE SURE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -6210 FAX: (651) 361 -8701 NORTH 0� 15 SO 1 INCH - 30 FEET C 1 PROPOSED BUILDING c c NEN GRAVEL DRIVE NEA GRAVEL DRIVE PROPOSED LEAN -TO 11 0 ❑ NNITE PINE (T) LANDSCAPE PLAN KAM 3f? = I' -O' it 4 a� Fri wca 946 IJ ALL 1515. 9EADERS AR0 TO ISE 01162X0 077)059 NOTED OTrERNUSE MOP. 2) OWE5(TAMTRACTOR TO VERIFY ALL 1117660W DOOR 5ZE5. E.J OMFER/COMPACTOR TO 5005, ALL MOMS/ MATERIAL. 4) 00M4R/CENTR00005 TO VERIFY AL9 /7ME16510115. 5) ALL MO 'PALL N111600161 F cGGR OP166'5 PIPER THAN 60' REGIME (D) TRIMMER$ NJ( 0008 510E OF /EAGER. 6) (74.1 - 014. SEAN, TORS 0RORR0 SEAM 14 ALL 1EACERC ARE DROPPED 0LE55 NO7E0 IOLJ GO ROE 00065 700. rE161rt ON ROOF 1R85E5. ( 0610017070. 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As FC.L An cae10141105 1501410ee, SFPOPWAM715 61001,7) NO/OR 9ApE ReflnmE6r4 AND A10C NA5)TE5 L I•EGCCfATA1L..STATE AXD LOCAL SOL0M6 WLR5, )MI6 1x050001400 00ye5O .4. 90717* )090.0 O5 rT:4400 75'170 r ra SNDAO 05 DmS EER AND 1901791 0 9Y A 0001Mx, 1O7AL FM,1LIAc ruu7 se F4*7)145LAR 0f7MITiO0 O' ,NA) MARK MFi RANG 1M)A1,11190.t744O79 07OF0g97/ CP SDP 0055)1. 179, me Tee Norms NL ��M en Re40OLSI6�1. Mir, IRO RIC M L#771'50 OARM 4!05)1 PLR men REV VpE PREPARED FOR ,I 3 111 SHEET NO-IS F f `i I f- + I F 4 AAO.R„x1,N61N„ L r ,I, ' I I I , , 1_ 1 I I I KR d [-j ) I g 1 k `1' I 1,, I I I I `�J I I I wHnXO'e raRIPER I I I f 10)4 AA5.4 I I I I I I f I , I f I I J I I i I 1 I I I- r f I I I I I I Ijrl I ` 5W ` 66,3106- 91 rl I f I ., I !! PA m.NRRLyA IV I \ I I n tl I I I I I I I I I 1 I I 4 11 r I I I I 1 I + I I I \�IJ -1 + , I I I I - _ I f L , /-' ��� 41' fold 1 /J !7 •J a 1 ,,, f, �l I • rRRiws / 1 \ 1' 4 9 -I , 1 1 1 I I 1 6'V I - 1. 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As FC.L An cae10141105 1501410ee, SFPOPWAM715 61001,7) NO/OR 9ApE ReflnmE6r4 AND A10C NA5)TE5 L I•EGCCfATA1L..STATE AXD LOCAL SOL0M6 WLR5, )MI6 1x050001400 00ye5O .4. 90717* )090.0 O5 rT:4400 75'170 r ra SNDAO 05 DmS EER AND 1901791 0 9Y A 0001Mx, 1O7AL FM,1LIAc ruu7 se F4*7)145LAR 0f7MITiO0 O' ,NA) MARK MFi RANG 1M)A1,11190.t744O79 07OF0g97/ CP SDP 0055)1. 179, me Tee Norms NL ��M en Re40OLSI6�1. Mir, IRO RIC M L#771'50 OARM 4!05)1 PLR men REV VpE PREPARED FOR ,I 3 111 SHEET NO-IS T E.e 119N M. (9 FRONT ELEVATION '� SCALE, 1/ xer H2 0 REAR ELEVATION SCALE 4-" = V-0" SIDE/NALL SECTION '� SCALE: k" a �RIR !�utb +T R4 • 2t me. 51mme mAa e.A pb BEM Rum la sows grcem ro9 4v00. RAMRLefur wp nTOnae ra x.e 5w NOTES. 'n5m Moon 1 aR 1AR W 9Jn[m LM11U9eR."GR ��.eu.Tx,mwKS - .9„aka. 1 n 4 SIDEwALL SECTION A2 SGPLE, 1) ALL ER9, HEADERS ARE TO BE )31 -2A10 LNLE`h NOTED OTERI15i 11701. 2) OIINER/OOMTRAGTOR TO VERIFY ALL rvMIXan DOOR 5"149 9J OX^NeR+ICANTRAGTOR TO 99175 ALL FLOORINS MATERIAL. 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AIO (.41.15 0110517 IRA 40. riLL 10TT711l11070Q1121 er5060401 im OR 111 cUFRT 1011 mar, .Er 176* Mlig5AAZm FLR 5 0 0 (5IWEK LUMBER & MILLWORK rr 111 NQ A3 Rite 11,) Agenda Item 10.b. • • • • L A N D F O R M From Site to Finish • • • • 105 South Fifth Avenue Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: June 20, 2013 for the June 27, 2013 City Council Meeting RE: Shane Funfar request for Conditional Use Permit for an accessory building located at 22730 Wagon Wheel Lane (PID 32- 119 -23 -34 -0006) (city file no. 13 -009) 60 -DAY REVIEW DEADLINE: July 30, 2013 1. Application Request The applicant has requested approval of a conditional use permit to allow approximately 11 -foot sidewalls on a detached, accessory building in the front yard where a 10 -feet maximum is allowed. Additionally, the applicant is requesting approval to allow metal roof and siding. 2. Planning Commission Review The Planning Commission held a public hearing on this item at their June 6th meeting. Other than the applicant, there was no one present to speak on this item. The Commission voted unanimously to recommend approval of the request as outlined in the draft resolution. 3. Context Background On April 25, 2013, the City Council granted approval for the homeowner to move an existing home onto this site. Zoning and Land Use The property is guided Low Density Residential in the 2030 Future Land Use Map. The property is currently located within the 2020 — 2025 staging of the 2030 Metropolitan Urban Service Boundary (MUSA) and zoned Urban Reserve. Surrounding Properties The surrounding properties are guided Existing Residential (west), Low Density Residential (north), Light Industrial (east and southeast) and Existing Residential (southwest) on the 2030 Future Land Use Plan and zoned Urban Reserve (west, southwest, and north) and Planned Unit Development (south and southeast). LandformSM, SensiblyGrcen " and Site to Finish5m are service marks of Landform Engineering Company. • Natural Characteristics of the Site There is an existing wetland in the east half portion of the site identified by Hennepin County Metropolitan Land Cover Classification System data according to the Water Resources Map from the 2030 Comprehensive Plan. No impact is proposed. To the north of the property there is an upland savanna /pasture plant community. No impact is proposed. There are no trees or significant natural resources in the area of the proposed accessory building. 4. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the conditional use permit. B. Consistency with Ordinance Standards The applicant is proposing an accessory building in the front yard with a sidewall height of approximately 11 -feet where 10 -feet is the maximum allowed sidewall height per Section 1030.020 Subd. 5(C). Section 1030.020 Subd. 5(D) does allow the landowner to request a conditional use permit to exceed this height limitation if the following conditions are met: 1. The proposed use shall be in conformance with all City regulations. Accessory buildings like this are a permitted use, but the conditional use permit is required to address the larger sidewall height of the proposed building and the metal building materials. The proposed building height is approximately 18 -feet. The principal building height is approximately 27 -feet. The allowed building height is 35 -feet per Section 1040.020 Subd. 9 "UR" Urban Reserve District. The proposed building and principal building are less than allowed. The applicant has indicated that the larger building height is required to house vehicles, recreational equipment, and tools. They intend to mitigate the increased height by adding landscape screening to the southeast of the building and on the southeast corner of the property. All setback requirements have been met. The building is approximately 358 -feet from the east property line, 120 -feet from the north property line, 78 -feet from the west property line and 170 feet from the south property line. The building is approximately 1,958 feet from Wagon Wheel Lane. There is no wetland impact proposed. Funfar CUP (13 -009) 2 June 27, 2013 • 2. A certificate of survey shall be required that identifies all existing structures on site, including buildings, septic sites and wells. In addition, the survey shall include the proposed structure, flood plain, wetlands, and any recorded easements. A certificate of survey has been provided. However, the revised April 25, 2013 survey does not include the landscaping shown on the April 19, 2013 survey. The revised April 25, 2013 survey needs to show a driveway from the new accessory building to the existing driveway. Staff has included a condition in the approving resolution that the surveyor updates the plans to show the landscaping and driveway revision to ensure compliance with the ordinance standards. 3. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. Staff has reviewed the application for compliance with the general conditional use permit standards in Section 1070.020 and found that those conditions have been met as noted below. Specifically: 1. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. 7. The conditional use and site conforms to performance standards as specified by this Chapter. Staff finds that the proposed accessory building would meet the conditional use permit standards in this section. The building is similar to the size and materials of other accessory buildings in the area. The building and relocated home will comply with all other ordinance standards and will be compatible with the purpose and intent of the Comprehensive Plan. Funfar CUP (13 -009) 3 June 27, 2013 • 4. The building materials standards required by this Section have been met. The applicant is requesting approval to allow the accessory building to be finished with metal siding and roof. The plans show a Hawaiian palace (muted blue) wainscoting and light stone siding with Hawaiian palace (muted blue) roof and white metal trim. Section 1060.50 of the Zoning Ordinance establishes building standards for the city and indicates that all accessory buildings with metal siding and roofing may be allowed by with a Certificate of Compliance, provided they: a. meet the standards adopted by the Minnesota State Building Code b. have been treated with a factory applied color coating system against any fading or degradation. The metal siding and roofing meets both standards. Staff recommends that the metal siding be approved as part of the CUP rather than requiring a separate certificate of compliance application and fee. The certificate of compliance is a tool to allow administrative approval of metal building if they meet ordinance standards and there is not additional information that would be gained by requiring the certificate of compliance. 5. The proposed building will be compatible with surrounding land uses. The City Code allows metal roofing in residential areas and prohibits metal siding otherwise allowed with a Certificate of Compliance. This property is located in the rural portion of the city and there are a number nearby properties that meet these requirements and that have metal buildings. The applicant has indicated that the building is for the exclusive use of house vehicles, recreational equipment, and tools. The proposed building would be compatible with other accessory buildings in the area. 5. Conclusions Staff finds that the standards for a conditional use permit and certificate of compliance have been met or can be addressed with the changes discussed in the staff report. We have included conditions in the draft resolution to address these issues. 6. Recommendation Move to adopt the resolution approving the conditional use permit. Attachments 1. Resolution approving Conditional Use Permit 2. Site Aerial Location Map 3. Survey dated April 25, 2013 4. Survey dated April 19, 2013 5. Preliminary Plans dated April 19, 2013 Funfar CUP (13 -009) 4 June 27, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -030 Motion By: Seconded By: June 27, 2013 A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR SHANE FUNFAR FOR A NEW ACCESSORY BUILDING AT 22730 WAGON WHEEL LANE (PID 32- 119 -23 -34 -0006) WHEREAS, Shane Funfar has requested approval of a conditional use permit to allow a new accessory building that exceeds the maximum sidewall height on the existing lot legally described as follows: East 505 Feet of West 1155 Feet of North 365 Feet of Southeast 1/4 of Southwest 1/4 Except Road, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the conditional use permit a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a conditional use permit, subject to the following conditions: 1. A conditional use permit is approved to allow an accessory building, in accordance with the application received by the City on April 19, 2013, except as amended by this resolution. 2. A certificate of compliance to allow metal roof and siding on this accessory building is also approved as part of the CUP: a. The applicant must provide material cut sheets to ensure that the proposed roof and siding complies with the standards in City Code Section 1060.050, Subd. 1.D. 3. The accessory building is for personal use. No commercial or business use is allowed. 4. No residential living unit is allowed in the accessory building. 5. A building permit is required prior to beginning construction. 6. Prior to issuance of the building permit, the applicant /landowner must: a. Submit a revised survey showing the new landscaping and driveway from the accessory building to the current driveway. The plans must show landscape details. b. Record the approving resolution at Hennepin County and provide proof of recording to the City. c. The applicant must comply with all conditions in the Metro West Inspections Service's memo dated May 1, 2013. d. Electronic files of the plans shall be submitted to the City in AutoCAD format. Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -030 June 27, 2013 e. Submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. 7. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE Guenthner, Ken Asleson, Rich n Cossette, Tom Lynch, Diane Thomas, Ron VOTING NAY Guenthner, Ken Asleson, Rich n Cossette, Tom Lynch, Diane Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 27th day of June 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal .+) • .- r. • :. 111 ro m E a O v 0 v z Gregory Funfar cc z ( � Z cc z u. Y I- 0— 0 OW C^ >� ( LO Z 0- u) Tax District School Dist: 0 0 Watershed Dist: O. Parcel Area: Torrens/Abstract: Abstract Unplatted 32 11g 23 Tax Data (Payable 2013) ro v L0 c .rod. N ta Cki -p d N W 0 n (N0 vi CC 1 Market Value: a I Bc U W U O. O v d v 73 73 GO 22 TB FP GYW OHU EW LA' Denotes Tcic.Comm. BoxPcd Denotes Flag Pole Denotes Guy Wire Denotes Overhead Utility Line L.- 23 0 0 4f LEGEND LP Denotes Light Pole E0 Denotes Electric Outlet CO Denotes Septic Field Clean Out MB Denotes Mailbox PIN Denotes Pine Trcc UP Denotes Utility Pole • Denotes Found Monument - As Denoted Denotes Existing Contour 0 Denotes l/2" by I4" Iron Pipe Set and Marked by License No. 40344 a sa83 699!4 FENCE TIES ARE SHOWN ON THE 6996.0 �/' `°� ' /x �( 6.006.8 SIDE OF THE BOUNDARY LINE THAT • 598.8 $ 4.1 THE FENCE IS LOCATED ON .999 a r' x 100 -'3, `\ 6 wO •1o=zo rtoo2- a / a- 4 T �'`-r 8 .. .. :: K /+ \ H I^ L. E S v/ / ......,/ ' � ----- \ \ �i �e -' ▪ it �s0 NCE IN DIS- R)<PAIR ' / 0 58 ° 51'0 "W 505' ^2 1003.0 t 201 yM�0.0 tr°aa ,aT..5 I 0 1005. a,__' o ,n::, . ai a3 1JOSS 10006 / q1 J TM UN OF TH NORM 385/FEET I I / / / M ; / / ! _ J/ 7 ' I // ' ^ \ - / / .!202.3/ 25 / I l y.6a17.8 / / / ' -,\ 40.0 'l t 5 1003.3 / 2')SOIOnt.t yI / J• 4//�' \\ p PROP D�. EE i �.5 1 f. "toot.] x16/ I 1 ( !%%-✓ /J i wncoN t. .tp.7 .� f / 1001.4 // I 1R ]4- / /.\ 1, WHEEL WAG, 1 I / 7� 7 7 , ^, efSi������i{ \ \/ / ` ° / otos a „zs� �,atea to .o�.. .0 - - --roo3�_. --� / ) // fie 4101 rnOlr 1 €''`7nsc (Z0 • _ "\ Zia ...33.../// t /s/ d / 016516• :sic 1REE 20' 1 101 - r - _L- 1[31.0 1027.9 O Rid R" 1000.3 e C V ! IL I S 1004 p F0 NCE IN DIS- REPR t� M1.7 O °J5 L0i,..f %2. OPEN \ 1 \\1 1 \ R 1 \ 1 61004.9 \ 1` 25 \ - \ 61634.7 '' I " \ I Area Information : Lot Area= 182,125 Sq. Ft. - 4.10 Acres 61001.1 ,DOZ.4 \ \ Current zoning and setback information: J // / ;�/ // / / / / -, j i / .41014.3 ! 10016 ' fyec3.a �1rrrr...6����/V / / ! • 0}.9 / /101 1 -too, ,,//////// / 1 Ivor / 76.9 //--- -i -F r •, I \ l �/ `` ` 'Q�, a :24 �--T1o0E.1 1 J"� -1 \1015.2 x,OLZ --_- / j 1085.7 r, 01 / f 703 / / 1 f \ 3 \ \,...o. = or -g` ^I J/ / f it , / I f / f 1 61 / i r ° " / s,e _s m \ �-°0 - 3 - - +-/ i \\.- n� '' I ' // 1 1016.6 016.1 10150 ..--� \ /x01.' 1 / i= o°Fl�y / �_- -- / �J \ /' 1 r, ` 6 S ( •/ 1 / 81p / i / 81018.7 / / 6t e!7, +1016.5 /1029 - \//' \` 61019.8 L \ y, - 1032..•1 1.14 91(474 l 81217.6 ▪ • 1014.0 1 (idol. j .,001.0 r NAAR- SFP77C I'� - -- D NOT 913011E AT Crf 7770 OF 791E SUNH7 "4:14.3 aD ion ? I I \ 1 \ "1000.8 cl 1 \ I 11 I \ I 1 1 „F THE WEST 1155 FEET 1 I1 1003.8 j1 H Fl. 01 I 1 y ti BOR11iG . I 1 ` 610:1.4 62 I 1 1, 1 i I 5 �\ \ 1 1 1 11 / 3 Benchmark: MN.DOT Geodetic Database Station name: 2722 P Reset 2012 Elevation: 1030.533 (NAVD RR). ot3.a 1 +1701.5 10.11 .34 6, Q \ I 004.6 1 1. I 1 Oq Tit f60R,4i 355 FEET. �� / 0 / \ / / 1013.8 / f \ ' ▪ W ar- \ ( , \ x,070.6 \\ ��\ 1// // \ 1 Oc \\ 50l0l1. 0RIN01 I \ \'8 /' / n) I ' \.,, ,` \ ,, / / [ �'fOD1.0 / M 6 \ Tf ;i SSE 14 OF THE 0;11;4 OF x,00.1 t�' C E I V 1 ( 61010,007.3 \ \ . , ,013.5 I III I \\ 6,0,4.1 \\ I// 11l►f' *?'4III \\ \\ \\ 6� I �\ A- I` 20300.9 \ \\ / /% 61006.0 1 `\ I I \ \\ \ \ 611/J3S1 / 25 ,/ / \ \\ \_ \\' SECT1O[ /\ 2 hOYsc„f;IP 119, RANGE 3 cn.6 / 1atzl 1 \ - - -7- / // - I/ // n // / / C8I601.1 SITE ADDRESS 22730 Wagon Wheel Lane, Corcoran, MN 55364 DESCRIPTION 011 SUBJECT PROPERTY East 505 feet of the West 1155 feel of the North 365 feet of the SE 1,4 of the SW 1/4 of Section 32, Township 119, Range 23. Hennepin County. NOTES Tbis survey does not purpon to show all underground utilities. The source of information from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. Flowever. lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required. the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages raising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651 -454 -1002 for precise ensile location of utilities prior to any excavation. No Title Commitment was received nor was relied upon as to matters of record. The subject property appears to lie within Zone X, (arca of areas outside the I percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths arc less than 1 foot. areas of 1 % annual chance stream flooding where the cannibuting drainage area is less than I square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths arc shown within this 200e. Insurance purchase is not required in these zones.), per the National Flood insurance Program, Flood Insurance Rate Map Community Panel No. 27053C0153E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. 61001.2 1001.6 Zoning: Urban 0010150 Building Setbacks: Major Roadway Front Yard -100 feet Minor Roadway Front Yard - 50 feet Front Porch -40 foot Rear Yard - 30 feet Side Yard - 25 feet I x1007.3 Building Height: 35 feel ' ',Zoning and Setback information provided by the Planning Department of the City of Corcoran. / Survey coordinate and bearing basis : Hennepin County No modifications to this surveyor sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. This drawing and data is protected by federal copyright lbw s. 10 reproduction and redistribution without proper consent is prohibited. r `. - 035.z ®1020.2 /. 60110 LNE OF_3i4 NOR1H 365 FEET 10t0.5 61018.6589651'09 "W / 61018.6589651'09 "W 199.756 t014.a , UP /ni1s.t1 / \ 1614.8 ,014.1 fl5.s / 916 6 t014 7 1 A Y 1 G R AV `E„L R 5 6'.o 0015.0 / ,ots.a \021.6 � \ / / / 014- REPAIR \ 3- / IOtt.6 �FEONCE [0201 .;.z \\ 41012.5 / ` 6itoID.1 / YW iG1,.5 a / 1 - -- r u 5.2'{ 61ato Onv 1611.8 125.57 R =60.00 \ A= 119 °54'25" C= 103.87 \C.B.= 589 °51'09 "W 012.0 1024.5 1012.9 \1NAG WE -EL `LANE 1019 2 10,6,7 1013.8 021.6 1011. 1028.1 105,.4 FIELD CREW JDV DRAWN BY JML CHECKED BY DBP DATE NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT 15 STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST INC 's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE- BERGQUIST INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 1011.5 011.4 1011.4 \ 7 • ` T 2.6 0 4009/4- 30 15 0 15 70 60 SCALE IN FEET u 11007,5 1 ` 6,0-4.0 SOOTN LNE OF 1HE NORTH 365 FEET 81017.0 589 °51'09 "W 201.39 61004.6 ab Bt9AL `N SATHRE - BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476 -0000 C05 0 x1605 6 •1,05.5 c�E NORTH TWP.119- RGE.23- SEC.32 HENNEPIN COUNTY BOOK XXX/PAGE XXX CORCORAN, MINNESOTA I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that l am a duly Licensed Land Surveyor under the laws of the State of Minnesota Dated this 121h day of March, 2013. SATHRE- I3 €RGQUIS , INC. Ax)A David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 FILE NO. CERTIFICATE OF SURVEY PREPARED FOR GREG FUNFAR 26535-001 03 -12.13 TB FP GYW OHU W m� Denotes °Tele /Comm. Box/Ped Denotes Flag Pole Denotes Guy Wire Denotes Overhead Utility Line ti W FENCE TIES ARE SHOWN ON THE SIDE OF THE BOUNDARY LINE THAT x 899.8 THE FENCE IS LOCATED ON 4* x 998.8 LP Denotes Light Pole MB Denotes Mailbox . UP Denotes Utility Pole . 980 Denotes Existing Contour 140650 _ ®1000.6 100.0.6 x1001.3 r„f 1003.6 1 3.9 x 1005.8 O te x 998.0 x 998.3 l/ 1000.5 X 9991 LEGEND EO Denotes Electric Outlet PIN Denotes Pine Tree • Denotes Found Monument - M Denoted O Denotes 1/2" by 14" Iron Pipe Set and Marked by License No. 40344 . ICE IN eRratR ....... f� t / / 4'004.5 . // / i / r -- ../ / / FL 1 x 1002.3 / -77--- f.._ 1"x0078 1 / .2 1 s.4 // . ,REE . 008.0 tii 1009.5 OF x008.3 j 1 1 1003.3 r 1i. / / x 1001.41 1 I W 50 0 7004.1 x1002.5 r- t00Z""' HAS�.ES i/ / 5.' 2 1003.0 1 20 NORTH .385/FEET /. / 1 1.. 1 1 1 / x1003.3,1 016.1 8 L 016.7 1016.8 10' •.0 o IREE)0 -14 1• O1t *11015.7 015.9 1 0 Ina 1016:6 l t.Ustr . ksri 016.1 32')(SL• Not /'oS / 1016 ) % i x 1013. 1015.6 1 1 1 1 5.4 1 1 EAST 505 Fes' x 1013. 1 1'09. o. I. I E{ 1 . Or HE !ire : I I II xi 1 1 5.7. pR0 n AKi© 1015.5 4.3 X1001.8 ..y %7 1 x 1000.3 R N E R ` x1001.1 ?8.1f x1001.0 ATE SEPTIC .. NOT Walt AT llAir Or 77E SURIEY { lx 1001.9 tt�' 1155 FEET 1 tot 1003.8 ttioelomtio 1 ' 1 1 I e• 1 1 1 X 1000.8 x 1001.4 . V \_ • oN0 V � 10 a .r_ 0 '70t2: M- -- 1013.9 ' x 1016.5 a2 Ausigi1.. ' Pi LS'- 1 I v� .3 -8)1,C..04111.5 5 �7'Ree 9•?.L: O ) '. x1016.5 1 1 1 1 1016.3 1 1 LP * 1 1016.0 ..iQ15.9 \� ' �♦ \ 1`\ 1016.0 , IMARY STRIXIBRE €6188% UNE -4014:0 LP 1019.8 10E0.2 1019.5�"019.1f 1p18.7 i$ . 1 1 10181 GRAV`t�. S- AN AG 1 x1019.4. >. x.1019.3. / • . . 1015.2 ...... SOUTH UNE OF„..THf NORTH 365 FEET x 1017.8 1007.3 1015.9'. x1FOP158 012.1 x 1016.8 SW :.51'09 "W 199.75,c 1014.8 1 ■ 1014.8. 1014.1 x 1031.0 FIELD CREW .IDV DRAWN BY JML. CHECKED BY DBP DATE 03-12-13 NO. BY DATE REVISIONS 1 1019.2 � 1015.1 . 1018.5 R_ diThi AY \ N. ■ %. //1 \\ / N. x 1003.3 /: . • N. 25 "007.8 x SECTION\ 3`, TO Nd `r' .'�1P .119, RANGE 23 / ■ 1006.8. \ \ ' / / \v / / 1 ?;I. / / / / ` *10044 c ib06.1 F8°??;/4. 90! 100755 SOUTH OF THE 402 365 FEET 1 t 89 °51.'09 "W 201.39 1000.4 x x 1001.8 x 1001.2: x 1001.5 FENCE IN OM- 0 0 4 _4004.7 x 1004.9 • ♦ ,1° ♦ .. , ♦ r 002.0 1 /4 OF THE SWI /4 OF x 1004.5. \ -� x1004.7 x 1002.4 x 1001.6 / I. j `1 mit 011.6'• 1oos.2 010.1 ` 1011.5 10 io L t 1011.0 • 1015.2 1011.8 125.57 R =60.00 :L1 =1192 54'25" C=1 03.87 V. B.= S89° 51 '09"W 012. 1012. WtI EEL "1016.7 . 1 X 1007.0 / x10046 x 1002.3 { 1 /I / O. M . x 1003.7 0 0 N 0 / cn / f 1006.0 1005.0 x 1005.5 x 1005.6 NORTH SITE ADDRESS 22730 Wagon Wheel Lane, Corcoran, MN 55364 DESCRIPTION OF SUBJECT PROPERTY East 505 feet of the West 1155 feet of the North 365 feet of the SE 1/4 of the SW 1/4 of Section 32, Township 119, Range 23, Hennepin County. NOTES This survey does not purport to show all underground . utilities. • The source of information from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all . exisdi* utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651 -454 -0002 for precise onsite location of utilities prior to any excavation. No Title Commitment was received nor was relied upon as to matters of record. The subject property appears to he within Zone X, (area of areas outside the 1- percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees: No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No 27053C0153E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site: Area Information : Lot Area =.182,125 Sq. Ft. - 4.18 Acres Current zoning and setback information:, Zoning: Urban Reserve Building Setbacks: Major Roadway, Front Yard 100 feet Minor Roadway ` Front Yard 50 feet: Front Porch - 40 feet Rear Yard - 30 feet Side Yard - 25 feet: Building Height 35 feet *Zoning and Setback information provided by the Planning Department ofthe City of Corcoran. Survey coordinate and bearing basis : Hennepin County No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. This drawing and data is protected by federal copyright laws. Its reproduction and redistribution proper consent is prohibited. Benchmark: MN/DOT Geodetic Database Station name: 2722 P Reset 2012 Elevation: 1030.533 (NAVD 88). I hereby, certify that this survey, plan • or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws ofthe State of Minnesota Dated this 12th day of March, 2013.. SATHR BERGQUIST, INC. . 1 • IUD on.� David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 ECM 9at3 r∎ rr. rr .r...•••..rr.11•r.11M;4•10r.Nr.r.r•11.011s■1r OMNI USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE- BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION.. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY: SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEG TE USER OR PARTY .LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RES TING FROM ILLEGITMATE USE. 30 15 0 15 311 60 SCALE IN FEET s4RL. ° SATHRE- BERGQUIST y INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 TWP.119 - RGE•23 SEC.32 HENNEPIN COUNTY BOOK XXX/PAGE XXX . CORCORAN, MINNESOTA CERTIFICATE OF SURVEY PREPARED FOR GREG FUNFAR t 3 -861 FILE NO. 28535 -001 4 ) 'C. r / 4 4 , Nit rt. 14- ---g-1 .4% / I I 1 I I I , ! • : ■ ,314141 1 . ' —I. • ; • A • i I ! I ' -1- I , ‘.I ■4../1 ! .. 1 / I I I _ .._ __ 1—ti 1 „I i I. ! ; .._.......,___ _ ,. 1 .1 '• , 1 .. ; ._, -... ci . ; , „,,. 1 gu i i , , : 1 1 1 i , i _ , 4 ; ; t I ! 1 'I i ....S! ! . 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' / ! ! �| � ! | / � . � � Agenda Item 10.c. • • • • L A N D F O R M • • From Site to Finish • • 105 South Fifth Avenue Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: June 20, 2013 for the June 27, 2013 City Council Meeting RE: Request for Topography Exemption and Wetland Delineation Exemption for Triden Property at 23425 County Road 117 (PID 06- 119 -23 -11 -0006) (City File No. 13 -015) 60 -DAY REVIEW DEADLINE: August 2, 2013 1. Application Request Noel and Carole Triden are requesting approval of an exemption from the following survey requirements: a. topographic survey b. wetland delineation The 56.46 -acre parcel is currently platted as Outlot A, Triden Ridge Estates and has one development right remaining. The existing farmstead is located in the northwest corner of the property. The applicant is planning to request preliminary plat approval to plat the parcel into two pieces as part of their estate planning. Section 930.020, Subd. 6(B)2 of the City Code allows the City Council to waive the topography requirements for lots greater than 3 acres and the City Council has previously granted exemptions from the wetland delineation requirements. 2. Context Zoning and Land Use The property is zoned Rural Residential and is guided Rural / Ag Residential. Surrounding Properties The surrounding properties are all zoned Rural Residential and guided Rural / Ag Residential. Natural Characteristics of the Site The draft 2030 Comprehensive Plan shows potential wetland in the northwest corner of the site. No new development is proposed in those areas. Landform', SensiblyGrcen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 3. Analysis of Request It is the applicant's desire to subdivide the property to create a 10.2 acre parcel for the existing farm and a 46.26 acre parcel for future development. The Council may wish to comment on the concept plan, but any comments are advisory only and would be non - binding. The development rights map shows 1 development rights remaining on the parcel. It does not appear to have wetlands on the eastern parcel, but the National Wetland Inventory shows a potential wetland on the northwest corner of the site. The only time to obtain easements over wetlands and required wetland buffers is at the time of platting. Therefore, staff recommends that a wetland delineation be completed at this time. • While no new development is proposed for the existing farmstead, staff recommends that a wetland delineation be completed in order to provide the required wetland buffers and setbacks. Staff recommends approval so the topography waiver, based on the finding that the request for the exemptions is reasonable if a topographic survey is provided with the building permit for the area where new development is proposed. If the exemption is approved, the applicant would proceed with a preliminary and final plat to allow subdivision of the property. 4. Recommendation Move to approve the topographic survey exemption, but not the wetland delineation exemption for the reasons outlined in the staff report. Approval of the exemptions requires a 3/5 vote of the City Council. Attachments a. Resolution Approving Topographic Exemption b. Site Location Map c. Applicant's Narrative d. Applicant's Concept Graphics Schmid Topographic and Wetland Exemption (12 -016) 2 September 27, 2012 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -31 Motion By: Seconded By: June 27, 2013 A RESOLUTION TO APPROVE A TOPOGRAPHY SURVEY EXEMPTION FOR PROPERTY LOCATED AT 23425 COUNTY ROAD 117 (PID 06- 119 -23 -11 -0006) WHEREAS, the applicant has requested an exemption from the topographic survey and wetland delineation requirements for a preliminary plat as allowed in Section 930.020, Subd. 6(B)2 and 3 of the Corcoran Subdivision Ordinance and the survey requirements in 1070.020 of the Corcoran Zoning Ordinance for property legally described as follows: Outlot A, Triden Ridge Estates WHEREAS, the Corcoran City Council reviewed this item at their meeting on June 27, 2013; and NOW THEREFORE BE IT RESOLVED that the Corcoran City Council approves the topographic survey exemption based on the following findings: 1. The 56.46 -acre property has 1 development right remaining. The property has one single family home on the 56.46 -acre parcel and the property is currently farmed. At this time there is no new construction proposed. 2. A wetland delineation shall be required with the preliminary plat. If there are wetlands on site, the applicant will need to provide wetland buffers, buffer setbacks and buffer monuments if required by Section 1050.020 of the City Code. 3. A topographic survey shall be provided prior to any new construction for the area immediately surrounding any proposed construction. 4. The existing use is consistent with the City's Comprehensive Land Use Plan. 5. The use is generally consistent with the Zoning Ordinance and Subdivision Ordinance. 6. No other exemptions or variances are granted. 7. Granting the topography and wetland delineation exemption neither grants nor implies approval of any plat. VOTING AYE Guenthner, Ken Asleson, Rich n Cossette, Tom n Lynch, Diane Thomas, Ron VOTING NAY Guenthner, Ken Asleson, Rich n Cossette, Tom n Lynch, Diane Thomas, Ron Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -31 June 27, 2013 Whereupon, said Resolution is hereby declared adopted on this 27th day of June 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal Hennepin County GIS - Printable Map HInteractive Maps Page 1 of 1 Property Map Parcel 06- 119 -23 -11 -0006 ID: Owner Name: Noel L & Carole M Triden Parcel 23425 Co Rd No 117 A -T -B: Abstract Market $570,300 Total: Tax $5,659.72 Address: Corcoran, MN 55374 Total: (Payable: 2013) Property Farm Type: Sale Price: Home- Sale Homestead stead: Date: Parcel 56.48 acres Area: 2,460,221 sq ft Sale Code: Map Scale: 1" = 400 ft. Print Date: 6/20/2013 This map is a compilation of data from various sources and is furnished "AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2013 A TYunk Green." http: / /gis.co.hennepin.mn.us /Property /print/default.aspx ?C = 450516.9262000001,4999835.... 6/20/2013 Description of Project Subdivide 56.46 acre property at 23425 County road 117 into two properties. Property #1 — 10.2 acres. This property will include all existing buildings. Property #2 — 46.26 acres of farm land. Notes: The sole use of this subdivision is to transfer ownership of existing home and outbuildings from Noel and Carole Triden (parents) to Jan and Tom Pouliot (daughter and son in law). There will be no change in the use of this property and no new buildings, driveways, etc. Because there will be no changes to the property we're requesting a Wetland Survey waiver and a Topography Exemption. Go3gleearth miles km 200 A c_16,„-\-\-,,, ©Cia. 400 L:2=43,1? Agenda Item: 10.d. • • • • L A N D F O R M • • • • 105 South Fifth Avenue Tel: 612 - 252 -9070 Suite 513 Fax: 612 - 252 -9077 Minneapolis, MN 55401 www.landform.net From Site to Finish TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: May 30, 2013 for the June 27, 2013 City Council Meeting RE: PUD Sketch Plan for Lennar Residential Development Concept Plan at Gleason Road and County Road 101 (PID 36- 119 -23 -13 -0007, 36- 119 -23 -13 -0005, 36 -119- 23 -14 -0005, 36- 119 -23 -14 -0003, 36- 119 -23 -14 -0006, 36- 119 -23- 41,0002, 36- 119 -23- 41 -0003, 36- 119 -23 -24 -0001, 36- 119 -23 -21 -0001) (City File 13 -007) 60 -DAY REVIEW DEADLINE: NA 1. Application Request Lennar has submitted a PUD sketch plan and request to initiate an EAW for approximately 437 single family detached homes on 264.65 acres. The EAW materials are still incomplete, but will likely be scheduled for the July 25th Council meeting. 2. Planning Commission Review The Planning Commission met and discussed this item at their meeting and generally expressed support for the sketch plan and indicated a desire for more detail to be provided in the next phase. There were several residents from Hunter Lane present at the meeting to express concerns about access. One resident asked that Hunter Lane not be connect to the future Gleason Road extension or that a connection be limited to an emergency vehicle access. He also asked that if the road extension is approved that construction traffic be prohibited on Hunter. Commissioner Thies noted that she was on the Council when that subdivision was approved and the road connection has always been planned. A resident questioned who would pay for upgrades to Hackamore Lane. Staff noted that the decisions about financing have not yet been determined, but that we were working with the City of Medina on a Memorandum of Understanding for construction improvements and maintenance for that road. A resident questioned how density is calculated. Staff explained the density formula in the City Code and how it relates to the Comprehensive Plan. Joe Jablonski from Lennar was present to answer questions. He also asked the Commission if they were okay with the proposed density, which is less than the Comprehensive Plan goals, and the proposed lot sizes. The Commission responded in the affirmative. Landform', SensiblyGrcen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. • • Chair Jacobs noted that he would like Lennar to work with the existing topography and try to save significant trees rather than simply grading the whole site. 3. Parks and Trails Commission Review The Parks and Trails Commission met and discussed this item at their May 21st meeting and generally expressed support for the sketch plan and indicated a desire for more detail to be provided in the next phase. 4. Context Zoning and Land Use The property is zoned RSF -2 (single family residential 2) Rural Residential and is Low Density Residential, which is planned to be developed at 3 -5 units per acre. Surrounding Properties The surrounding properties to the west and northeast are guided Existing Residential and zoned Urban Reserve (UR). The property to the north is zoned RSF -2 and UR and guided Low Density Residential and Agriculture Preserve. The property to the east (across County Road 101) is located in the City of Maple Grove. The property to the south (across Hackamore Road) is located in the City of Medina. Natural Characteristics of the Site The 2030 Comprehensive Plan shows a number of wetlands scattered around the site. A High Quality Natural Community (maple basswood forest) is located in the northwest area of the site. 5. Analysis of Request Sketch Plan The sketch plan shows 437 single family homes on 264.65 acres (approximately 212.59 net acres). The site plan does not include a calculation for net land area (gross land area minus wetlands and areas below the 100 -year ordinary high water elevation. For proposed developments, net acreage is based on the predevelopment conditions of the site. Existing public streets are deducted from the predevelopment land area.), but the staff has estimated that the density is approximately 2 units /acre where 3 -5 units per acre are planned in the adopted Comprehensive Plan. The developer should provide the net acreage and gross acreage calculations with the PUD preliminary plan. Lot Size The sketch plan shows residential lots in three sizes: 60 -foot wide lots, 65 -foot wide lots and 70 -foot lots. No lot areas are provided at this time. Lennar PUD Sketch Plan (13 -007) 2 June 27, 2013 • • The RSF -1 zoning district typically requires 11,000 square foot minimum lot size and 80 -foot minimum lot width. The PUD zoning allows flexibility from the standard lot sizes and the applicant has requested PUD flexibility to reduce the minimum lot sizes. Housing Styles All of the homes in the development will be single family detached homes. The developer has provided some examples of the types of homes that will be provided, but no specific house plans have been chosen. This is the first development that is proposed on the City Zoning Ordinance that was adopted in 2011 with design standards required for single family homes. It is unclear whether the proposed homes will meet these standards or PUD flexibility will be requested. One specific area of interest is the proposed "NextGen Home" that Lennar is proposing as an option in this development. It is a single family home with an accessory dwelling unit. Lennar has indicated that less than 20% of the homes in a neighborhood typically chose this option, but allow a lifecycle housing opportunity. There are examples of this type of home in other Lennar neighborhoods and the City could allow this type of unit by right in the PUD. Allowing the unit type may allow an opportunity for the city to evaluate how the existing accessory dwelling unit standards might be modified. The Commission should comment on the desirability of this housing option within the development. Utilities Municipal sewer and water are not currently available to the site and would need to be extended to service the property prior issuance of building permits. The City Engineer completed a feasibility study to show how sanitary sewer and water could be extended to the site. All utility facilities, including but not limited to telephone, CATV, natural gas and electric power, shall be located underground Wetlands The wetland delineation and wetland mitigation plan has not been provided to the City. It is staffs understanding that this work is still being completed. ECWMC is the LGU for the Wetland Conservation Act and they will review and approve the delineation. The subject wetlands are not all ranked on the National Resource Communities Quality Rankings map. Therefore, the applicant must complete a MNRAM report for the City to review and approve of the ranking to establish wetland buffer requirements. The sketch plan does not identify wetland buffers or setbacks. If mitigation occurs, a mitigation plan must be submitted for review and approval and Elm Creek Watershed District approval must be obtained. All wetlands must be blanketed by a drainage and utility easement. Ponding Lennar PUD Sketch Plan (13 -007) 3 June 27, 2013 The proposed sketch plan identifies a number of ponds throughout the site. The ponding must provide treatment and rate control. The ponds will need to be blanketed by a drainage and utility easement. Maintenance of the ponds will be the responsibility of the homeowner's association. The ponds and wetlands are all located in outlots. Access The main access to the site would be from Gleason Road. Gleason Road would connect from County Road 101 on the east to County Road 116166th Avenue on the West. This is shown as a minor collector street in the City's adopted Comprehensive Plan. It appears that the applicant will be requesting that a portion of the existing rights -of -way for Gleason Road and 66th Avenue be vacated to accommodate the new road alignment. A secondary access is proposed on the south at Hackamore Lane. As noted in the City Engineer's memo, the north end of Hunter Lane is stubbed to this property and should be extended to connect with the new east -west parkway (Gleason Road). Whitetail should be improved to ensure adequate fire access. The plan includes many local streets with cul de sacs. The fire chief has raised concerns about access and snow storage. Staff recommends that islands be provided within the cul de sacs to allow snow storage. The maintenance of such center islands shall become the responsibility of a Homeowners Association for the subdivision. The pavement width between the outside curb of the turn - around and such island shall be a minimum of 28 feet wide. The Subdivision Ordinance requires street lights to be installed at all intersections and at other locations, as required by the City Engineer. All street lights within new subdivisions in the urban area shall be on ornamental poles with underground electrical service, and shall conform to City lighting standards. Landscaping A landscape plan has not been submitted at this time. The development will need to comply with the one overstory tree per unit requirement. A tree preservation plan will also need to be submitted for review and approval. Signage No signage is being proposed at this time. If development signage is to be provided a signage plan with sign details must be submitted for review and approval with the preliminary plat. The existing billboard at the northwest corner of Gleason Road and County Road 101 /Brockton Lane must be removed prior to construction of the new entrance. Additional information about this removal must be provided by the applicant with the preliminary plat. Lennar PUD Sketch Plan (13 -007) 4 June 27, 2013 • Parks, Trails and Sidewalks The applicant is proposing dedication of land in the northwest portion of the site as public park. Additionally, they are proposing a private park in the center of the site and a number of both on- and off -road trails. This is the area where the Comprehensive Plan shows an OSP park and a Neighborhood Park and dedication of these parcels would generally be consistent with the Plan. The adopted 2030 Parks & Trails Plan also shows an on -road trail on County Road 101, Hackamore Road and Gleason Road. There are a number of off -road trails shown on the plan as well totaling approximately 2 miles. Staff notes that Hedtke's Hackmore Homesites subdivision to the west includes unimproved right -of- way for a future of extension of 63rd Avenue into this site. Staff does not recommend extension of 63rd Avenue as a public street, but does recommend that the plans be revised to provide a trail /emergency vehicle access over that unimproved right -of -way into this site. This would require some adjustment of the lots in the Lennar subdivision but would provide a good trail connection within and through the project. The sidewalk locations should be reevaluated to ensure a convenient pedestrian route. There are several areas where the sidewalk alternates from one side of the street to the other. This is unsafe and inconvenient for pedestrians. • Staff notes that Medina has trail right -of -way on the south side of Hackamore Road. The Commission should discuss whether a future on -road trail (within the right -of -way) would also be needed on the north side. • The Commission may wish to comment on areas where any additional trail connections should be provided or where locations should be adjusted. Under the current ordinance, park dedication is required at 10% of the net land area. In this case the sketch plan shows 212.59 net acres, which would require park dedication of 21.259 net acres. Credit would be given for dedication of public park, public trail easements and may be granted for up to 20% of the net area of a private park. At this point, we do not have data regarding exact areas, but it appears that the land dedication currently proposed may meet or exceed the park dedication requirements. The City should accept park dedication in the form of land where shown on the maps. The City may accept cash -in -lieu of land at 10% of the value of the land with a maximum rate of $3,000 per unit for each new unit located outside of the MUSA (Metropolitan Urban Service Area). Cash in lieu of land would be $3,000 at the current rates (1 x $3,000 per unit). Next Steps The City Council is tentatively scheduled to review the EAW at the July 25th meeting. If the City Council finds that the EAW is complete, they will order it complete for distribution and comment. Following the EAW process, the applicant may request approval of a PUD, rezoning to PUD and plat. Lennar PUD Sketch Plan (13 -007) 5 June 27, 2013 • 6. Action • The applicant is requesting comments on this sketch plan. Any comments given by the City Council are advisory in nature and non - binding. The applicant will consider the comments from the City Council when they prepare their formal submittal for preliminary plat and PUD development plan approval. Attachments a. 2030 Park & Trail Map b. Site Graphics c. City Engineer's Memo dated May 30, 2013 d. Building Official Memo dated May 21, 2103 Lennar PUD Sketch Plan (13 -007) 6 June 27, 2013 _11- 11- 11- 11- .1- .1 =11 =11 =11 -11M . - n- 11- .!-11- ..- .1 -n -.1 1, -, _ - + . -+ I 1 O'SP-' -' 1 ,� 1_I 1 : i ,l '''':' - ' �;�;' •] 1 m. g. 1 n ♦,T i 1: f , 11 L, L � • I- - ,1 y -•CP 11. -_ -S • 1 • , 0 W L la ,, milItiorpirmi mil ;um Eli • 1111 r: 9. 111111111 IIIIII 10=11111 P z.. III till I. Es , • 1 !'•• te 1 ,1 .5 31 0 ROAD w , J CI. • 'Z$ ' U - / - _, 4 1 a-- 0413 E AD „, US, _ -r' 11� R FK 1 1 1 �I 1 - -,r, = =' 1— , 1 .�Irn1 '•,3, • t ,J • P °24.740'4•1111411(i* ■■ -i t wF -` _ - /SCOTT' • LAKE • • , K r ,4 ,,sioss1�ossine .,3 LARKIN - JUBERT , - - - Co - , LAKE ',OSP 1= -,`,. -_ - -,, 1 s . 0 0 z J .,- _Ili_'- ' ` 1 1 - 1/' 1 1 1 - -' 1 ', HORSE` OE Tf2F • • f -1'_ • �s� ▪ �J ,'/ • 11`r.Q 1 � O 1 • • • OSP , r _ 'iGLEASON ROAD • t ----li--- r_ -_ `�\ \ _ 1 1,1 4 1 ■m11 i !! e. m..=a1- 11- n- 1..Ti1-11- 11- i1- 1.- 11 -.1•- 11x11- 1∎ ∎11- 11 -1. -n= 1M.1 =nMn =11 =1I Figure 12 GORCORAN Parks & Trails Plan 2030 Comprehensive Plan W4P4`E 3,000 1,500 0 :=111.1. City Limit 2030 MUSA Open Water Wetlands Existing Parks and Trails Regional Trail Existing On Road Trail Community Park City Hall /Memorial Park Existing Ball Fields /School Property Existing Park (Private /Lion's Park) Golf Course Proposed Parks and Trails Proposed County Bike Trail Proposed On Road Trail Off Road Trail Off Road Trail outside 2030 Development Area Horseback Trail Proposed County Road 50 Natural Gas Pipeline Easement Trail (Potential) City Square OSP /Nature Park ASA - Athletic Search Area Neighborhood Park Trailhead Search Area Greenway Corridor (Bonus Eligible Resource Corridor) NISEI - 3,000 Feet *Proposed park and trails locations represent the general search areas for parks and trails. The City will work with developers and landowners to identify the exact location and size of parks and trail alignments as development or park acquisition is proposed. June 2, 1011 4' Bonestroo I:/ 504 / 50408144 /GIS /ComPlan /Maps /Final Maps /2030 parks and trails.mxd PALMILIONIMO 7 DUI . PARCEL ARE, ,1 G6•rn. Jai r1 mon- / OAR* - :. PF ■ Jl I ati Owe I� ctj C. aaC3Dn" 0 aQL3 D G o G7 0 00c � I / c HACKAMORE-ROAD If 300 150 NORTH 150 300 600 SCALE EUEl� SCA IN FEET Ha:Zip CLIENT /DEVELOPER LENNAR 16305 36th Ave N. Suite 600 Plymouth, MN 55446 Attn: Joe Jablonski T- 952- 249 -3014 COCORAN PARCELS PUD CONCEPT PLAN 60 Lots - 165' Lots - 75 Lots - 1 Total - 22 172 243 437 Collector - 80' ROW Residential Streets - 50' ROW 28' B -B Streets 41.5' Cul- De-Sac Fysb - 25 feet Sysb - 7.5/7.5 (on 60' Lifrestyle Units) Sysb - 5 / 10 feet Rysb - 25 feet FILE NO BASE_CORCORAN3 1 DRAWN BY RSM CHECKED BY DATE 03 -31 -13 BY RSM DATE 05 -09 -13 Added Lots, Phasing and Adj Data USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. ROBERT S. MOLSTAD, P.E. Deo Lic. No. SATHRE - BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 COCORAN, MINNESOTA CONCEPT PLAN 041613 GLEASON ROAD (101 & CR47) LENNAR FILE NO. 5401 -655 DAVE PID:36 -1 ARE FAUE PA CEL PID:36- 119 -23- !. 0 AREA:2.83 acres A n I I —�V V I 1 ARCEL 023 -14 -0007 :2.57 acres YATES PARCEL ID:36- 119 -23 - 14°000 8G° '`AR$A:2.50 �c1 .\-/1 V 500 100 ti 0 SCALES IN FE 1 i)£)I-- 9!`.i \L SCHWABLE PARCEL PID:36- 119 -23 -14 -0001 AREA:6.00 acres ROIKC9ARCEL :36- 119=23 -14 -0010 ARE •1.59 acres OLSEN PARCEL P1D:36- 119 -23 -14 -0002 AREA:1,25 acres BOEHM ER PARCEL PID:36- 119 -23 -14 -0006 AREA :1.13 acres FILE NO BY DATE REVISIONS BASE CORCORAN3 DRAWN BY ROM CHECKED BY DATE 03 -31 -13 1 RSM 05-09-13 Added Lots, Phasing and Adj Data USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. PS s Ry 33, SATHRE - BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CITY PROJECT NO. ROBERT S. MOLSTAD, P.E. Data: Lic, N. COCORAN, MINNESOTA CONCEPT PLAN 033113 GLEASON ROAD (101 & CR47) LENNAR FILE NO. 5401-655 NORTH 7 L) / PID: , \-- P•":4%, 'J1AR 23-13-0035k A 41 al-rcs\ N - OLSEN PARCEL KW-6,7,119-23-14-0002 AREA:1125 acres BOEHM ER PARCEL PID:36-119-23-14-0006 AREA:1.13 acres .3A 66 , I '4C 40 • 40 1 D:36-119- MINCIft C13 I ‘3' 50 50 S aLEI !FE- NICHOLS PARCEL PID:36-119-23-44-0012 AREA:5.24 acres Ic FILE BASE CORCORAN3 DRAWN BY ROM CHECKED BY xxx DATE 03-31-13 NO. 1 BY DATE ROM 05-09-13 Added Lots, Phasing and Adj Data USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY, SATHRE-BERGOVIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. SATHRE—BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 470-6000 CONCEPT PLAN 033113 FILE NO, 5401-655 ROBERT S. MOLSTAD, P.E. Date: COCORAN, MINNESOTA GLEASON ROAD (101 & CR47) LENNAR Lk. No. NORTH 100 50 I I n A f1 v1 AI-_ ^1'rr_ -(� I I__ .) 1 L_.) \I i INl_ I r_- r1�-; 1' i— 1 1L_Li I \L._ .� I A t\ A ,1/ \L)r.- flr-k rr IVI\ -11 \L_ 1 A I-. r- 1-r I (-\ n I .L./ i ``lI \\\ \15 ! \� ��- ~� ,I 1,11], 111 b P H ;`2 Yom; \4 ✓. s 'r' A r-^ ITr-^ fl \Jlv!L-..)I ; 6-‘ L _ i L SO 'ARCE , �PID: :8 6 -119 2'=43 - 001 REA:39.26 acres 50 100 200 ■■ ■■i SCALE IN FEET SCHNELL PARCEL P1D:36 -119 -23-44 -0013 AREA:7.81 acres HOGLUND PARCEL PID.36- 119 -23 -44 -0009 AREA:6.84 acres I N HACKAMORE ROAD FILE BASE_CORCORAN3 DRAWN BY RSM CHECKED 85 NO. BY DATE REVISIONS DATE 03 -31 -13 1 RSM 05.09.13 Added Lots, Phasing and Adj Data USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT I5 STRICTLY PROHIBITED WITHOUT SATHRE- BERGOUIST, INC. s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ROBERT S. MOLSTAD, P.E. Date: Lic. No. SATHRE - BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CITY PROJECT NO. COCORAN, M INNESOTA CONCEPT PLAN 050913 GLEASON ROAD (101 & CR47) LENNAR FILE NO. 5401.655 NORTH 1.\-1"*') 100 50 0 50 100 200 aae ®d SCALE IN FEET N _IJ 66TH? rresr 1:!sKasn ''N • y�♦, O. 0-1' • t • GL PIrD r 'r' FILE BASE CORCORAN3 DRAWN BY RSM CHECKED BY XXX DATE 03 -31 -13 NO BY DATE REVISIONS 1 RSM 05 -09 -13 Added Lots, Phasing and Adj Data USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF __ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE- BERGQUIST, INC.s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN. OR SPECIFICATION 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. ROBERT S. MOLSTAD, P.E. Date: Lie. No, 9u`� °� SATHRE - BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 478 -6000 CITY PROJECT NO. COCORAN, MINNESOTA CONCEPT PLAN 033113 GLEASON ROAD (101 & CR47) LENNAR FILE NO. 5401 -655 NORTH FILE DAVE ARCEL PID:36 -1 j23 -14 -0007 ARE :2.57 acres - - -- -- %l /?/ „ ll WETLAND FADE P kik PID:36- 119 - �r.°'� AREA:2.83 acres F t A '- r 4 \_i ■ ROIKf1CPA1.CEL 0:36 -11ij= X23 -14 -0010 ARE •1.59 acres n r--\ I T I — �Li VI1. YATES PARCEL ID:36- 119 -23 -14 -0008 UR$A:2.50 lcres SCHWABLE PARCEL PID:36- 119 -23 -14 -0001 AREA:6.00 acres I 33 r 7- I 66 I NICHOLS PARCEL PID36 -119 -23-44 -0012 AREA:5.24 acres SCHNELL PARCEL PID:36 -119 -23-44 -0013 AREA:7.81 acres KNOtEKPARCEL PID:36- 19 -23 -44 -0008 ARE •5.20 acres OLSEN PARCEL PID:36- 119-23-14-0002 AREA:1.25 acres BOEHM ER PARCEL P1D :36- 119 -23 -14 -0006 AREA:1.13 acres BASECORCORAN3 DRAWN BY RSM CHECKED BY XXX DATE 03 -31 -13 00 200 ❑DO"Od CSC- fI FEET NO. BY DATE REVISIONS RSM.- .05 -09 -13 J Added Lots, Phesingend Adj Data "1. M USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC. s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 4. Oa9 .gy p, N�91 . !.^^1 1C�4 1.10.1 .�. V r 66 Or Ems' Vj- rl gI 66�_ }0,331 JAMES PARCEL PID:367119 -23-44 -0010 ■AREA:5.68 acres 71 HOGLUND PARCEL PID:36-119-23-44-0009 AREA:6.84 acres BRUMMER PARCEL PID:36- 119 -23-44 -0014 AREA:6.85 acres I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. ROBERT S. MOLSTAD, P.E. Date: Lio. No. SL FL SATHRE - BERGQUIST, INC. 'F/ w 150 SOUTH BROADWAY WAYZATA,.MN. 55391 (952) 476-6000 pOP CITY PROJECT NO. COCORAN, MINNESOTA CONCEPT PLAN 033113 GLEASON ROAD (101 & CR47) LENNAR FILE NO. 5401.555 6 7 FILE BASE_CORCORAN3 DRAWN BY derlftt n • Nmeaiwec Drina. PARr.EL cm:3s..9n3sr•4n. rtv;n:,1.671..re6 VOX. NACU. RR a ARE 4. w. a FarkteL ✓ i-▪ ,1 I ViZ3 QI,9 \!%v HEOl E'S RACK LL gel PID'.iEl 751 • -A. HEDTKE'S RA KM(RE HOMES:TES • CHECKED BY xxx 05 -09-13 Added Lots, Phasing and Adj Data USE (INCLUDING COPYING, DISTRIBUTION, ANDWOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE- BERGCUIST, INC .•5 EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE- BERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE- BERGGUIST, INC. RESERVES THE RIGHT 10 HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEOITMATE USE. HACKAMORE ROAD I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. ROBERT S. MOLSTAD, P.E. Date' Lio. No. '1 30„ SATHRE - BERGQUIST, INC, e 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 475-6000 COCORAN, MINNESOTA NORTH 300 150 0 150 300 600 ■.••i SCALE IN FEET CLIENTIDEVELOPER LENNAR 16305 36th Ave N. Suite 000 Plymouth, MN 55446 Attn: Joe Jablonski T-952-249-3014 PHASING PLAN GLEASON ROAD (101 & CR47) LENNAR NORTH 150 150 0 75 150 300 ■®0.11 SCALE IN FEET CLIENT /DEVELOPER LENNAR 16305 36th Ave N. Suite 600 Plymouth, MN 55446 Attn: Joe Jablonski T -952. 249.3014 COCORAN PARCELS PUD CONCEPT PLAN _ . 60' Lots - 22 1 65' Lots - 172 75' Lots - 243 t Total - 437 Collector - 80' ROW Residential Streets - 50' ROW 28' B -B Streets 41.5' Cul -DeSac Fysb - 25 feet Sysb - 7.5/7.5 (on 60' Lifrestyle Units) Sysb - 5110 feet Rysb - 25 feet FILE BASE_CORCORAN3 DRAWN BY RSM CHECKED BY %X% DATE 03 -31 -13 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF 1 RSM 05 -09 -13 Added Lots, Phasing and Adj Data INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC:s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT -- - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. -- — - - - -- - — SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE _. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING - - FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. ROBERT S. MOLSTAD, P.E. Date: Lic. No. SVR SATHRE - BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 COCORAN, MINNESOTA AERIAL OVERLAY GLEASON ROAD (101 & CR47) LENNAR FILE NO. 5401 -655 AO AO Wencl< TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. DATE: May 30, 2013 SUBJECT: Lennar Concept Plan Review Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com 1.0 General The large area in the southeast part of the City will be Corcoran's initial urban development. Several infrastructure areas are involved and will cause a modification of the 2005 plan "Concept Utility Report for Public Infrastructure ", along with associated environmental reviews. The EAW will go to Council for the June 13th meeting; however the start of the public comment period is contingent upon finalizing a few sections. 2.0 Environmental Assessment Worksheet Wenck is working with Landform to prepare the EAW and will forward the language and information to Landform for incorporation into the EAW. Currently we are waiting for the following information from Lennar: • Wetland delineation report and mitigation plan and • Stormwater management plan. Also pending are the results from the DNR for: • Query from the NHIS (Natural Heritage Information System) on the rare and sensitive species and habitats. The sections contributed by Wenck and complete (although a few of the above items may change some language in topics below) include: • Permits and Approvals • Water Use • Water - related land use management district • Water surface use • Erosion and sedimentation • Water quality: wastewaters • Geologic hazards and soil conditions • Solid wastes, hazardous wastes, storage tanks • Traffic • Vehicle - related air emissions • Stationary source air emissions • Odors, noise and dust and • Nearby resources 3.0 Sewer Sewer will be provided by a lift station on the Lennar property (as shown in Feasibility Study) or further north (i.e. south edge of Lions Park). This analysis will be provided to Council at the June 13th meeting. The "Lennar Lift Station" will provide service to the west and of interest at the concept stage is to ensure corridors are provided. Engineering has reviewed routes and elevations and the following scenario is proposed at this time: Southwest of Development Hunter Road/Hunter Lane area will be served via connections at 63rd Avenue. West of Development 66th Avenue will be served via the road connection Northwest of Development A stub to Sturbridge development will be along the east edge of Sturbridge (Deziel parcel) 4.0 Water Water main routing was provided with the Feasibility Study and showed a pipe along CR 101. Further analysis is ongoing, and currently a 12 -inch from the CR 116 / CR 10 area is being considered extended south along the golf course edge, past Sturbridge, into the development at 66th Avenue North. This along with the CR 101 water main would provide looping, improved fire flows and water quality Timing of the west trunk main will be considered with the project financing and other area -wide benefits. This is currently being studied with a "Regional Development Plan" as authorized by Council and a draft will be in the June 13th Council packet. 5.0 Transportation Transportation improvements will be needed on Hackamore and 101 at Gleason. These improvements are detailed in the Feasibility Study and an update includes: • Cooperative agreement discussions underway with Medina on sharing Hackamore improvements, and • Cost estimates of Hackamore and Lennar improvements at Gleason Road. Interior transportation infrastructure will be reviewed per the 2006 Engineering Design Standards and Standard Detail Plates. The interior items of discussion for Planning Commission input include: • Extending Hunter Lane to connect with East /West parkway • Street alignments /widths • Improving or maintaining access to Whitetail for fire access, 6.0 Stormwater As noted under the EAW discussion, Lennar will provide the stormwater design and planning information. Engineering will review and apply standards for outlet structure construction, maintenance access to ponds, pond volume and discharge rates, and water quality impacts. At the construction phase a fairly intensive NPDES Stormwater Pollution Prevention Plan is required (SWPPP). METRO WEST INSPECTION SERVICES, INC. Loren Kohnen, Pres. Nay 21 2013 TO: Kendra Lindahl City Planner. City of Corcoran FROM Loren Kohnen RE: Lennar Project Highway 101 & Hackamore Corcoran, MN PUD SKETCH PLAN (763) 479 -1720 FAX (763) 479 -3090 Mtrowst76@aol.com RECEIVED : MAY 2 2 :2013 I have reviewed the above project plan and note the following:: 1) No hydrant locations are shown. 2) Certain intersections can not be maneuvered by City snow plows or fire trucks. ` -What width are the streets? 3) What are the dimensions of the cul-de -sacs? 4) There are so many houses and driveways in many of the cul-de-sacs. There is no room tor snow storage, plus mail boxes and fire hydrants. There ... most likely would not be room for parking in the cul -de -sacs. 5} Phase 1 should be only Phase built only one (1) exitito a main roadway. (Hwy. 101). When any other Phases are being built, 2nd exit must be provided to Hackamore Road. 6) Fire hydrants and sidewalks must be on same side of the street. No parking on that side of street, this is for safety.: 7) During construction and after, parking will be a problem for homeowners, construction contractors, Public Works, fire: fighting vehicles and Public Safety. LK :jg Box 248, Loretto, Minnesota 55357 E3E T CONSTRUCTION 23350 COUNTY ROAD 10 CORCORAN, MINNESOTA 55357 EST. 1968 Corcoran Public Works Facility Summary June 2013 Construction Progress: 1. Precast wall panels are 100% complete and are stored off site at Fabcon. 2. Bar Joists and Deck to be delivered to site 6/26 3. Mass Grading and excavation complete around building and pad 4. Footings and poured in place concrete foundation complete with the exception of grids impacted by water storage tank for fire suppression. 5. Submittals 90% complete 6. Rock turn around installed to avoid County Road 19 traffic hazard due to muddy conditions. Cost Control Estimate Spread Sheet: 1. Total Executed Change in Construction cost to date is a deduct of - $40,445 2. Total Proposed Changes submitted and pending approval - $36,049 3. Pending costs water storage tank elevation. 4. Pending Potential Cost of water tank size increase tank size TBD under consultant review. Steering Committee Concerns: 1. Reviewing PR 004 Deduct selection of burnished block from all series to intermediate series. 2. Reviewing PR 005 Deduct to modify roof screening quantity based on site line model. 3. Reviewing PR 006 Deduct to omit culvert at approach based on actual site verification. 4. Reviewing PR 007 Add spill containment per plan review 5. Reviewing PR 008 Deduct ATD switch required by Excel 6. Reviewing CMPR 001 Add rock entrance and turn around due to wet conditions. 7. Elm Creek Water Shed Permit Approved with 5/8 for mass grading /excavation. City to provide Elm Creel Pond easement. Landform /Wenck in progress for completing easement. 8. Fire Suppression water storage tank under review by Metro West Inspections and Furtrell as consultants. 9. Elevation of bottom of water storage tank and required additional depth. 10. Coordinating and cost analysis for items excluded in the contracts of Ebert Construction such as relocation of the salt sand storage facility, rehab of the existing garage, and demolition of the existing school house. 11. Schedule impact potential fire suppression system Metro West Consultants review and water storage tank order placement potential 4 weeks. www.ebertconst.corn EBE IT CONSTRUCTION Updated: CORCORAN PUBLIC WORKS COST CONTROL DATA SHEET 6/18/2013 $110,862 SCOPE -OF -WORK Builders risk Insurance Electrical Service to Building Natural Gas Service to Building Phone Service to Building State Plumbing Review Fees MPCA Fees Permit Fees Elm Creek Water Shed Permit Appliances ORIGINAL REVISED DESIGN CHANGES VALUES VALUES DC #1 DC #2 DC #3 CHANGE ORDERS CO #1 CO #2 CO #3 $10,000 $50,000 $5,000 $2,000 Electrical Use Charge Phones /Communication Devices Temporary Heat (Winter Construction) Office Furniture Progress Cleaning $2,000 $400 $28,200 $26,912 $2,500 $3,750 $2,500 $3,500 $3,500 $500 00 $1,800 $2,000 $3,000 $0 $0 $o $o - $10,000 $0 so $o $oI • $o so $o, • $0, $0 $01 1 $o' $0 $0, • $0 $0 $0' 1 $0 $0 - $1,288 ! $0 $0 $3,750. 1 $0 $0 $o o $o $o $o 1 $0 $0 $0 • $o so $0 • $o $o $o 1 $o $o $o • $o $o $0 $0 $0 $1,500 $50,000 $5,000 $2,000 $2,000 $400 Trash Removal (Dumpsters) Sanitation Low Voltage /Communications Wiring Relocates Salt Storage Building Reside Existing Storage Building Crane /Equipment $6,000 $1,800 $2,000 $3,000 $6,000 $1,500 Construction Management Fees $125,500 Contingency $75,000 Surveying $3,200 Special Inspections /Testing $12,773 Contractor Group 1 Earthwork $400,967 Contractor Group 2 Precast Wall $268,180 Contractor Group 2 Precast Plank $51,519 Contractor Group 3 Concrete/ Mansonry $481,338 Contractor Group 4 Structural Steel $231,085 Contractor Group 5 General /Carrpentry $428,165 Contractor Group 6 Roofing /Sheet Metal $259,988 Contractor Group 7 Fire Protection $191,700 Contractor Group 8 Plumbing /HVAC /Controls $541,350 Contractor Group 9 Electrical $251,547 Well System Design and Installation $29,295 Septic System Design and Installation $25,430 Fence and Gates Allowance $37,085 Landscaping Allowance $12,300 Final Cleaning Allowance Trees Allowance Irrigation Allowance SUBTOTAL Overhead /Administration 3% Sub Total Land Pruchase Architectural Fees Project Total $ 125,50 ' 1 $0' $0 $0 $75,00) r $0 $o $0 $4,20) o $0' $0 $1,000 $12,77', $0 $0 $0 $0 5409,993, $9,026 $0 $0 $0 $268,180 $0 $0 $0 $0 $51,519 $0 $0 $0 $0 $482,958 $1,620 $0 $o $0 $225,741 - $5,344 $0 $0 $0 $428,165 $0 $0' $0 $0 $227,188; - $32,800 $0 $0 $0 $191,700, $0 $o $o $0 $507,121 $0 $0 $0 - $34,229 $244,0';'' - $7,500 $0 $0 $0 $29,2'! =; $0 $0 $0 $o $2S,431t, $0 $o'' $0 $0 $37,0 :a' $0 $0 $0 $0 $12,300 $0 $o' $o $0 $0 $o $o $o $o $o. $.o $o' $1,030 $1,030 $10,000 $10,000 $10,000 $10,000 $3,564,352 $3,490,086 $106,931 $104,703 $o $o So $o so So so $o So $o $o So So $0 $o $0 $0 $0 $o $o $o $o so $o $o so so so so so $o so $o $0 $0 so $0 so so $o $0 $0 $0 $0 $0 $0 $0 $0 $o $o $o $o $0. $0 $o $0 $o $0 $0 $0 $0 $0 $o' $o $0 $0 $0 $o - $34,999 $0 $0 - $39,267 $ - $1,050 - $1,178 $3,671,283 $3,159zid89 - $36,049 - $40,445 $225,000 $225,000 $138,000' $138,OOu $4,034,283 $3,957,789] �slr� Change Proposal Log with Detail C) O N O N co a) Ebert Construction 6619 Corcoran Public Works Facility CI 0 0 0 .0 00 0 I7 0 m (0 co (0 (0 CO GO r. 0 0 0 0 0 0 0 0 0 OI CI GO 1 N u it N N d� co in (G (O !O :J rD (p Q 0 0) 0 O 0 O o 0 3 (0 0 N C 0 O 0 0 9 U U T > ry 9 Y Y 0 W N - '0 "O "0 "O - - N — C N ps N 0 0 0 c 0 m w 0 0 0 m GO - m m 'o) >> to MI m CO o) o) 0 >0 > > > = 0 n 0 `c 0 a c a s a `0_ a s a ^) 0 P) °1 n. N >> Z Z Z d << GO L < 0- d 0 a 0 0 r 0) CO O O O) 0 IC N CO COS V O cm O v° 0) (0 0 ' 0) v cr 0 0 0 0 0 w N u7 IN- ,- f- CO 0 '0 0 C 0 0 0 0 0 N K Cl CO co 0 0) 0 0 0 0 0 0 0 0) 0) C 0 F- N 0 0) N 0) co IGO co O) GO) N N G CO N co IO N- .5 m ifi m o' C7-I: N q ll p N CD c q Oc 0 co c 0 O = W 0 c c o) rn E O O o R 0.1 0 CO N d N 0 W W N 7 N 0 Value Engineer a m m E E .E E E E 0 o c 0 (A ❑ 3 2 E c 0 N 0 0 Q Q F- 0 u 00 0E fq GO N 0-, 04 0 N Q o E 'Q °g O A -o v a3 0 m CO c C N o O C 0 O N - '- E E > 2 0 `^ `m c 2 K a o m 6¢ a O. y s ❑ 0 0 9 0 al 0 0) 0) 0 0 0) L 0 10 (0 a N L .(0 D. 0 O m m° 0 O v < (0 CO CO a in (0 A N N C) 5/22/13 Value Enginering. and Fee Changes 5/8/13 Revise H\AC Controls Value Engineer Transmittal E J w Transmittal Value Engineer Site Condition Transmittal 0 A 2 E N 0 C C N E H H `w m a N N 0 d 5 N O co c v c c o 9 O_ p 2 J N 2 0 O C cli 0 o E o m g co i w `) i) o) c V o ea > E w c w = a 0 O `y U 0 a 0_ 0 -0 0 g O (/ p) a N c c c .c la '0) m 0) a ' m -s 0 0 0 Co c a y 2 o m > N W E "O N o N C 0)L N c U) ry. w :Q V O C U > 0 > w a s 0! 0 o¢ 0 m ' CO C) CO (0 C) CO CO !O 0 id co N to I(1 i5 In C'). CO CO 0 0 0 00 0 co N CO V N (O N- (0 d ❑ d U 0 0 0 0 0 0 0 0 E O O 0- 0) 0 5 0 CC K K K X Q K K Z ¢ ¢ 0 0 0 a a a a a s a a Pending Contract Changes MEMORANDUM NORTHLAND STRATEGIES Special Projects Group To: City of Corcoran From: Tammy Omdal Date: June 20, 2013 Re: Water and Sanitary Sewer Financial Management Planning Study The purpose of this memorandum is to provide background on information that Northland will be presenting for review and discussion at the upcoming July 13 Council Workshop. Information and data to be presented and reviewed at the July 13 meeting will include: • Draft policy for municipal water and utility services • Preliminary updated financial plan (pro forma) for the water and sanitary sewer fund • Preliminary schedule of fees and charges for water and sanitary sewer system The information and plans that will be presented to the Council on July 13 will include certain preliminary assumptions. The purpose of providing this information to the Council is to inform a policy discussion on the outstanding issues that need to be addressed and decisions that need to be made. The outstanding issues and decision points proposed to be discussed on July 13 include, but are not limited to, the following: Scope for Sanitary Sewer and Water Improvement Projects: a) The Council has provided direction to include the downtown area in the project scope, inclusive of the gravity sewer option at an estimated construction cost of $2,293,000. Does the Council want to proceed with concept of charging and /or assessing benefiting downtown property owners for a portion of the cost of these improvements? (The preliminary financial plans will demonstrate financial impact to the City based on certain assumptions for allocation of costs.) b) As the proposed Lennar Residential Development concept moves forward, the City will need to make decisions on allocation of costs (i.e., what costs will be paid by the City and the developer). Staff will need policy guidance from the Council on what may or may not be an acceptable approach to allocation of costs. c) Certain project costs may need to be financed through the issuance of debt. Staff will need policy guidance from the Council on how much debt the Council may be willing to assume (and over what period of time) in advance of the water and sanitary sewer utility generating revenue from the collection of future development and user fees. Northland Securities, Inc. 45 South 7th Street, Suite 2000, Minneapolis, MN 55402 Toll Free 1- 200 - 851 -2920 Main 612 - 851 -5900 www.northlandsecurities.com Member FINRA and SIPC Water and Sanitary Sewer Financial Planning Study June 20, 2013 Page 2 Policy for Sanitary Sewer and Water Utility: d) Does the City Council want to force a property owner to connect to the water and sanitary sewer when available to a property (i.e., the Comprehensive Plan may have a time clock that starts when sewer is available)? e) Staff is proposing that annually a fees and charges schedule shall be prepared by city staff and presented to the City Council for adoption at the time the annual budget is being considered. Is this acceptable to the City Council? f) Does the City Council want to implement a quarterly or monthly billing cycle for utility customers? g) What other comments / direction does the City Council have on the drafting of a policy for the water and sanitary sewer systems? Utility Charges and Fees: h) Does the Council support the concept of charging utility customers a "base" fee to cover administrative costs, cost of processing statements, printing, mailing, etc.? i) The proposed tier approach to charging for water usage is to comply with the State requirements for conservation. Does the Council want to consider different approaches to meet the conservation requirement (i.e., more tiers, greater increase in fee as usage increases)? The proposed usage fee for sanitary sewer includes locking in the usage rate based on a winter month reading. Does the Council generally agree with the proposed approach? k) A separate set of fees is shown for irrigation meters, again related to meeting State requirements for conservation. Does the Council generally agree with the proposed basis for charging for irrigation meters, including the tier system? 1) Does the Council agree with charging a connection charge to property owners when they connect to the systems (at time of building permit)? m) Does the Council agree with charging a trunk line availability charge to property owners? The Council may decide this is payable when the service is available to a property owner, regardless of whether they choose to connect, or payable only when the connection is established. The financial plan assumes the trunk line charge will be payable when the service is available. n) What other comments / direction does the Council have on the fees and charges schedule? J) C, °fSO_ ._J' `c,i-t -rr. LeAtA_c= t'_ r!"c WtO%d ic (`eke`? 0ve t. _ft/l _ :. 1, /74Q o of iizot3 4,4.77/goy f iii Cr r/17 66 f /7 4/7 C�� 5*-2 / i°e sic Eal -2)/cek--) /t (/s7JC 9,7/ 99 f EXe_ —/ (- -was AL/ -moo'° `/ i S>? j 4.2 S�vl7 l'1626,) "306! z ra �f /5 ivicl fig %' gG7J evevi te_ (5 d±*bi xccJ__ __.. - eve_ 7 co OD m • (0 0 1 0 N ^m N N d .— N _ J W CO _ ® Z 0 y C IA ¢ ~ 0 0 t iF 0 - F M o W w 8 p CC W Z f V ccj— p O ry U p o M m O .4 1C 0 L w O y = 0 d x_ S L = C CC 03 U 0 ¢ O CV 3 V! 0 J W * * * = if Cc if CC 3 OD 0 x w > h _ � CO La 0 X CS 4 CO 3- CID co r- Lai Cc CO P Z Cl. 3 M 02 V $ Lal ° L., 0 w E - x 0 m N LL Clai LT. X 0 cr, N h Q 6 3 O o p o w A CC al CC d W p 0 p_ 0 0- 0 O 0¢ p 0 6 d) p u. 6 H Se Lai J 0 C 0 w Q Ll w 0 = e w 0 I y N 4 CC Cu m + a w Cr 0 0 0 0 o "' La w 0 I 3 if CU 3 0 H L. < 0 ILI II if HAMEL BUILDINIG CENTER 18710 HIGHEJAY 55 PLYMOUTH, MN. 55446 763- 478 -6601 TERMINAL ID,: OO7542000801E1264E72OO1 MERCHANT N: 8010264872 VISA 4411114411449725 EXP :41/44 SWIPED SALE RECORD: 36 I NU : 000036 DATE: Jun It 13 1IME: 11:33 BATCH: 888281 1RH: 608163847 AUTH:632797 VISA IRAN ID: 283159599274016 APPROVAL 632797 HOLLY A BURNS CUSTOMER COPY AME BUILDING CENTER .1:-.1710 1110) ury 55 Plymouth, TA nnnl:otn 551 -46 PIIONE: (763) 478 -6601 FAX: (763) 478 -6284 DATE: moth Description Told Feat Price Per M Amount 1 /9 Sales Tax Total.