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Home My WebLink About2025-10-23 City Council Agenda Packet1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Presentations a.Long Term Financial Plan 5.Open Forum - Public Comment Opportunity 6.Consent Agenda a.Approval of Minutes b.Financial Claims to October 23, 2025 c.Resolution 2025-99 Appointing Nalisha Williams as Acting City Administrator d.Long Term Financial Plan e.2026-2027 Embedded Social Worker JPA f.Request for a Variance to Amend Resolution 2006-62 for a second sign at St. John's Lutheran School at 9141 County Road 101 (PID 13-119-23-11-0011) (City file 25-031). g.Planned Unit Development (PUD) Amendment for "Cook Lake Highlands" (city file 25-039). h.Rush Creek Golf Course Site Plan & Conditional Use Permit Amendment i.Resolution Awarding Dust Control Contract 2026-2027 j.CR 116 and Hunters Ridge Turn Lane Improvements - Change Order 1 k.Water Treatment Plant - Change Order 13 l.Heritage Park Improvements - Pay Request 3 m.Chisholm Trail Improvements - Pay Request 2 n.CR 116 & Hunters Ridge Turn Lane Improvements - Pay Request 3 o.Recycling Contract - Republic Services p.Economic Development Strategic Plan 7.Planning a.M&J Creekside Vineyard b.High Point Gardens Site Plan and IUP (City File 25-033) 8.Unfinished Business 9.New Business 10.Staff Reports 11.Council Reports 12.City Council Schedule a.2025 City Council Schedule Corcoran City Council - Regular Session Agenda October 23, 2025 7:00 PM Updated 10/23/25 1 13.Adjournment *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 2 STAFF REPORT Agenda Item: 4.a Council Meeting: October 23, 2025 Prepared By: Jay Tobin, City Administrator Topic: Long Term Financial Plan Action Required: Information Only Council Action Information Only Attachments 1. Corcoran Financial Management Plan 2025 as of 14OCT2025.pdf 3 2025 Long-Term Financial Management Plan Draft as of October 14, 2025 Northland Securities, Inc. 150 South Fifth Street, Suite 3300 Minneapolis, MN 55402 (800) 851-2920 Member FINRA and SIPC Registered with SEC and MSRB 4 i CONTENTS Letter of Transmittal Introduction and Summary 1Introduction and Summary ............................................................................................................1Revenue Sufficiency ...........................................................................................................................1Rate Calculations ................................................................................................................................3City Tax Rate .................................................................................................................................3Figure 1. - City Tax Levy and Tax Rate ................................................................................3Utility Rates ..................................................................................................................................4Study Approach ..................................................................................................................................5Organization of the Plan .................................................................................................................5TABLE 1 - Property Tax Levy and Tax Rate ................................................................................6TABLE 2 - Projected City Taxes Payable for Example Properties ......................................7CHART 1 - Annual Change in Property Tax Levy and Rate .................................................8CHART 2 - City Tax Capacity (Tax Base) ......................................................................................8CHART 3 - Fund Balance ..................................................................................................................9CHART 4 - Cash Balances ................................................................................................................9CHART 5 - Water Fund Cash Balances ....................................................................................10CHART 6 - Sewer Fund Cash Balances ....................................................................................10CHART 7 - CIP Use of Funds .......................................................................................................11CHART 8 - CIP Source of Funds .................................................................................................11 Background 12Summary .............................................................................................................................................12TABLE 3 - Customer Units and Water Volume Sold ...........................................................13CHART 9 - New Construction and Connection to Municipal Utilities .........................15CHART 10 - Acres of Land Platted ............................................................................................15 Capital Improvement Plan and Debt 16Overview of Plan ..............................................................................................................................16Equipment and Vehicles .......................................................................................................16Water Improvements .............................................................................................................16Sewer Improvements .............................................................................................................16Street Improvements .............................................................................................................16Facility and Parks .....................................................................................................................17Bond Issuance ...................................................................................................................................17TABLE 4 -Capital Improvement Plan ........................................................................................19 Contents 5 ii Contents TABLE 5 - Debt Service ..................................................................................................................22TABLE 6 - Bonds Outstanding ....................................................................................................23CHART 11 - CIP Use of Funds .....................................................................................................24CHART 12 - CIP Source of Funds ...............................................................................................24CHART 13 - Annual Debt Service ..............................................................................................25CHART 14 - Bonds Outstanding ................................................................................................25CHART 15 - Debt Outstanding by Type ..................................................................................26CHART 16 - Bonds Outstanding Existing and New ............................................................26 Financial Plans 27Background ........................................................................................................................................27Summary of Key Factors and Assumptions ...........................................................................27Total Governmental Funds Combined ....................................................................................29CHART 17 - Total Sources and Uses of Funds ................................................................30CHART 18 - Cash Balance and Fund Balance .................................................................30TABLE 7 - Finance Plan ............................................................................................................31General Fund Financial Plan ........................................................................................................32Figure 2 - Tax Levy Revenue ..................................................................................................32CHART 19 - Cash Balance and Fund Balance .................................................................34CHART 20 - Source and Use of Funds ...............................................................................34CHART 21 - % Change in Source and Use of Funds ....................................................34CHART 22 - Use of Funds by purpose ..............................................................................34TABLE 8 - Finance Plan ............................................................................................................35Debt Service Funds Financial Plan ............................................................................................36CHART 23 - Cash Balance and Fund Balance .................................................................37CHART 24 - Source and Use of Funds ...............................................................................37CHART 25 - % Change in Source and Use of Funds ....................................................37CHART 26 - Use of Funds by purpose ..............................................................................37TABLE 9 - Finance Plan ............................................................................................................38Special Revenue Funds Financial Plan .....................................................................................39TABLE 10 - Finance Plan .........................................................................................................40Capital Projects Funds Financial Plan ......................................................................................41TABLE 11 - Finance Plan .........................................................................................................42Park Capital Fund ............................................................................................................................43TABLE 12 - Finance Plan .........................................................................................................44Capital Equipment Fund Financial Plan ..................................................................................45TABLE 13 - Finance Plan .........................................................................................................46Capital Facilities Fund ....................................................................................................................47TABLE 14 - Finance Plan .........................................................................................................48 6 iii Water Fund Financial Plan ............................................................................................................49CHART 27 - Cash Balance by Purpose ..............................................................................51CHART 28 - Ending Unrestricted Net Assets ..................................................................51CHART 29 - Revenue and Expense .....................................................................................51CHART 30 - Customers and Volume ..................................................................................51TABLE 15 - Finance Plan .........................................................................................................52TABLE 16 - Projected Water Revenues ..............................................................................54TABLE 17 - Cash Balances ......................................................................................................57Sewer Fund Financial Plan ...........................................................................................................58CHART 31 - Cash Balance by Purpose ..............................................................................60CHART 32 - Ending Unrestricted Net Assets ..................................................................60CHART 33 - Revenue and Expense .....................................................................................60CHART 34 - Customers and Volume ..................................................................................60TABLE 18 - Finance Plan .........................................................................................................61TABLE 19 - Projected Water Revenues ..............................................................................63TABLE 20 - Cash Balances ......................................................................................................65Storm Water Fund Financial Plan ..............................................................................................66TABLE 21 - Finance Plan .........................................................................................................67 Appendices 68Appendix A - Utility Rate Schedule ..........................................................................................68Appendix B - Property Tax Levy Planned for Debt Service..............................................71 7 iv October 7, 2025 Jay Tobin City Administrator City of Corcoran, MN 8200 Co. Rd. 116 Corcoran, MN 55340 RE: City of Corcoran Long-Term Financial Management Plan Dear Jay: Northland is pleased to present the City of Corcoran with the 2025 Long-Term Financial Management Plan (the “Plan”). The Plan is intended to help inform decisions on property tax and enterprise fee poli- cy decisions, among other financial plans. The Plan provides information to inform decisions both in the near term, and long-term, as near-term decisions often have long-term implications. The Plan was devel- oped working closely with city staff. Northland appreciates the opportunity to provide service to the City. Sincerely, NORTHLAND SECURITIES, INC. Tammy Omdal Managing Director 150 South Fifth Street, Suite 3300, Minneapolis, MN 55402 Main: (612) 851-5900 / Direct: (612) 851-4964 / Email: tomdal@northlandsecurities.com Member FINRA and SIPC | Registered with SEC and MSRB 8 1 Introduction and SummaryINTRODUCTION AND SUMMARY The Financial Management Plan (the “Plan”) offers a guide for the on-going financial management of the City of Corcoran (the “City”). The Plan was first pre- pared in year 2012 and has been updated annually. The Plan contains proposed strategies and identifica- tion of key factors and objectives to monitor with re- spect to future financial performance. Information is included on estimated future property tax levies and municipal fees and charges necessary to fund planned city services, capital improvement plans, and debt ser- vice. The objectives of the study for the Plan are as follows: • Revenue Sufficiency - Develop and populate a forecasting model that will determine the level of revenue needed to satisfy general government and utility enterprises operations, capital improve- ments, and debt service while maintaining ade- quate reserves for future service and capital needs. • Rate Calculations - Model projected tax capacity tax rates for the City and proposed municipal util- ity rates and structure for billing water and sewer services (the “Utilities”) to meet revenue sufficien- cy objectives. The Plan includes anticipated capital improvements for years 2024-2033 (the “CIP”). Estimates were pre- pared by the City as to cost and timing of projects. While the specific timing of future improvements can be uncertain, awareness of the funding demands for projects is important when considering tax levies, rates for fees and charges, and reserves for future capital. Future development will provide increased revenue from charge for services and tax revenue. This includes increased revenue to the Utilities, with revenue from both development fees and usage fees. Development provides increased tax capacity and potential for in- crease in property tax revenue to pay for services. The rate of future development and addition of tax- payers and customers of the Utilities has been and continues to be a significant variable for the Plan. The City should continue to monitor actual development that occurs against the anticipated rate of develop- ment assumed in the Plan. The rate of development will impact the projected revenues and timing of col- lection included in the Plan. Information on the pro- jected housing units to be added is included later in the Plan. Revenue Sufficiency The Study evaluated the sufficiency of revenues to meet current and projected financial requirements over future years for the various accounting “Funds” the City maintains. The Plan determines the tax levies and rates necessary in each year of the projection pe- riod to provide revenue sufficiency. Governmental Funds The City has an adopted Fund Balance Policy (dated April 25, 2025) that states the following with respect to minimum fund balance for the General Fund, among other statements included in the policy: • The City will maintain an unassigned fund balance in the General fund of an amount not less than 42% of the next year’s budgeted expenditures of the General fund. This will assist in maintaining an adequate level of fund balance to provide for cash 9 2 Introduction and Summary flow requirements and contingency needs because major revenues, including property taxes and oth- er government aids are received in the second half of the City’s fiscal year. Enterprise Funds For purposes of the Plan, the revenue objective for the Water Fund and the Sewer Fund focused on providing revenue sufficient to achieve projected year-end cash balance to cover the following purposes: • Three-months of operating expense • Following-year debt service payments • Following year capital acquisition (planned to be paid from cash) • Reserves for future capital improvements and oth- er reserve purposes Funding Depreciation for the Utilities The funding of depreciation, or setting aside of funds to replace depreciated infrastructure, is an important element for establishment of sufficient rates for the Utilities. The Study focused on the City’s asset man- agement practices to maintain and expand infrastruc- ture at future estimated costs. Rather than focus on “funding depreciation” we find it is better to gain a strong understanding of the expect- ed future costs and, maybe more importantly, their timing, and plan for replacement of infrastructure and facilities. Using a planned schedule for capital im- provements and the incorporation of those plans into the Study does that. Capital improvement plans com- bined with financial management targets are critical elements that allow for the setting of rates that meet City goals. Financial management targets begin with criteria for evaluating overall financial condition. For instance, do projections show sufficient revenues to cover planned operating and capital improvement expenses? The Utilities must do better than break even, but by how much? The Plan helps to answer these questions by allocating the projected year-end cash balance to defined pur- poses. The defined purposes include planned capital acquisition and reserves for future capital. The Plan provides a second criteria to evaluate reve- nue sufficiency for the Utilities. The Plan sets a target (a floor) to maintain an unrestricted net position in the Utility Funds no lower than 50% of the subsequent year’s estimated expenditures. The majority of revenue for municipal utility opera- tions comes from user charges, maintaining an unre- stricted net position that is equal to at least 50% of ex- penditures will help to ensure that sufficient resources are available to fund basic functions between receipts of user charges. The target (or floor) for ending unrestricted net posi- tion is meant to be an equivalent of the target for an unrestricted fund balance for the General Fund. Equity is reported as a fund balance in the General Fund and as a net asset within the Water Fund and the Sewer Fund. Fund balance and net assets are the difference between fund assets and liabilities reflected on the bal- ance sheet or statement of net assets. 10 3 Introduction and SummaryRate Calculations The Study focused on preparing projections for future annual tax capacity rates for the City, and reviewing the rates for the fees and charges of the Utilities. The Study did not include a review and analysis of other fees and charges, only the fees for the Utilities. City Tax Rate Future tax levy increases are projected to be necessary to fund planned expenditures and to maintain ade- quate cash balances across all City funds. The increase in the City’s tax rate is estimated based on assump- tions in the Plan for changes to the City’s tax capacity from growth in the taxable market value of property within the City. The projected City tax levy by year and tax capacity is shown in Figure 1. The key items or assumptions for the Plan that im- pact the estimated City tax rate include the following, among other items: Tax Collection Year City Tax Levy % Change Tax Levy City Net Tax Capacity % Change NTC City Tax Rate 2025 9,159,263 9.4%20,467,851 8.3%0.42727 2026 11,917,360 30.1%23,217,284 13.4%0.49533 2027 14,049,635 17.9%25,141,559 8.3%0.54223 2028 16,269,106 15.8%26,744,610 6.4%0.59272 2029 16,753,113 3.0%27,994,017 4.7%0.58355 2030 17,629,924 5.2%28,789,450 2.8%0.59789 Figure 1. Snapshot of Projected City Tax Levy, City Net Tax Capacity, and City Tax Rate as Included in the Plan (*2025 is Actual) • Taxable market value, not inclusive of new con- struction, is projected to increase by 3.0% annually. • Fiscal disparities contribution and corresponding distribution of tax revenue is estimated to remain constant (at preliminary Pay 2026 amounts) over the planning period. The actual impact of the met- ro-wide fiscal disparities program varies from year to year. • It is assumed that the City will increase the tax levy to support additional planned spending in the General Fund related to growth of the community. Details on the specific items, which includes staff positions, are included in the Finance Plan section. • General fund non-tax revenue is estimated to in- crease by 2.0% and current expenditures by 3.0%. There are no assumed major changes to non-tax revenue. Based on more recent economic condi- tions, the 3.0% assumption for expenditures may be low for certain expenses but the focus of the Plan is long-term. • The Plan assumes the City will add approximately 149 new single-family housing units annually on average between 2026-2030. For purposes of esti- mating market value of property, the average new home is estimated at $525,000 with valuation in- flated 3.0% annually. • The Plan assumes the City will add approximately 508 new rental multi-family housing units (in to- tal) between 2026-2030. For purposes of estimating market value of property, the average rental unit is estimated at $275,000 per unit with valuation in- flated 3.0% annually. 11 4 Introduction and Summary • The Plan assumes an increase in taxable market value from construction of new commercial prop- erty in the City at approximately $1.0 million per year. This is intended to be a conservative assump- tion for planning purposes. • The Plan assumes the City will issue $50 million in bonds in 2027 to finance a new municipal campus/ building. The debt service to be paid from taxes (80%), water revenues (10%) and sewer revenues (10%). The increase to the City’s tax levy beginning in year 2028 is estimated at approximately $2.7 million for payment of debt service for the project. • The Plan includes the City’s estimated share of the Hennepin County improvement project for County Road 10 in the City. The estimated total cost of the project is $25 million, with an estimated local cost share of $5.5 million for the City. The Plan assumes the City will issue bonds in 2030 to finance its por- tion of the cost. Utility Rates The City currently has a two-part rate structure for charging fees for water and sewer services, comprised of both fixed and variable charges. This structure re- covers a portion of system costs in a fixed charge, rec- ognizing that the Utilities have certain fixed costs and customer service costs that are incurred year-round. These fixed costs are incurred regardless of the level of water usage. It is projected that approximately 45% of the Water Fund expenses, including depreciation, are fixed and for the Sewer Fund it is estimated at 30%. The percent- ages vary somewhat from year to year. Fixed expenses as a percent of total expenses is projected to decrease somewhat over time as the number of customers in- crease and volume of water usage grows. For usage or metered volume-based rates, based on the results of the study, there are no recommended changes in the structure. As the number of customers increases potential changes to the structure may be needed. The Plan anticipates the City adopts planned increases to rates for water and sewer services as proposed in the Plan. This includes increasing the water and sewer services fees. Appendix A includes the proposed util- ity rates by year as assumed for the Plan. 12 5 Introduction and SummaryStudy Approach The following steps were taken as part of the study for the Plan: • City provided historical financial data along with current budget plans and capital improvement plans. • City provided the assumptions for future residen- tial units to be constructed and connected to the Utilities. • Information provided by the City was organized, analyzed, and used to support the development of the Plan. The prior year data included in the Plan is reconciled with the City’s audited financial state- ments for year 2023 and 2024. Organization of Plan The Plan is organized into five sections: 1. Introduction and Summary provides information on revenue sufficiency and rate calculations. 2. Background provides historical and statistical con- text for the Utilities. 3. CIP and Debt provides information on plans for equipment, facilities, and maintaining and expand- ing the water and sewer systems. This includes estimates on project costs, timing, and sources of funds. Information on outstanding debt obligation and debt service is included. 4. Financial Plans provides the financial plans (pro forma) for the City funds. The financial plans in- clude historical, current, and projected sources and uses of funds and estimated ending cash bal- ances. Financial plans take into account capital im- provement plans, both existing and planned debt issuance, and proposed rates. 5. Appendices provide additional data and graphics. 13 6 Introduction and SummaryTABLE 1 2024 2025 2026 2027 2028 2029 2030 2031 Property Tax Levy by Payable Year General Fund 7,187,648 7,974,335 10,214,624 12,305,792 11,719,170 12,178,881 12,688,903 13,015,548 Debt Service - Equipment 474,587 472,907 933,962 972,550 1,046,154 1,065,212 1,119,838 1,047,362 Debt Service - Facilities, Parks, and County Roads 712,021 712,021 768,774 771,293 3,503,782 3,509,021 3,821,183 3,942,936 Total Property Tax Levy 8,374,256 9,159,263 11,917,360 14,049,635 16,269,106 16,753,113 17,629,924 18,005,846 Less Fiscal Disparities Distribution 359,809 414,037 417,124 417,124 417,124 417,124 417,124 417,124 Net Spread Levy 8,014,447 8,745,226 11,500,236 13,632,511 15,851,982 16,335,989 17,212,800 17,588,722 Tax Capacity (TC) Gross Tax Capacity (TC) Real Property 19,067,434 20,713,629 23,606,106 25,530,381 27,133,432 28,382,839 29,178,272 29,864,907 Gross Tax Capacity (TC) Personal Property 589,036 570,808 570,808 570,808 570,808 570,808 570,808 570,808 Total Gross TC 19,656,470 21,284,437 24,176,914 26,101,189 27,704,240 28,953,647 29,749,080 30,435,715 Less Tran Line TC / Rounding Adjustment 3,365 2,867 2,867 2,867 2,867 2,867 2,867 2,867 Less Fiscal Disparities TC 755,406 813,719 956,763 956,763 956,763 956,763 956,763 956,763 Less Tax Increment Financing TC ------- Net Tax Capacity 18,897,699 20,467,851 23,217,284 25,141,559 26,744,610 27,994,017 28,789,450 29,476,085 City Tax Rate 42.410%42.727%49.533%54.223%59.272%58.355%59.789%59.671% Total Property Tax Levy Annual % Change 17.0%9.4%30.1%17.9%15.8%3.0%5.2%2.1% Net Tax Capacity Annual % Change 16.3%8.3%13.4%8.3%6.4%4.7%2.8%2.4% City Tax Rate Annual % Change 0.7%0.7%15.9%9.5%9.3%-1.5%2.5%-0.2% ProjectedCertified City of Corcoran Summary of Property Tax Levy, Tax Capacity, and Tax Rate Note: Projected 2026 Gross Tax Capacity (TC) for Real Property Property is from Hennepin County report dated 7/1/2025. Pay 2026 amounts for Gross Tax Capacity Personal Property, Fiscal Disparities Distribution and Contribution amounts are placeholder amounts and are subject to change pending the City's receipt of information from Hennepin County. Amounts for 2027-2031 are estimated amounts for planning purposes only, actual amounts will vary. 14 7 Introduction and SummaryTABLE 2 City of Corcoran Projected City Taxes Payable for Example Properties 2026 2027 2028 2029 2030 Residential Example Property 1 $300,000 $309,000 $318,270 $327,818 $337,653 Residential Example Property 2 $525,000 $540,750 $556,973 $573,682 $590,892 Residential Example Property 3 $700,000 $721,000 $742,630 $764,909 $787,856 Residential Example Property 4 $1,000,000 $1,030,000 $1,060,900 $1,092,727 $1,125,509 Commercial Example Property 1 $1,000,000 $1,030,000 $1,060,900 $1,092,727 $1,125,509 Commercial Example Property 2 $2,000,000 $2,060,000 $2,121,800 $2,185,454 $2,251,018 Commercial Example Property 3 $5,000,000 $5,150,000 $5,304,500 $5,463,635 $5,627,544 Commercial Example Property 4 $10,000,000 $10,300,000 $10,609,000 $10,927,270 $11,255,088 Residential Example Property 1 $1,389 $1,574 $1,780 $1,814 $1,922 Residential Example Property 2 $2,631 $2,987 $3,386 $3,455 $3,669 Residential Example Property 3 $3,715 $4,209 $4,761 $4,850 $5,141 Residential Example Property 4 $5,572 $6,303 $7,119 $7,241 $7,664 Commercial Example Property 1 $9,907 $11,170 $12,576 $12,753 $13,459 Commercial Example Property 2 $19,813 $22,340 $25,153 $25,507 $26,917 Commercial Example Property 3 $49,533 $55,850 $62,881 $63,766 $67,293 Commercial Example Property 4 $99,066 $111,699 $125,763 $127,533 $134,585 Residential Example Property 1 20.0%13.3%13.1%1.9%6.0% Residential Example Property 2 20.3%13.5%13.3%2.1%6.2% Residential Example Property 3 20.0%13.3%13.1%1.9%6.0% Residential Example Property 4 19.8%13.1%12.9%1.7%5.8% Commercial Example Property 1 19.4%12.8%12.6%1.4%5.5% Commercial Example Property 2 19.4%12.8%12.6%1.4%5.5% Commercial Example Property 3 19.4%12.8%12.6%1.4%5.5% Commercial Example Property 4 19.4%12.8%12.6%1.4%5.5% Residential Example Property 1 $232 $185 $206 $33 $109 Residential Example Property 2 $443 $356 $398 $70 $213 Residential Example Property 3 $619 $494 $552 $89 $291 Residential Example Property 4 $921 $731 $816 $122 $423 Commercial Example Property 1 $1,610 $1,263 $1,406 $177 $705 Commercial Example Property 2 $3,220 $2,527 $2,813 $354 $1,410 Commercial Example Property 3 $8,051 $6,317 $7,032 $885 $3,526 Commercial Example Property 4 $16,102 $12,633 $14,063 $1,770 $7,052 Note: City Tax Payable is estimated for 2026-2030. Actual amount will vary. Valuation of the example properties is assumed to increase by 3.0% annually. A n n u a l D o lla r C h a n g e in C it y T a x P ay a b le C ity T ax P a y ab le b y P ro p e rty T a x a b le M a r k et V a lu a t io n o f P ro p e r ty A n n u a l % C h an g e i n C it y T a x P ay a b le b y P r o p e rty 15 8 Introduction and Summary -5.0% 0.0% 5.0% 10.0% 15.0% 20.0% 25.0% 30.0% 35.0% 2023 2024 2025 2026 2027 2028 2029 Annual Percent Change CHART 1 Property Tax Levy Annual % Change Tax Rate Annual % Change City Tax Levy is projected to increase to support growing demand for city services, including city staffing and debt service on the financing of a new muncipal facility. The increase in tax levy is projected to result in an increase in City Tax Rate. $0 $5 $10 $15 $20 $25 $30 $35 2026 2027 2028 2029 2030 Millions CHART 2 Tax Capacity from Property Constructed After Year 2023 Tax Capacity from Property Constructed Before Year 2023 Estimated City Tax Capacity is projected to increase driven by new construction and projected valuation increases for property Tax capacity is the valuation of property based on market value and class rates on which property taxes are determined 16 9 Introduction and Summary 25% 27% 29% 31% 33% 35% 37% 39% 41% 43% 45% 47% 49% 51% 2023 2024 2025 2026 2027 2028 2029 2030 2032General Fund - Fund Balance as % of Expenditures CHART 3 General Fund funding balance over the long term is projected to meet City policy to maintain a minimum balance equivalent to 42% of next year's budgeted expenditures for the General Fund. Tax Levy increases are projected in the General Fund to grow the City's available fund balance for compliance with City Policy. $0 $5 $10 $15 $20 $25 $30 2023 2024 2025 2026 2027 2028 2029 2030 2031 Ending Cash Balance Millions CHART 4 Total Governmental Funds General Fund Enterprise Funds Ending Cash Balances are projected to be at levels sufficient to meet City objectives Changes in ending cash balances can be caused by timing of capital projects, debt service payments, receipt of funds, including bond proceeds, among other reasons. 17 10 Introduction and Summary $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 2025 2026 2027 2028 2029 2030 2031 Ending Cash Balance Millions CHART 5Water Fund Minimum Cash for operating cash flow, following year debt service, pay-go capital Projected Cash Position with Future Rate Adjustments Water Fund ending cash balance is projected to decrease over time with use of cash generated from development to pay for improvements (with cash) and debt service on capital improvements $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 2025 2026 2027 2028 2029 2030 2031 2032 2033Ending Cash Balance Millions CHART 6 Sewer Fund Minimum Cash for operating cash flow, following year debt service, pay-go capital Projected Cash Position with Future Rate Adjustments Sewer Fund ending cash balance is projected to increase from collecton of development related revenue which will be spent on future improvement projects The Plan includes use of $5.0 million of cash (pay-go) in year 2027 to fund 50% of the estimated cost for NE to SE Trunk Sewer Line The increase in the Water Fund and Sewer Fund Year- End Cash Balance is planned. The difference between Projected Cash Position and Minimum Cash Position rep- resents the net amount of cash projected to be available as reserves for future capital improvements. The City collects develop- ment fees at time of platting and building permit, use of the funds collected occurs over time to pay for financing of projects. Connection and availability charges from development will pay for future capital improvements to support de- velopment both programmed and not yet programmed in the CIP. 18 11 Introduction and Summary 0% 20% 40% 60% 80% 100% 120% 2026 2027 2028 2029 2031 Cumulative % Increase from Year 2025 CHART 7Projected Future Tax Levy Increases Compared to Projected Increase in Net Tax Capacity Cumulative Increase inTax Levy from 2025 Cumulative Increase inNet Tax Capacity from2025 Cumulative increase in Tax Levy is projected to be greater than the cumulative increase in Net Tax Capacity, resulting in increase to Tax Rate - Growth in the City's tax base over time will provide opportunity for stabilization / flattening of the Tax Rate $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 $20.0 2024 2025 2026 2027 2028 2029 2031 Total Annual Tax Levy Millions CHART 8Tax Levy by Purpose General Fund Tax Levy Debt Service Tax Levy Tax Levy for Debt Service is projected to increase with planned issuance of new debt for projects 19 12 Background BACKGROUND The City of Corcoran is located on the western edge of the Twin Cities Metropolitan area in Hennepin County. The 2024 population is estimated at 8,846 (Official Statement, G.O. Bonds Series 2025A). Population will continue to increase due to development of residential property within the City. The land area for the City encompasses just under 36 square miles and includes area for future residential development. Commercial and industrial development in the City is expected to continue to expand due to access to mu- nicipal water and sewer services and the expansion of transportation corridors. In 2012 the City successfully financed and implemented a major improvement proj- ect to first bring and then expand municipal water and sewer services to the City. The project provided for connection to the metropolitan disposal system. The City forecasts continued development of both residen- tial and commercial property. The City’s development plan for its downtown area provides an opportunity for additional economic de- velopment. In recent years the City completed con- struction of street improvements and utility infrastruc- ture in the downtown area. The table that follows provides the estimated number of housing units along with municipal utility connec- tions units for commercial property in the downtown area the City projects to be added over the next twenty- years. The assumptions on units is an important input to the Plan and is updated on annual basis by the City. The City has completed its construction plans to pro- vide water service to serve the northeast area of the City. The access to water purchased from Maple Grove is limited. For this reason, the City has undertaken in- vestments in a city owned water treatment plant and water tower. 20 13 Background Table 3 Page 1 of 2 City of Corcoran Growth Projections 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 ACRES PLATTED Residential SE District 46.53 85.25 17.00 5.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00Residential NE District 25.45 -10.92 5.65 6.96 50.01 44.25 40.00 40.00 40.00 40.00Multi-Family Residential SE District -----------Multi-Family Residential NE District -----------Commercial SE District 0.52 ----------Commercial NE District 10.97 27.41 3.89 32.81 -------Total Acres Platted 83.47 112.66 31.81 43.46 36.96 80.01 74.25 70.00 70.00 70.00 70.00 UNITS PERMITTED Residential SE District 253 180 134 90 90 90 90 90 90 90 90Residential NE District 80 86 66 34 13 110 -110 110 110 110Greater Corcoran 12 14 7 5 5 5 5 5 5 5 5Total Residential Single Family 345 280 207 129 108 205 95 205 205 205 205Multi-Family Residential SE District --100 --------Multi-Family Residential NE District ----184 224 -156 ---Commercial SE District 1 -1 --------Commercial NE District 1 1 1 1 -2 2 ----Total Units Permitted 347 281 309 130 292 431 97 361 205 205 205 UTILITY CUSTOMER UNITS Estimated Customer Units Added by Year Residential SE District 221 253 180 134 90 90 90 90 90 90 90 Residential NE District 78 80 86 66 34 13 110 0 110 110 110 Greater Corcoran 12 14 7 5 5 5 5 5 5 5 Total Residential Single Family 299 345 280 207 129 108 205 95 205 205 205 Multi-Family Residential SE District 240 0 0 100 0 0 0 0 0 0 0 Multi-Family Residential NE District 0 0 0 0 0 184 224 0 156 0 0 Commercial SE District 1 1 0 1 0 0 0 0 0 0 0 Commercial NE District 0 1 1 1 1 0 2 2 0 0 0 Total 540 347 281 309 130 292 431 97 361 205 205 Estimated Total Customer Units (Average Annual) Residential SE District (includes adjustments)1,047 1,268 1,521 1,701 1,835 1,925 2,015 2,105 2,195 2,285 2,375 Residential NE District 480 558 638 724 790 824 837 947 947 1,057 1,167 Greater Corcoran 15 15 27 41 48 53 58 63 68 73 78 Total Residential Single Family 1,542 1,841 2,186 2,466 2,673 2,802 2,910 3,115 3,210 3,415 3,620 Multi-Family Residential SE District 0 240 240 240 340 340 340 340 340 340 340 Multi-Family Residential NE District 0 0 0 0 0 0 184 408 408 564 564 Commercial SE District 41 42 43 43 44 44 44 44 44 44 44 Commercial NE District 0 0 1 2 3 4 4 6 8 8 8 Total 1,583 2,123 2,470 2,751 3,060 3,190 3,482 3,913 4,010 4,371 4,576 21 14 Background Table 3 Page 2 of 2 City of Corcoran Growth Projections 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 CUSTOMER WATER VOLUMES Residential average gallons per year per REU 75 75 75 75 75 75 75 75 75 75 75 Multi-Family average gallons per year per REU 70 70 70 70 70 70 70 70 70 70 70 Commercial average gallons per year per REU 100 100 100 100 100 100 100 100 100 100 100 Total Purchased Water Volume (1,000 Gal) Residential SE District 131,216 95,100 114,075 127,575 137,625 144,375 151,125 157,875 164,625 171,375 178,125 Residential NE District 12,522 Greater Corcoran 1,125 1,125 2,025 3,075 3,600 3,975 4,350 4,725 5,100 5,475 5,850 Total Residential Single Family 144,863 96,225 116,100 130,650 141,225 148,350 155,475 162,600 169,725 176,850 183,975 Multi-Family Residential SE District -16,800 16,800 16,800 23,800 23,800 23,800 23,800 23,800 23,800 23,800 Multi-Family Residential NE District ------12,880 28,560 28,560 39,480 39,480 Commercial SE District 4,100 4,200 4,300 4,300 4,400 4,400 4,400 4,400 4,400 4,400 4,400 Commercial NE District --100 200 300 400 400 600 800 800 800 Total Purchased Water Volume (1,000 Gal)148,963 117,225 137,300 151,950 169,725 176,950 196,955 219,960 227,285 245,330 252,455 Total City Water Produced Volume (1,000 Gal) Residential SE District Residential NE District -41,850 47,850 54,300 59,250 61,800 62,775 71,025 71,025 79,275 87,525 Greater Corcoran Total Residential Single Family -41,850 47,850 54,300 59,250 61,800 62,775 71,025 71,025 79,275 87,525 Multi-Family Residential SE District Multi-Family Residential NE District ------12,880 28,560 28,560 39,480 39,480 Commercial SE District - Commercial NE District --100 200 300 400 400 600 800 800 800 Total City Water Produced Volume (1,000 Gal)-41,850 47,950 54,500 59,550 62,200 76,055 100,185 100,385 119,555 127,805 Residential SE District 131,216 95,100 114,075 127,575 137,625 144,375 151,125 157,875 164,625 171,375 178,125 Residential NE District 12,522 41,850 47,850 54,300 59,250 61,800 62,775 71,025 71,025 79,275 87,525 Greater Corcoran 1,125 1,125 2,025 3,075 3,600 3,975 4,350 4,725 5,100 5,475 5,850 Subtotal Residential 144,863 138,075 163,950 184,950 200,475 210,150 218,250 233,625 240,750 256,125 271,500 Multi-Family Residential SE District -16,800 16,800 16,800 23,800 23,800 23,800 23,800 23,800 23,800 23,800 Multi-Family Residential NE District ------25,760 57,120 57,120 78,960 78,960 Commercial SE District 4,100 4,200 4,300 4,300 4,400 4,400 4,400 4,400 4,400 4,400 4,400 Commercial NE District --200 400 600 800 800 1,200 1,600 1,600 1,600 Total Water Volume Billed (1,000 Gal)148,963 159,075 185,250 206,450 229,275 239,150 273,010 320,145 327,670 364,885 380,260 Average Estimated Annual Volume Per Customer Total Water Billed to Customers (1,000 Gal) 22 15 Background 0 50 100 150 200 250 300 350 400 2024 2025 2026 2027 2028 2029 2030 2031Residential Equivalent Units Residential Commercial (Other)Multi-Family Projections for future growth from residential and commercial development drive the revenue assumptions in the Plan. REU as included here are equal to the projected permitted units for the year. CHART 9 0 20 40 60 80 100 120 2024 2025 2026 2027 2028 2029 2030 2031 Acres of Land Platted Projection for future acres of land platted for development impacts the revenue assumptions in the Plan CHART 10 23 16 CIP and DebtCAPITAL IMPROVEMENT PLAN (CIP) AND DEBT The City annually reviews its plans for capital acqui- sition and improvements and updates its multi-year plan. The CIP in the Plan provides details on costs by year and proposed funding sources. The debt service study, included in the Plan, provides information on current debt service and estimated future debt. The CIP provides an important input into preparing the financial plans for the individual City funds. Equipment and Vehicles Over the next five years (2025-2029) the City anticipates spending an average of approximately $1.1 million per year on equipment and vehicles. The Plan includes an- ticipated bonding every other year (2027, 2029, and 2031) for equipment and vehicles. The City reviews its plans on a regular basis to ensure that planned capital acquisition remains within the available funds, includ- ing bond proceeds, to support the acquisitions. Water Improvements Construction of well and treatment facilities are antici- pated in future years in the estimated amount of ap- proximately $25 million between 2025-2032. The City plans to use approximately $11.5 million from federal and state funds, along with bond proceeds and rev- enue (cash) from the Water Fund to pay for these im- provements. The Plan anticipates the southeast area of the City will continue to be served under terms of an agree- ment with Maple Grove for purchase of municipal water until demand passes capacity. Improvements in southeast Corcoran will need to be undertaken at some point in the future. The CIP does not include water improvement projects that are anticipated to be constructed and financed by private development and contributed to the City. These projects will be paid entirely by private funds with infrastructure then contributed to the City. Sewer Improvements The Plan includes planned construction of a north- east-southeast trunk line in year 2028 in the estimated amount of $7.5 million. The plans includes $5,000,000 from bond proceeds and the balance from cash in the Sewer Fund to finance the improvement. Street Improvements Currently the only street improvement project antici- pated in the Plan is the City’s local share of the an- ticipated Hennepin County improvement project for County Road 10 in the City in 2030. No city street im- provements are included in the CIP. The City includes street maintenance funding within the General Fund operating budget, including use of Municipal State Aid for street maintenance. Improvement to Gravel Roads The City has discussed a need to establish a plan to be- gin paving gravel roads. A dedicated revenue source is likely needed for this to take place and should be discussed and included in future Plans. 24 17 CIP and DebtFacility and Parks A future municipal campus/building or expansion of the existing building is planned for approximately $50 million in year 2027; this is a “placeholder” for both the estimated amount and the year of construction. The Plan anticipates that the debt on the municipal building will be paid 80% from tax levy and 20% from water and sewer revenues. The annual debt service ex- pense is included in the Debt Service Fund, including the transfers in of revenues from the Water Fund and Sewer Fund. The annual debt service levy on the bonds to finance the land and construction of the municipal campus/building is estimated at approximately $2.7 million annually. Future Park Improvements The City is planning for various park improvements including City Park as well as other park planning as outlined in the 2040 Comprehensive Plan. These im- provements will be paid with park dedication funds. The Plan does not include bonding for park improve- ments. Bond Issuance The City’s outstanding general obligation bonds are rated as ‘Aa2’ by Moody’s Investors Service. The posi- tive credit strengths for the City include “robust finan- cial profile supported by consistently positive opera- tions”, among other factors. The City anticipates the issuance of bonds to finance certain capital improvements. The tables and graphics that follows provide a summary of existing and future estimated debt service payments and funding sources, along with a summary of debt outstanding by year. The annual debt service on new bonds to be issued is included in the financial plans for the Debt Service Fund, Water Fund, and the Sewer Fund. The prelimi- nary estimates for debt service are based on estimates for issuance of new general obligation (G.O.) bonds in the amounts and terms that follow. The amounts are inclusive of project costs plus cost of issuance of bonds, and any capitalized interest planned. • Year 2027, G.O. CIP Bonds, $50,000,000 for new municipal campus/building payable over 25 year term from tax levy, plus support from the Water Fund and Sewer Fund to reduce the tax levy sup- port by 20%. • Year 2027, G.O. Equipment Certificates, $1,400,000 to finance equipment and vehicles over 10 year term payable from tax levy. • Year 2028, G.O. Revenue Bonds, $5,100,000 for sew- er improvements, payable from sewer revenues. • Year 2029, G.O. Equipment Certificates, $1,480,000 to finance equipment and vehicles over 10 year term payable from tax levy. • Year 2030, G.O. Bonds, $6,885,000 for water im- provements, payable from water revenues; and $5,610,000 for the City’s local share of Hennepin County’s improvement project for County Road 10 in the City. • Year 2031, G.O. Equipment Certificates, $1,320,000 to finance equipment and vehicles over 10 year term payable from tax levy. 25 18 CIP and DebtBond Terms The final sizing, structuring, and interest rates will depend on project specifics and market conditions at time of issuance. The amounts shown in the Plan are preliminary and for planning purposes only. The bond issuance sizes include capital acquisition and construction costs, cost of issuance of bonds, and capi- talized interest funds, if applicable. The debt service for the new bonds is based on the terms stated above and a estimated average coupons (interest rate on the bonds) ranging from 2.75% to 5.1% based on maturity dates of the bonds. 26 19 CIP and DebtTABLE 4 Page 1 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Use of Funds Administration 380,000 - Community Development 15,000 66,500 67,250 2,250 1,500 Public Safety 775,020 583,020 246,020 206,020 131,020 721,020 291,020 411,020 206,020 246,020 Public Works / Streets / Parks 1,414,486 885,000 65,000 710,000 38,000 540,000 242,000 345,000 342,000 695,000 Water/Sewer --------- Total*2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 548,020 941,020 *City is reviewing its plans to ensure capital acquisition is supported by source of funds. Source of Funds Bond proceeds 3,192,526 1,360,790 1,433,790 1,289,040 Sale of assets 75,000 100,000 Other Funds / Grants 300,000 350,000 Cash from fund / (Net Unspent Bond Proceeds)(998,020)1,033,020 (983,270)983,270 (1,262,520)1,262,520 (756,020)756,020 548,020 941,020 Total 2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 548,020 941,020 Use of Funds NE Water Treatment Facility, Storage, and Infrastructure (Completion of Projects and use of Unspent Bond Proceeds from Series 2023A ) NE Water Supply Improvements (Federal Funds)1,477,785 Well #2 Well #3 750,000 Well #4 750,000 Well #5 750,000 Well #6 750,000 SE Water Tower 250,000 3,500,000 3,500,000 SE Booster Station 500,000 500,000 SE Water Treatment Facility 250,000 6,000,000 6,000,000Total1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,750,000 750,000 -- Source of Funds Bond proceeds 6,750,000 Federal Funds 1,477,785 Other Funds / Grants 1,000,000 4,000,000 5,000,000 Cash from fund / (Net Unspent Bond Proceeds)(750,000)---750,000 (750,000)6,750,000 750,000 -- Total 1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,750,000 750,000 -- City of Corcoran Capital Improvement Plan Equipment and Vehicles Water Improvements 27 20 CIP and DebtTABLE 4 Page 2 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Capital Improvement Plan Use of Funds NE to SE Trunk Sewer 7,500,000 Total ---7,500,000 ------ Source of Funds Bond proceeds 5,000,000 Cash from fund / Unspent Bond Proceeds ---2,500,000 ------ Total ---7,500,000 ------ Use of Funds Storm Water Infrastructure Total ---------- Source of Funds Bond proceeds Cash from fund / Unspent Bond Proceeds ---------- Total ---------- Use of Funds County Road 10 5,500,000 Total -----5,500,000 ---- Source of Funds Bond proceeds 5,500,000 Cash from fund / Unspent Bond Proceeds Total -----5,500,000 ---- Use of Funds Park Improvements 7,500,000 800,000 750,000 1,000,000 Total 7,500,000 800,000 750,000 1,000,000 ------ Source of Funds Bond proceeds Federal Funds 500,000 Other Funds / Grants 950,000 625,000 Cash from fund / Unspent Bond Proceeds 6,050,000 175,000 750,000 1,000,000 ------ Total 7,500,000 800,000 750,000 1,000,000 ------ Sewer Improvements Capital Projects Funds / Street Improvements Parks Storm Water Improvements 28 21 CIP and DebtTABLE 4 Page 3 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Capital Improvement Plan Use of Funds Municipal campus 50,000,000 Facility improvements 530,000 Other facility improvement projects Total 530,000 -50,000,000 ------- Source of Funds Bond proceeds 530,000 50,000,000 Tax levy - Cash from fund / Unspent Bond Proceeds ------- Total 530,000 -50,000,000 ------- Total Use of Funds Equipment and Vehicles 2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 548,020 941,020 Water Improvements 1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,750,000 750,000 -- Sewer Improvements ---7,500,000 ------ Storm Water Improvements ---------- Street Improvements -----5,500,000 ---- Parks 7,500,000 800,000 750,000 1,000,000 ------ Municipal Facilities 530,000 -50,000,000 ------- Total Use of Funds 12,327,291 6,283,020 56,127,520 9,483,270 921,270 12,762,520 7,283,020 1,506,020 548,020 941,020 Total Source of Funds Bond proceeds 3,722,526 -51,360,790 5,000,000 1,433,790 12,250,000 1,289,040 --- Federal Funds 1,977,785 --------- Other Funds / Grants 2,250,000 4,975,000 5,000,000 ------- Cash from fund / Unspent Bond Proceeds 4,301,980 1,208,020 (233,270)4,483,270 (512,520)512,520 5,993,980 1,506,020 548,020 941,020 Total Source of Funds 12,327,291 6,283,020 56,127,520 9,483,270 921,270 12,762,520 7,283,020 1,506,020 548,020 941,020 Notes: 1. Project costs and bond proceeds shown in this table do not include cost of issuance of the bonds and capitalized interest. Municipal Facilities Total Capital Improvement Plan 29 22 CIP and DebtTABLE 5 Original Par Amount of Bonds 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Debt ServiceG.O. 2016A Bonds (DT Project, and Equipment)2,915,000 295,430 294,880 259,580 61,420 60,100 58,780 67,340 65,780 -- G.O. 2018A Bonds (Park, and Equipment)1,835,000 178,300 178,875 174,375 179,725 101,050 103,380 100,590 102,723 104,688 101,563 G.O. 2020A Bonds (Equipment)805,000 100,200 98,400 96,600 99,750 97,850 95,950 ---- G.O. 2020B Bonds (Refund 2012B)3,365,000 218,640 220,090 221,440 222,690 218,890 225,990 228,760 231,270 233,613 235,785 G.O. 2022A Bonds (Equipment)1,800,000 232,438 235,238 232,738 234,938 236,738 233,238 235,563 233,594 -- G.O. 2023 Bonds (Streets and Park)3,760,000 ---208,756 351,175 346,800 351,925 351,425 350,425 348,925 G.O. 2025A Bonds (Equipment Certificates)3,160,000 -195,992 472,975 476,225 478,475 474,850 470,475 270,350 269,600 268,350 G.O. 2025A Bonds (Facilities)535,000 -30,824 48,925 47,675 51,300 49,800 48,300 46,800 50,175 48,425PROJECTED G.O. 2027A Bonds (Civic Campus)50,000,000 ---2,980,991 3,205,768 3,204,055 3,200,655 3,200,198 3,197,530 3,196,955 PROJECTED G.O. 2027A Bonds (Equipment Certificates)1,400,000 ---49,000 166,900 167,613 168,150 168,513 163,788 163,975 PROJECTED G.O. 2029A Bonds (Equipment Certificates)1,480,000 -----51,800 174,613 175,150 175,513 175,700 PROJECTED G.O. 2030A Bonds (County Road 11)5,610,000 ------405,700 408,100 405,200 407,000 PROJECTED G.O. 2031A Bonds (Equipment Certificates)1,320,000 -------160,600 161,100 161,400 Total 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 5,111,630 5,108,078 Source of Funds Tax levy 1,184,928 1,702,736 1,743,843 4,549,936 4,574,233 4,941,021 4,990,298 4,770,983 4,767,206 4,623,994 Special assessments (collected in current year)74,597 68,608 -------- Transfer in from Water Fund 474,199 75,240 428,261 344,171 343,461 343,031 347,349 346,857 321,834 321,691 Transfer in from Sewer Fund 374,836 118,490 486,980 360,791 359,721 358,931 362,889 362,037 321,834 321,691 Debt service funds draw (increase) in fund balance (1,083,552)(710,775)(1,152,452)(693,728)(309,169)(630,727)(248,466)(65,375)(299,243)(159,298) Total Governmental Debt 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 5,111,630 5,108,078 Debt ServiceG.O. 2014B Bonds 3,130,000 220,700 220,825 215,875 215,850 215,456 214,688 198,894 198,072 196,856 195,241 G.O. 2020A Bonds (Water Portion)1,145,000 125,400 123,150 125,850 123,500 126,100 123,700 121,250 125,000 -- G.O. 2023 Bonds (Water)21,785,000 1,249,200 1,250,200 1,250,200 1,249,200 1,247,200 1,249,075 1,244,825 1,244,450 1,242,825 1,247,700 PROJECTED G.O. 2028A Bonds (Sewer)5,100,000 ----370,600 368,700 371,500 369,000 371,200 368,100 PROJECTED G.O. 2030A Bonds (Water)6,885,000 ------500,800 501,400 501,600 501,400Subtotal1,595,300 1,594,175 1,591,925 1,588,550 1,959,356 1,956,163 2,437,269 2,437,922 2,312,481 2,312,441 Note Payable to Maple Grove, 2014 300,000 43,548 33,422 41,841 ------- Note Payable to Maple Grove, 2016 117,790 11,779 11,779 11,779 ------- Subtotal 55,327 45,201 53,620 ------- Total 1,650,627 1,639,376 1,645,545 1,588,550 1,959,356 1,956,163 2,437,269 2,437,922 2,312,481 2,312,441 Source of Funds Water Fund 1,530,168 1,511,616 1,524,920 1,467,596 1,467,656 1,464,200 1,957,556 1,960,773 1,833,390 1,829,103 Sewer Fund 120,458 127,760 120,625 120,954 121,100 123,263 108,213 108,149 107,892 115,237 Total Proprietary Debt 1,650,627 1,639,376 1,645,545 1,588,550 1,588,756 1,587,463 2,065,769 2,068,922 1,941,281 1,944,341 Notes: 2. Transfers from Water/Sanitary Sewer pay a pro-rata share of Governmental Debt that benefits the utility services. This includes 2016A Bonds and 2026A Bonds for Facilities. City of Corcoran Debt Service (Principal and Interest Payments) and Source of Funds 1. Collection of the tax levy is in the calendar year prior to the payment of debt service. This results in increase in fund balance of the debt service funds in the year prior to payment due. This is shown as a negative amount in the table above. PROPRIETARY DEBT GOVERNMENTAL DEBT 30 23 CIP and DebtTABLE 6 Original Par Amount of Bonds 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 GOVERNMENTAL DEBT Debt ServiceG.O. 2016A Bonds (DT Project, and Equipment)2,915,000 825,000 545,000 295,000 240,000 185,000 130,000 65,000 ---G.O. 2018A Bonds (Park, and Equipment)1,835,000 1,020,000 870,000 720,000 560,000 475,000 385,000 295,000 200,000 100,000 -G.O. 2020A Bonds (Equipment)805,000 465,000 375,000 285,000 190,000 95,000 ----- G.O. 2020B Bonds (Refund 2012B)3,365,000 2,720,000 2,540,000 2,355,000 2,165,000 1,975,000 1,775,000 1,570,000 1,360,000 1,145,000 925,000G.O. 2022A Bonds (Equipment)1,800,000 1,800,000 1,270,000 1,080,000 880,000 670,000 455,000 230,000 ---G.O. 2023 Bonds (Streets and Park)3,760,000 3,575,000 3,385,000 3,760,000 2,965,000 2,740,000 2,505,000 2,255,000 1,995,000 1,720,000 1,435,000G.O. 2025A Bonds (Equipment Certificates)3,160,000 -3,160,000 2,835,000 2,490,000 2,125,000 1,745,000 1,350,000 1,140,000 920,000 690,000 G.O. 2025A Bonds (Facilities)535,000 -535,000 510,000 485,000 455,000 425,000 395,000 365,000 330,000 295,000PROJECTED G.O. 2027A Bonds (Civic Campus)50,000,000 --50,000,000 50,000,000 49,050,000 48,075,000 47,075,000 46,045,000 44,985,000 43,890,000PROJECTED G.O. 2027A Bonds (Equipment Certificates)1,400,000 --1,400,000 1,400,000 1,280,000 1,155,000 1,025,000 890,000 755,000 615,000PROJECTED G.O. 2029A Bonds (Equipment Certificates)1,480,000 ----1,480,000 1,480,000 1,355,000 1,225,000 1,090,000 950,000 PROJECTED G.O. 2030A Bonds (County Road 11)5,610,000 -----5,610,000 5,425,000 5,230,000 5,030,000 4,820,000PROJECTED G.O. 2031A Bonds (Equipment Certificates)1,320,000 ------1,320,000 1,210,000 1,095,000 975,000Total10,405,000 12,680,000 63,240,000 61,375,000 60,530,000 63,740,000 62,360,000 59,660,000 57,170,000 54,595,000 PROPRIETARY DEBT Debt ServiceG.O. 2014B Bonds 3,130,000 1,755,000 1,590,000 1,425,000 1,255,000 1,080,000 900,000 730,000 555,000 375,000 190,000G.O. 2020A Bonds (Water Portion)1,145,000 715,000 600,000 485,000 365,000 245,000 125,000 ----G.O. 2023 Bonds (Water)21,785,000 20,820,000 20,430,000 20,020,000 19,590,000 19,140,000 18,665,000 18,170,000 17,650,000 17,105,000 16,530,000PROJECTED G.O. 2028A Bonds (Sewer)5,100,000 ---5,100,000 4,930,000 4,755,000 4,570,000 4,380,000 4,180,000 3,975,000 PROJECTED G.O. 2030A Bonds (Water)6,885,000 -----6,885,000 6,655,000 6,415,000 6,165,000 5,905,000 Subtotal 23,290,000 22,620,000 21,930,000 26,310,000 25,395,000 31,330,000 30,125,000 29,000,000 27,825,000 26,600,000Note Payable to Maple Grove, 2014 300,000 69,782 39,849 --------Note Payable to Maple Grove, 2016 117,790 23,558 11,779 -------- Subtotal 93,340 51,628 -------- Total 23,383,340 22,671,628 21,930,000 26,310,000 25,395,000 31,330,000 30,125,000 29,000,000 27,825,000 26,600,000 City of CorcoranDebt Outstanding at Year-End 31 24 CIP and Debt $0 $10 $20 $30 $40 $50 $60 $70 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Capital Project Spending Millions Municipal Facilities Parks Street Improvements Sewer Improvements Water Improvements Equipment and Vehicles Annual spending on capital and the types of projects is projected to vary from year to year CHART 11 $0 $10 $20 $30 $40 $50 $60 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Source of Funds for Capital Improvements Millions Cash from fund /Unspent BondProceeds Other sources(includingintergovernmental/grants) Bond proceeds Bonding to finance capital improvements is planned along with other sources of revenue CHART 12 32 25 CIP and Debt $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 $9.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Annual Debt Service Millions Proprietary Funds Governmental Funds Increase in debt service payments is planned as the City undertakes planned improvements to facilities, utility infrastructure, and local share of County Road 10 project CHART 13 $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 $9.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Revenue for Existing/New Debt Service Millions CHART 14 Tax levy Utility revenue Majority of future total outstanding debt (inclusive of existing and planned new debt) will be payable from tax levy 33 26 CIP and Debt $0.0 $10.0 $20.0 $30.0 $40.0 $50.0 $60.0 $70.0 $80.0 $90.0 $100.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Debt Outstanding (Existing and Planned) Millions CHART 15 GovernmentalFunds Proprietary Funds City debt outstanding both for governmental and proprietary (utilities) is planned to increase with construction of facilities and other improvements as the City grows $0.0 $10.0 $20.0 $30.0 $40.0 $50.0 $60.0 $70.0 $80.0 $90.0 $100.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Debt Outstanding (Existing and Planned) Millions CHART 16 Existing PlannedDebt City debt outstanding will increase with construction of facilities and other improvements as the City grows 34 27 Financial Plans FINANCIAL PLANS Background Financial plans have been prepared for each of the fol- lowing type of funds: Governmental Funds • General Fund • Debt Service Funds • Special Revenue Funds • Capital Projects Funds (Combined) • Capital Parks Fund • Capital Equipment Fund • Capital Facilities Fund Proprietary Funds (Enterprise Funds) • Water Fund • Sewer Fund • Storm Water Fund Governmental Funds are used to account for most typ- ical municipal functions of the City. The acquisition, use, and balances of the City’s expendable financial re- sources and the related current liabilities (except those accounted for in Proprietary Funds), are accounted for through the Governmental Funds. Proprietary Funds (Enterprise Funds) are used to ac- count for the City’s ongoing municipal utility op- erations that are similar to businesses found in the private sector. These funds are considered self-sup- porting in that the services rendered by them are fi- nanced through user charges. The financial plans for the Proprietary Funds include assets and liabilities in addition to the revenues and expenditures. For the Proprietary Funds there is a capitalization of certain expenses and the subsequent depreciation of the capi- talized costs. Summary of Key Factors and Assumptions The key factors or assumptions used to develop the financial plans are as follows, among other items: • 3.0% annual increase in operating expense for the Governmental Funds. • 2.0% annual increase in non-property tax revenue for the Governmental Funds. • Annual property tax levies to be set at a level suf- ficient to fund planned operations and debt service on bonds issued to finance capital, including facil- ity improvements. • Fiscal disparities distribution of property taxes and contribution of property tax capacity is assumed to be at the same level as estimated for Pay 2026. The actual amounts will vary by year and will impact the projections shown in the Plan. • Maintain a minimum balance in the General Fund equal to a minimum of 42% of the following year projected expenditures, recognizing the need for cash flow and contingency. This is consistent with the City’s current fund balance policy. • 3.0%-4.0% average annual rate increase for water and sewer services. The annual percent rate in- crease is approximate and reflects the anticipated cost increases and projected need for reserves for future capital improvements. 35 28 Financial Plans • 1.0% annual investment income rate for all City Funds. • Maintain cash in the Enterprise Funds sufficient to achieve projected year-end cash balance to cover the following purposes: - Three-months of operating expense - Following-year debt service payments - Following year capital acquisition (planned to be paid from cash) - Reserves for future capital improvements and other reserve purposes • Maintain positive balances in all other City funds and amounts sufficient to meet specific cash flow requirements of the funds. 36 29 Financial Plans Expense Personnel and other operating costs are shown in the Plan to be increasing in future years to address the de- mands of a growing community. The financial plan for the General Fund includes place- holder amounts for increased expense for staffing. Transfers To and From Other Funds Transfers between funds for future years include the following: • Transfers from the Water Fund and Sewer Fund to the General Fund to pay an allocated share of op- erating costs. • Transfer from the Water Fund and Sewer Fund to the Debt Service Fund to pay debt services for the 2016A Bonds and the bonds anticipated to be is- sued in 2027 to pay an allocated portion for mu- nicipal building improvements. • The Plan does not include transfers from the General Fund to the Equipment Fund. The Plan anticipates the City will levy taxes for deposit into the Equipment Fund. TOTAL GOVERNMENTAL FUNDS COMBINED The table that follows provides total sources and uses of funds for the following Governmental Funds com- bined. Individual financial plans are then provided for each of the following funds: • General Fund • Debt Service Funds • Special Revenue Funds • Capital Projects Funds (Combined) • Capital Parks Fund • Capital Equipment Fund • Capital Facilities Fund The City’s annual financial statements include a break- down of individual funds for the Debt Service Funds, Special Revenue Funds, and Capital Projects Funds. For purposes of the Plan, this level of detail is not in- cluded and these funds are combined. Revenue Annual source of funds from non-property tax levy sources has been stable for the City and is expected to remain so in the future. The City does not receive local government aid (LGA) from the state. Property tax levy increases will be needed to pay for increased operating costs and debt service related to planned capital improvements. TOTAL GOVERNMENTAL FUNDS 37 30 Financial Plans $0.0 $10.0 $20.0 $30.0 $40.0 $50.0 $60.0 $70.0 $80.0 2023 2024 2025 2026 2027 2028 2029 2030 2032Source and Use of Funds Millions CHART 17 Total Governmental Funds Source of Funds Use of Funds Minimum fund balance policy objectives of the City are projected to be met with source of funds sufficient to cover use of funds and provide sufficient reserves Year 2027 includes the planned financing (bond issuance) and construction of a new muncipal facility with estimated cost of $50 million. $0.0 $5.0 $10.0 $15.0 $20.0 $25.0 2023 2024 2025 2026 2027 2028 2029 2030 2032Year-End Fund Balance Millions CHART 18Total Governmental Funds Future years include projected increase in fund balance to support planned increase in the City's budget consistent with City's policy for maintaining adequate fund balance TOTAL GOVERNMENTAL FUNDS 38 31 Financial Plans TABLE 7 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 1,034,775 1,276,659 339,347 239,234 243,786 248,426 253,155 257,974 262,887 267,894 Assessments 111,151 126,837 74,597 68,608 ------ Licenses and permits 1,733,964 1,876,783 1,503,431 1,615,800 1,664,274 1,714,202 1,765,628 1,818,597 1,873,155 1,929,350 Intergovernmental 1,663,827 484,183 2,318,500 1,597,983 641,672 660,923 680,750 701,173 722,208 743,874 Investment Income 847,268 339,316 116,462 77,872 81,413 92,814 80,852 106,960 101,607 110,645 Fines and forfeitures 29,748 26,980 30,000 25,000 25,750 26,523 27,318 28,138 28,982 29,851 Cable franchise fees 66,865 66,024 65,000 65,000 66,950 68,959 71,027 73,158 75,353 77,613 Miscellaneous 7,225,190 2,264 -------- Other revenues 460,182 87,327 1,751,844 1,309,290 851,959 722,297 1,297,054 651,477 79,072 1,300,972 Bond proceeds (incl premium/discounts)4,166,391 -3,788,636 -53,207,366 -1,433,790 5,500,000 1,289,040 - Sale of capital assets 26,399 430,657 75,000 100,000 ------ Transfer in from General Fund 344,313 380,127 198,303 200,000 ------ Transfer in from Utility Funds 602,600 601,430 1,649,035 593,730 1,455,691 1,261,625 1,276,544 1,292,525 1,318,519 1,335,424 Transfer in from Capital Proj Fund 1,986,195 16,543 -------- Subtotal Non Property Tax Funds 20,298,868 5,715,130 11,910,155 5,892,517 58,238,861 4,795,766 6,886,119 10,430,002 5,750,823 5,795,623---------- Property tax levy 7,038,248 8,352,937 9,159,263 11,917,360 14,049,635 16,269,106 16,753,113 17,629,924 18,005,846 18,180,578---------- Total Source of Funds 27,337,116 14,068,067 21,069,417 17,809,877 72,288,496 21,064,872 23,639,232 28,059,926 23,756,670 23,976,201 Expense Current expenditures 8,242,883 10,278,064 10,946,875 13,042,726 14,197,677 14,803,608 15,374,716 15,972,957 16,452,146 16,945,711 Capital outlay 11,219,638 5,011,195 10,599,506 2,283,020 51,127,520 1,983,270 171,270 6,762,520 533,020 756,020 Debt service 872,419 1,231,084 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 Transfer out to Equip Fund 10,000 --------- Transfer out to Enterprise Funds 10,000 5,000 -------- Transfer out to Other Govt Funds 32,000 38,000 -------- Transfer out to Capital Projects Fund 2,288,508 19,670 198,303 200,000 ------ Transfer out to Facilities Fund -339,000 -------- Total Use of Funds 22,675,448 16,922,013 22,769,692 16,780,044 66,831,830 21,348,046 20,514,231 27,747,732 22,437,236 23,116,232 Net Change in fund balance 4,661,668 (2,853,946)(1,700,275)1,029,833 5,456,666 (283,174)3,125,001 312,194 1,319,433 859,969 Ending Fund Balance 14,571,843 11,717,897 10,017,622 11,047,455 16,504,121 16,220,947 19,345,949 19,658,143 20,977,576 21,837,546 Ending Cash Balance 17,656,444 14,624,984 10,986,050 12,015,883 17,472,550 17,189,376 20,314,377 20,626,571 21,946,005 22,805,974 City of Corcoran Total Governmental Funds Combined Financial Plan Actual Projected 39 32 Financial Plans GENERAL FUND The General Fund is the primary fund used by the City. This fund is used to record all resource inflows and outflows that are not associated with special-pur- pose funds. The activities being paid for through the General Fund constitute the core administrative and operational tasks of the City. Revenue Annual source of non-tax revenue for the General Fund has been stable and is growing. Licenses and permits provides the single largest source of non-tax revenue to the General Fund. The City does not receive local government aid (LGA) from the state. The next larg- est sources of non-tax revenue are charges for services and intergovernmental. Tax Levy Revenue Property tax levy revenue is estimated to increase each year. The Plan does not include transfer out of revenue from the General Fund to other city funds in future years. The other funds will rely on other sources of revenue, including federal/state grants, bond pro- ceeds, and charges for service. Figure 2 provides the projected General Fund prop- erty tax levy by year, along with the annual percent changes. Non-Tax Revenue Non-tax revenue includes charges for services, license and permits, intergovernmental, transfers in from the utility funds, among other sources of non-tax revenue. The financial plan for the General Fund is based on the following key assumptions for non-tax revenues: • Non-tax revenues increase of 2.0% annually. • Annual investment income rate of 1.0%. Intergovernmental Revenue in prior years is shown to be higher than future years due to receipt of one-time federal funds related aid. Expense The General Fund is used to account for the expense of providing general government services for the City. The largest use of funds for current expenditures is for the cost of personnel. Other expenses include operat- ing materials and supplies, equipment, and profes- sional services, among other items. The financial plan for the General Fund is based on the following key assumptions: • Current expenditures (includes personnel costs) increase by 3.0% annually for inflation. • Increase in staff (FTE) and position changes are planned. Details can be found in Appendix C. Tax Collection Year General Fund Tax Levy % Change in Tax Levy20247,187,648 13.1% 2025 7,974,335 10.9% 2026 10,214,624 28.1% 2027 12,305,792 20.5% 2028 11,719,170 -4.8% 2029 12,178,881 3.9% 2030 12,688,903 4.2% 2031 13,015,548 2.6% Figure 2. General Fund Tax Levy GENERAL FUND 40 33 Financial Plans Transfers To and From Other Funds The Water Fund and the Sewer Fund transfer revenue in to the General Fund to pay an allocated share of operating costs. This transfer is projected to continue with annual inflationary adjustments. There are no future planned transfers out from the General Fund to other funds. Fund Balance The maintenance of the City’s reserves, including growing fund balance (reserves), is important to the maintaining the City’s credit rating on its outstanding bonds. Fund balance for the General Fund is planned to re- main at a minimum of 42% of the following year pro- jected expenditures, recognizing the need for cash flow and contingency. This is consistent with the City’s cur- rent adopted fund balance policy. GENERAL FUND 41 34 Financial Plans $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 2024 2025 2026 2027 2028 2029 2030 2032 M illio n s CHART 19General Fund Fund Balance Minimum Fund Balance Fund Balance is planned to meet City policy for minimum balance $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 2024 2025 2026 2027 2028 2029 2030 2032 So urce an d U se of Fu n d s M illio ns CHART 20General Fund Property Tax Revenue Non-Property Tax Revenues Use of Funds Property tax revenue provides the majority of source of funds for the General Fund -30.0% -20.0% -10.0% 0.0% 10.0% 20.0% 30.0% 40.0% 2024 2025 2026 2027 2028 2029 2030 2032 A n n u a l % C h a n g e in S o u r c e a n d U s e o f F u n d s CHART 21General Fund Property Tax Revenue Non-Property Tax Revenues Use of Funds Non-Property Tax Revenues fluctuate mostly due to Intergovernmental Revenues (one-time sources) and Licenses and Permits Revenue related to Construction Projects within the City $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 2024 2025 2026 2027 2029 2030 2032 Use of Funds Millions CHART 22General Fund Current expenditures Increase in positions (cumulative) Transfers to Other Funds City is planning to add positions over the next several years in response to growth in the community and service demands 42 35 Financial Plans TABLE 8 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 170,851 206,827 293,500 192,700 196,554 200,485 204,495 208,585 212,756 217,011 Assessments 633 -------- Licenses and permits 1,733,964 1,876,783 1,503,431 1,615,800 1,664,274 1,714,202 1,765,628 1,818,597 1,873,155 1,929,350 Intergovernmental 1,350,857 484,183 568,500 622,983 641,672 660,923 680,750 701,173 722,208 743,874 Investment Income 385,049 38,787 25,000 35,000 35,350 35,704 36,061 36,421 36,785 37,153 Fines and forfeitures 29,748 26,980 30,000 25,000 25,750 26,523 27,318 28,138 28,982 29,851 Cable franchise fees 66,865 66,024 65,000 65,000 66,950 68,959 71,027 73,158 75,353 77,613 Other revenues 69,159 24,698 11,250 8,250 8,498 8,752 9,015 9,285 9,564 9,851 Bond proceeds (incl premium/discounts)--------- Sale of capital assets 1,515 165,830 ------- Transfer in from Utility Funds 602,600 535,500 500,000 400,000 540,450 556,664 573,363 590,564 608,281 626,530 Transfer in from Capital Proj Fund 16,543 Subtotal Non Property Tax Funds 4,411,241 3,442,155 2,996,681 2,964,733 3,179,498 3,272,210 3,367,658 3,465,921 3,567,085 3,671,234 Property tax levy 6,233,945 7,166,329 7,974,335 10,214,624 12,305,792 11,719,170 12,178,881 12,688,903 13,015,548 13,409,595 Total Source of Funds 10,645,186 10,608,484 10,971,016 13,179,357 15,485,290 14,991,381 15,546,538 16,154,824 16,582,633 17,080,829 -- Expense Current expenditures 8,178,425 9,998,589 10,772,713 12,979,357 14,132,408 14,736,380 15,305,471 15,901,635 16,378,685 16,870,045 Capital outlay -169,876 ------- Transfer out to Equip Fund 10,000 - Transfer out to Enterprise Funds 10,000 5,000 Transfer out to Other Govt Funds 32,000 38,000 Transfer out to Capital Projects Fund 973,981 3,127 198,303 200,000 Transfer out to Facilities Fund 339,000 - Total Use of Funds 9,204,406 10,553,592 10,971,016 13,179,357 14,132,408 14,736,380 15,305,471 15,901,635 16,378,685 16,870,045 Net Change in fund balance 1,440,780 54,892 --1,352,882 255,001 241,067 253,189 203,948 210,784 Ending Fund Balance 4,528,487 4,583,379 4,583,379 4,583,379 5,936,261 6,191,262 6,432,329 6,685,518 6,889,466 7,100,251 Ending Cash Balance 6,162,145 5,186,676 5,186,676 5,186,676 6,539,558 6,794,559 7,035,626 7,288,815 7,492,763 7,703,548 City of Corcoran General Fund Financial Plan Actual Projected 43 36 Financial Plans fers in from other funds, property tax levy, and bond proceeds for any capitalized interest funds. General obligation equipment certificates will be re- paid from property tax levy. Prior year and future pro- jected tax levy amounts for repayment of equipment certificates are included in the Plan. The Plan anticipates the issuance of new general ob- ligation bonds that will be accounted for in the Debt Service Funds. Future debt will be supported by a combination of tax levy, special assessments, and transfers in of revenue from the Water Fund and the Sewer Fund. Expense The use of funds is for the payment of debt, including principal and interest payments. Transfers From Other Funds The City plans to transfer revenue from the Water Fund and Sewer Fund to the Debt Service Fund for the 2016A Bonds. Future transfers from the Water Fund and Sewer Fund are also anticipated in the Plan for an allocated portion of debt service on the proposed new municipal facility, with bond issuance in 2027. DEBT SERVICE FUND The Debt Service Fund includes the combined funds used to account for all of the City’s governmental debt service, not including debt obligation for the Proprietary Funds, which is accounted for separately. At the end of 2024, the City reported total general ob- ligation bonds payable (reported as Governmental Debt) of $11,105,000. In addition, the Water Fund and the Sewer Fund report debt outstanding of $23,930,000, which is accounted for separately in the Proprietary Funds. The year-end cash balance in the Debt Service Funds fluctuates due to the timing of collection of revenue, for example tax levy, in the year prior to debt service payments coming due. The City is required by Minnesota statute to have cash available in the respective debt service funds equal to 105% of the debt service payments coming due for a specific bond series, with some limited exceptions. For example, the year-end cash balance includes cash from collection of special assessments and tax levy in current year to pay the following February 1st debt payments. The City receives a tax settlement from the County in June and December of each year. The first half tax settlement is available to cover the August 1st debt payments and the second tax settlement is avail- able to cover the February 1st payments. Revenue The Debt Service Funds include the following source of funds: special assessments, interest income, trans- DEBT SERVICE FUND 44 37 Financial Plans $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 2024 2025 2026 2027 2028 2029 2030 2032 E n d in g C ash B a la n ce M illio n s CHART 23Debt Service Funds Ending Cash Balance Cash Balance is projected to grow as debt issuance increases and be sufficient to cover all debt service payments due Ending cash balance fluctuates due to timing of revenue and when debt payments are due, balances also fluctuate due to amortization of existing debt and issuance of new debt. $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 2024 2025 2026 2027 2028 2029 2030 2032 S o u r c e a n d U se of F u n d s M illio n s CHART 24Debt Service Funds Property Tax Revenue Non-Property Tax Revenues Use of Funds City is planning to issue new debt in 2023, 2024, and 2026 Difference between revenues and use of funds (for debt service) fluctuates due to timing of revenue and when debt payments are due, use of funds also fluctuates due to amortization of existing debt and issuance of new debt. -50% 0% 50% 100% 150% 200% 250% 2024 2025 2026 2027 2028 2029 2030 2032 A n n u a l % C h a n g e in S o u rc e a n d U s e of F u n d s CHART 25Debt Service Funds Property Tax Revenue Use of Funds Property Tax Revenue needed for debt service is projected to increase over the next five years with issuance of new debt supported by tax levy $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 2025 2026 2027 2028 2029 2030 2031 2032 2033Debt Ser vice Payme nts (prin cipal and interst) M illions CHART 26Debt Service Fund Existing Debt New Debt Debt service is planned to increase with issuance of new debt for equipment, facilities, and County Road 10 over the next several years in response to growth in the community and service demands 45 38 Financial Plans TABLE 9 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments 78,067 84,730 74,597 68,608 Licenses and permits Intergovernmental Investment Income 35 6,175 Fines and forfeitures Cable franchise fees Miscellaneous Other revenues Bond proceeds (incl premium/discounts)123,356 -136,491 -1,846,576 Sale of capital assets Transfer in from General Fund Transfer in from Utility Funds 65,930 849,035 193,730 915,241 704,961 703,181 701,961 710,238 708,894 Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 201,458 156,835 1,060,123 262,338 2,761,817 704,961 703,181 701,961 710,238 708,894 Property tax levy 804,303 1,186,608 1,184,928 1,702,736 1,743,843 4,549,936 4,574,233 4,941,021 4,990,298 4,770,983 Total Source of Funds 1,005,761 1,343,443 2,245,051 1,965,074 4,505,660 5,254,897 5,277,414 5,642,982 5,700,536 5,479,877 Expense Current expenditures ---------- Capital outlay Debt service 872,419 1,231,084 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds 872,419 1,231,084 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 Net Change in fund balance 133,342 112,359 1,220,043 710,775 2,999,027 693,728 309,169 630,727 248,466 65,375 Ending Fund Balance 180,638 292,997 1,513,040 2,223,815 5,222,842 5,916,570 6,225,739 6,856,466 7,104,932 7,170,307 Ending Cash Balance 178,903 292,127 1,512,170 2,222,945 5,221,972 5,915,700 6,224,869 6,855,596 7,104,062 7,169,438 City of Corcoran Debt Service Funds Financial Plan Actual Projected 46 39 Financial Plans SPECIAL REVENUE FUNDS The financial plan for the Special Revenue Funds as in- cluded in the Plan provides sources and uses of funds on a combined basis for the following special revenue funds. The funds included are as follows: • Fund 201 Reserve Donation • Fund 202 Police Donation • Fund 204 Firearms Safety • Fund 205 DWI Forfeiture • Fund 206 Drug Forfeiture • Fund 207 Truck Safety • Fund 208 Lawful Gambling • Fund 209 Emergency Sirens Revenue The source of funds for the special revenue funds come from donations, charges for services, and other miscellaneous revenue sources which are generally restricted for the purpose they were collected. There is no property tax levy that is recorded to the special revenue funds. Expense The use of funds is restricted for the purpose of the funds collected. Transfers To and From Other Funds There are no transfers. 47 40 Financial Plans TABLE 10 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 27,531 45,169 45,847 46,534 47,232 47,941 48,660 49,390 50,131 50,883 Assessments Licenses and permits Intergovernmental Investment Income 46,374 6,061 4,389 4,911 5,437 5,966 6,498 7,032 7,567 8,105 Fines and forfeitures Cable franchise fees Miscellaneous Other revenues 59,947 62,629 63,568 64,522 65,490 66,472 67,469 68,481 69,508 70,551 Bond proceeds (incl premium/discounts) Sale of capital assets Transfer in from General Fund 7,000 8,000 Transfer in from Utility Funds Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 140,852 121,859 113,804 115,968 118,159 120,379 122,627 124,903 127,206 129,539 Property tax levy Total Source of Funds 140,852 121,859 113,804 115,968 118,159 120,379 122,627 124,903 127,206 129,539 Expense Current expenditures 73,714 59,731 61,523 63,369 65,270 67,228 69,245 71,322 73,462 75,665 Capital outlay Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds 73,714 59,731 61,523 63,369 65,270 67,228 69,245 71,322 73,462 75,665 Net Change in fund balance 67,138 62,128 52,281 52,599 52,890 53,151 53,382 53,581 53,745 53,873 Ending Fund Balance 378,654 440,782 493,063 545,662 598,551 651,703 705,085 758,666 812,410 866,283 Ending Cash Balance 408,136 438,857 491,138 543,737 596,626 649,778 703,160 756,741 810,485 864,358 City of Corcoran Special Revenue Funds Financial Plan Actual Projected 48 41 Financial Plans Transfers To and From Other Funds The financial plan does not include any on-going an- nual transfers to and from other funds for the Capital Projects Funds. The City Council may approve un- budgeted transfers to and from the Capital Projects Funds based on available resources. CAPITAL PROJECTS FUNDS The financial plan for the Capital Projects Funds, as in- cluded in the Plan, provides sources and uses of funds on a combined basis for all of the City’s capital projects funds, with two exceptions. For purposes of the Plan, the Capital Equipment Fund (416), the Park Capital Fund (415), and the Facilities Fund / City Hall (400) are not included as part of the “Capital Projects Funds” as included here. Separate financial plans are included in the Plan for the three other funds for equipment, parks, and facilities. Revenue The revenue for the Capital Projects Funds has histori- cally come from intergovernmental revenues, invest- ment income, transfers in from the utility funds, and bond proceeds. Expense Currently the only street improvement project antici- pated in the Plan is the City’s local share of the an- ticipated Hennepin County improvement project for County Road 10 in the City in 2030. No city street im- provements are included in the CIP. The City includes street maintenance funding within the General Fund operating budget, including use of Municipal State Aid for street maintenance. Improvement to Gravel Roads The City has discussed a need to establish a plan to be- gin paving gravel roads. A dedicated revenue source is likely needed for this to take place and should be discussed and included in future Plans. 49 42 Financial Plans TABLE 11 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments 32,451 42,107 Licenses and permits Intergovernmental 312,970 -------- Investment Income 207,193 214,415 34,230 17,169 19,340 19,534 19,729 19,927 20,126 20,327 Fines and forfeitures Cable franchise fees Miscellaneous 7,219,568 2,164 Other revenues 331,076 Bond proceeds (incl premium/discounts)4,043,035 -----5,500,000 -- Sale of capital assets -------- Transfer in from General Fund 327,313 369,000 198,303 200,000 ------ Transfer in from Utility Funds -------- Transfer in from Capital Proj Fund 1,986,195 Subtotal Non Property Tax Funds 14,459,801 627,686 232,533 217,169 19,340 19,534 19,729 5,519,927 20,126 20,327 Property tax levy -------- Total Source of Funds 14,459,801 627,686 232,533 217,169 19,340 19,534 19,729 5,519,927 20,126 20,327 Expense Current expenditures -219,744 -------- Capital outlay 10,474,918 3,611,329 -----5,500,000 -- Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund 1,314,527 16,543 Transfer out to Facilities Fund Total Use of Funds 11,789,445 3,847,616 -----5,500,000 -- Net Change in fund balance 2,670,356 (3,219,930)232,533 217,169 19,340 19,534 19,729 19,927 20,126 20,327 Ending Fund Balance 4,704,278 1,484,348 1,716,881 1,934,050 1,953,390 1,972,924 1,992,654 2,012,580 2,032,706 2,053,033 Ending Cash Balance*6,120,068 3,423,007 1,716,881 1,934,050 1,953,390 1,972,924 1,992,654 2,012,580 2,032,706 2,053,033 * Plan assumes adjustments to other assets and liabilities in 2025, resulting in ending cash balance and ending fund balance to be equal. Actual amounts will vary from these estimates. City of Corcoran Capital Projects Funds (Not including Facilities Improvement Fund 400, Equipment-Cert Fund 416, and Park Capital Fund 415) Financial Plan Actual Projected 50 43 Financial Plans PARK CAPITAL FUND (415) The financial plan for the Park Capital Fund includes the collection of revenues, including park dedication fees, for the maintenance and betterment of the City’s parks and recreation facilities. Revenue Park dedication fee revenue provides the major source of revenue for park improvements. Intergovernmental revenue, often in the form of grants, provides addi- tional revenue for parks. Park dedication fee revenue in the Plan is estimated based on the estimated housing units to be added by year in the Plan and current adopted park dedication fees. The current adopted park dedication fees are as follows: $5,954 per single family residential unit; $4,40 for multi-family residential units; and $5,866 per com- mercial-industrial acre. The fee amounts are assumed to remain at these amounts for the planning period, with no adjustments assumed. Expense Expense includes costs for the planning, design, and construction of park improvements, and capital main- tenance. Transfers To and From Other Funds The financial plan does not include any transfers to or from other funds for the Park Capital Fund. 51 44 Financial Plans TABLE 12 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 836,393 1,024,663 Assessments Licenses and permits Intergovernmental --1,450,000 625,000 ------ Investment Income 193,300 73,878 52,843 9,642 20,353 20,837 17,516 29,897 35,933 36,292 Fines and forfeitures Cable franchise fees Miscellaneous 5,622 100 Other revenues 1,677,026 1,236,518 777,972 647,072 1,220,570 573,710 -1,220,570 Bond proceeds (incl premium/discounts)-------- Sale of capital assets -------- Transfer in from General Fund 3,127 Transfer in from Utility Funds Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 1,035,315 1,101,768 3,179,869 1,871,160 798,325 667,909 1,238,086 603,607 35,933 1,256,862 Property tax levy Total Source of Funds 1,035,315 1,101,768 3,179,869 1,871,160 798,325 667,909 1,238,086 603,607 35,933 1,256,862 Expense Current expenditures (9,256)--------- Capital outlay 740 335,299 7,500,000 800,000 750,000 1,000,000 ---- Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds (8,516)335,299 7,500,000 800,000 750,000 1,000,000 ---- Net Change in fund balance 1,043,831 766,469 (4,320,131)1,071,160 48,325 (332,091)1,238,086 603,607 35,933 1,256,862 Ending Fund Balance 4,389,485 5,155,954 835,823 1,906,983 1,955,308 1,623,217 2,861,303 3,464,910 3,500,842 4,757,704 Ending Cash Balance 4,380,229 5,284,317 964,186 2,035,346 2,083,671 1,751,580 2,989,666 3,593,273 3,629,205 4,886,067 City of Corcoran Park Capital Fund (415) Financial Plan Actual Projected 52 45 Financial Plans CAPITAL EQUIPMENT FUND (416) The City uses the Capital Equipment Fund to record all revenue and expense related to the acquisition of equipment and vehicles. Revenue The source of revenue has historically come from the issuance of bonds. The Plan assumes the City will con- tinue to finance equipment and vehicle purchases from proceeds of equipment certificates (bonds), in addition to other sources of revenue, including investment in- come and sale of capital assets, for example. The Plan anticipates issuance of general obligation bonds (equipment certificates) for equipment and ve- hicle acquisitions in 2027, 2029, and 2031. Future bond issuance after 2031 will depend on the future available cash and future capital acquisition plans. Expense The projected use of funds is for planned capital acqui- sition of equipment and vehicles. The Plan currently shows expense within projected available revenues, including bond proceeds. The City regularly reviews its plans for capital expense and adjust acquisition plans to ensure that the Capital Equipment Fund maintains positive ending cash bal- ance. Transfers To and From Other Funds There are no planned recurring annual transfers. The Plan does include a one-time transfer in from the Utility Funds in 2025 for equipment. 53 46 Financial Plans TABLE 13 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments Licenses and permits Intergovernmental 300,000 350,000 ------ Investment Income 15,317 --11,150 931 10,773 1,048 13,684 1,196 8,768 Fines and forfeitures Cable franchise fees Miscellaneous Other revenues Bond proceeds (incl premium/discounts)3,107,466 -1,360,790 -1,433,790 -1,289,040 - Sale of capital assets 24,884 264,827 75,000 100,000 ------ Transfer in from General Fund 10,000 -- Transfer in from Utility Funds 300,000 ------- Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 50,201 264,827 3,782,466 461,150 1,361,721 10,773 1,434,838 13,684 1,290,236 8,768 Property tax levy Total Source of Funds 50,201 264,827 3,782,466 461,150 1,361,721 10,773 1,434,838 13,684 1,290,236 8,768 Expense Current expenditures --97,960 ------- Capital outlay 743,980 894,691 2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds 743,980 894,691 2,667,466 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 Net Change in fund balance (693,779)(629,864)1,115,000 (1,021,870)984,201 (972,497)1,263,568 (1,248,836)757,216 (747,252) Ending Fund Balance 390,301 (239,563)875,437 (146,433)837,768 (134,729)1,128,840 (119,996)637,219 (110,033) Ending Cash Balance 406,963 -1,115,000 93,130 1,077,331 104,834 1,368,403 119,567 876,782 129,530 City of Corcoran Equipment Fund (416) Financial Plan Actual Projected 54 47 Financial Plans CAPITAL FACILITIES FUND (400) The City established this fund to record transactions related to improvements to City Hall in 2020 and a new municipal building or significant expansion in 2027. Revenue The historical source of revenue, prior to 2023, was provided from a combination of transfer in of cash from other City funds. Bonds were issued in 2025 to finance cold storage facility. The Plan anticipates bond issuance in 2027 to finance a new municipal campus/building. The exact timing and scope of the project is uncertain. The placeholder amounts is $50 million. Expense The projected use of funds will be to pay for capital project spending, including planning for the improve- ments. Transfers To and From Other Funds The Plan does not include any anticipated transfers in or out. 55 48 Financial Plans TABLE 14 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments Licenses and permits Intergovernmental -------- Investment Income ---------- Fines and forfeitures Cable franchise fees Miscellaneous Other revenues Bond proceeds (incl premium/discounts)544,679 -50,000,000 ----- Sale of capital assets Transfer in from General Fund ------- Transfer in from Utility Funds ----- Transfer in from Capital Proj Fund ----- Subtotal Non Property Tax Funds --544,679 -50,000,000 ----- Property tax levy Total Source of Funds --544,679 -50,000,000 ----- Expense Current expenditures 14,679 ------- Capital outlay 530,000 -50,000,000 ----- Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds --544,679 -50,000,000 ----- Net Change in fund balance ---------- Ending Fund Balance ---------- Ending Cash Balance ---------- City of Corcoran Municipal Facilities Improvement Fund (Fund 400) Financial Plan Actual Projected 56 49 Financial Plans With proposed annual rate adjustments, the Water Fund is projected to maintain adequate cash balance over the planning period. For purposes of the Plan, the revenue objective focused on providing revenue suf- ficient to achieve projected year-end cash balance to cover the following purposes: • Three-months of operating expense • Following-year debt service payments • Following year capital acquisition (planned to be paid from cash) • Reserves for future capital improvements and oth- er reserve purposes The Plan includes bonds issuance of approximately $6.9 million in 2030 to finance water system improve- ments. Expense The use of funds is to pay for the operation and capital improvements, and related debt service, for providing municipal water services, including depreciation of capital assets. The City has an agreement with the City of Maple Grove which provides for payment to Maple Grove for water connections and distribution in the southeast area of the City. Approximately 45% of the Water Fund expenses are estimated to be fixed costs, this amount fluctuates somewhat from year to year and has been declining as the number of customers using the system has in- creased. WATER FUND The Water Fund was established as a Proprietary Fund for the accounting for costs of providing municipal water services to residents and businesses. The Water Fund is considered self-supporting in that the services rendered are financed through user charges. The financial plan includes assets and liabilities in ad- dition to the revenues and expenditures. There is a capitalization of certain expenses and the subsequent depreciation of the capitalized costs. Revenue The source of funds are charges for services, special assessments, developer fees and payments, and bond proceeds. A schedule of fees and charges is included in Appendix A. Future growth from development, which impacts the projection of operating and non-operating revenue for the Water Fund, is assumed to be the following: - 659 acres platted between 2025-2034 - 2,516 new customer units to be added between 2025-2034 (includes single family, multi-family, and commercial customers) Details on the estimated acres platted per year and customer units added is shown in Table 3 on page 13. Development will provide increasing revenue to the Water Fund. The Plan estimates annual rate adjustments of 4.0%. The actual increase that may be needed in the future will depend on growth in customers, among other fac- tors. 57 50 Financial Plans Annual debt service payments on bonds issued to finance water improvements are supported by net revenues of the Water Fund. The Water Fund pays a portion of the debt on the Series 2014B Bonds, Series 2020A Bonds, and the Series 2023B Bonds. The portion of these bond series payable from water revenues is reported as a liability of the Water Fund. As payments on this debt are made the liability in the Water Fund is reduced. Interest is recorded as an expense. In addition to this liability, cash from the Water Fund will be transferred to the Governmental Debt Service Funds to pay a portion of the 2016A Bonds. Then begin- ning in 2027, the Water Fund will also transfer funds to pay an allocated portion (10%) of the debt on the planned bonds for municipal facilities improvements. The Water Fund reports a debt obligation for the Notes payable to the City of Maple Grove for water connec- tion charges. As payment is made on the Notes the liability in the Water Fund is reduced. The interest expense on the Note issued in 2014 is recorded as an expense in the Water Fund. There is no interest pay- able on the Note issued in 2016. Depreciation is reported as an expense and is adjusted for anticipated annual depreciable capital acquisitions. For purposes of the Plan, capital is depreciated over a 55 year term. Transfers To and From Other Funds The Water Fund transfers funds annually to the General Fund to pay for operational support. As described above, the Water Fund is to transfer cash to the City’s Governmental Debt Service Funds to pay allocated portions of debt service. 58 51 Financial Plans $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 $20.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2041 E n d i n g C a s h B a l a n c e M illio n s CHART 27Water Fund For future capital improvements and reserves For following year debt service For following year pay-go capital For 3-months of operating cash Cash balance will be spent down over time as development fees (reserves) collected to service debt issued to finance water improvement projects to support development is spent down 0% 50% 100% 150% 200% 250% 300% 350% 400% $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 $20.0 2 02 5 2 02 6 2 02 7 2 02 8 2 02 9 2 03 0 2 03 1 2 03 2 2 03 3 2 03 4 2 03 5 2 03 6 2 03 7 2 03 8 2 03 9 2 04 0 2 04 1 E n d in g u n re stricted n e t po sit io n a s % of e x pe n se En d in g N e t P o sit io n M illion s CHART 28Water Fund Ending unrestricted net position ($) Ending unrestricted net position as percent of expense (%) Water Fund is projected to accumulate cash from development charges to pay for future planned capital resulting in an increase in net position $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 $9.0 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 M illio n s CHART 29Water Fund Revenue Expense Revenues will exceed expenses due to the timing of collection of development related revenues and the use of these funds for capital improvements, including water treatment and storage Year 2024-2027 include projected state and federal revenue in the amount of $13 million for water infrastructure.Beginning in year 2036, expense (inclusive of depreciation) is projected to exceed revenue. This will need to be addressed through potential future (larger) rate increases or incresae in development beyond current projections for these later years. 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 0 50 100 150 200 250 300 350 400 450 500 To tal Vo lum e B illed (Thou sa n ds of G allo n s) CHART 30 Volume Billed New customers to be added will increase water volumes 59 52 Financial Plans Table 15 Page 1 of 2 City of Corcoran Water Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 REVENUE Charges for services 726,202 911,691 1,197,599 1,389,701 1,604,919 1,751,297 1,976,729 2,353,407 2,599,962 2,913,333 3,229,792 3,501,065 Special assessments Developer contributions (trunk line)1,276,543 461,035 3,014,104 1,750,069 1,074,978 3,087,595 2,937,029 2,844,198 2,957,964 3,076,281 3,199,334 3,327,308 Connection fees 301,145 1,258,273 459,888 193,025 401,545 636,331 159,804 586,486 375,760 390,800 406,440 422,700 Connection fees payable to MG (payable)548,429 618,876 1,167,028 334,683 348,066 361,989 376,470 391,527 407,187 423,477 440,415 458,028 Other revenues 2,109 100,823 --------- Investment income 668,115 1,058,830 72,726 92,486 94,869 91,166 109,614 116,685 145,511 93,329 103,542 125,848 Intertgovernmental / Grants for Capital 3,000,000 2,477,785 4,000,000 5,000,000 ------- Total Revenue 3,522,543 7,409,528 8,389,131 7,759,964 8,524,377 5,928,377 5,559,646 6,292,303 6,486,384 6,897,220 7,379,524 7,834,949 EXPENSES Variable Current oper expenses 40,870 223,117 229,811 236,705 243,806 251,120 258,654 266,413 274,406 282,638 291,117 299,851 Current oper expenses for NE Dist 366,165 381,924 387,950 438,935 438,935 489,920 540,905 591,890 642,875 693,860 Purchased water (from Maple Grove)387,760 369,879 511,628 560,078 654,568 767,574 832,793 943,857 1,019,832 1,101,045 1,187,830 1,280,541 Water meters 134,507 204,492 47,403 181,711 106,283 109,472 112,756 116,138 119,623 - Connections paid to Maple Grove (payable)548,429 618,876 1,167,028 334,683 348,066 361,989 376,470 391,527 407,187 423,477 440,415 458,028 Subtotal Variable Expenses 977,059 1,211,872 2,409,139 1,717,882 1,681,792 2,001,329 2,013,134 2,201,188 2,355,085 2,515,188 2,681,860 2,732,279 Fixed Transfer to Capital Projects Fund 292,200 ---------- Transfer to Equipment Fund 150,000 Transfer to General Fund 267,750 250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Transfer to Debt Service Funds (2016A)24,040 474,199 75,240 106,378 22,400 21,920 21,440 25,900 25,300 -- Transfer to Debt Service Funds (2027A)--321,883 321,771 321,541 321,591 321,449 321,557 321,834 321,691 Interest and fiscal exp bonds 1,197,103 927,522 456,639 901,715 876,900 850,996 823,856 795,400 1,036,556 997,573 957,990 919,303 Depreciation 142,928 154,552 185,966 258,694 349,603 349,603 363,239 472,330 595,057 608,694 608,694 608,694 Subtotal Fixed Expenses 1,632,231 1,373,864 1,516,805 1,493,148 1,919,988 1,817,951 1,811,933 1,900,579 2,277,475 2,260,592 2,205,210 2,175,881 Total Expense 2,609,290 2,585,736 3,925,943 3,211,030 3,601,780 3,819,280 3,825,067 4,101,767 4,632,560 4,775,780 4,887,069 4,908,161 CHANGE IN NET POSITION 913,253 4,823,792 4,463,187 4,548,934 4,922,596 2,109,097 1,734,579 2,190,537 1,853,824 2,121,440 2,492,454 2,926,788 Net Position, January 1 5,801,684 6,714,937 11,538,729 16,001,916 20,550,850 25,473,446 27,582,543 29,317,122 31,507,659 33,361,483 35,482,923 37,975,377 Prior Period Adjustment Net Position, December 31 6,714,937 11,538,729 16,001,916 20,550,850 25,473,446 27,582,543 29,317,122 31,507,659 33,361,483 35,482,923 37,975,377 40,902,165 Actual Projected 60 53 Financial Plans Table 15 Page 2 of 2 City of Corcoran Water Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Actual Projected ASSETS Cash 21,927,292 7,272,642 9,248,639 9,486,854 9,116,578 10,961,395 11,668,516 14,551,091 9,332,906 10,354,221 12,584,818 15,215,842Accounts receivable 37,333 96,755 40,000 42,000 44,100 46,305 48,620 51,051 53,604 56,284 59,098 62,053Due from other governments 3,000,765Special assessments receivable 114,075 71,203 36,203 1,203Other current assets 20,594 19,702 20,000 21,000 22,050 23,153 24,310 25,526 26,802 28,142 29,549 31,027Capital assets 12,742,810 29,770,228 31,498,013 35,498,013 40,498,013 40,498,013 41,248,013 47,248,013 53,998,013 54,748,013 54,748,013 54,748,013Less accumulated depreciation (951,080)(1,105,632)(1,291,598)(1,550,292)(1,899,894)(2,249,497)(2,612,736)(3,085,066)(3,680,123)(4,288,817)(4,897,510)(5,506,204)Total Assets 33,891,024 39,125,663 39,551,257 43,498,778 47,780,846 49,279,368 50,376,724 58,790,615 59,731,202 60,897,843 62,523,968 64,550,731 LIABILITIES Accounts payable 1,541,263 2,696,776 100,000 105,000 110,250 115,763 121,551 127,628 134,010 140,710 147,746 155,133Other liabilities / Due to Other Govts 822,606 936,488 100,000 105,000 110,250 115,763 121,551 127,628 134,010 140,710 147,746 155,133Bond premium amortized 992,241 951,440 946,440 941,440 936,440 931,440 926,440 921,440 916,440 911,440 906,440 901,440Notes payable to Maple Grove 187,201 143,270 93,340 51,628 -- - - - - - - Bonds payable, net of premiums 23,632,776 22,858,960 22,309,560 21,744,860 21,150,460 20,533,860 19,890,060 26,106,260 25,185,260 24,222,060 23,346,660 22,436,860 Total Liabilities 27,176,087 27,586,934 23,549,340 22,947,928 22,307,400 21,696,825 21,059,601 27,282,956 26,369,719 25,414,920 24,548,591 23,648,566 Net investment in capital assets (12,833,287)2,208,025 2,428,828 11,261,421 16,511,219 16,783,216 17,818,777 17,135,247 24,216,190 25,325,696 25,597,403 25,903,509Unrestricted net assets 19,548,224 9,330,704 13,573,089 9,289,429 8,962,228 10,799,327 11,498,345 14,372,412 9,145,293 10,157,227 12,377,975 14,998,656Total Net Position 6,714,937 11,538,729 16,001,916 20,550,850 25,473,446 27,582,543 29,317,122 31,507,659 33,361,483 35,482,923 37,975,377 40,902,165 Total Liabilities and Net Position 33,891,024 39,125,663 39,551,257 43,498,778 47,780,846 49,279,368 50,376,724 58,790,615 59,731,202 60,897,843 62,523,968 64,550,731 61 54 Financial Plans TABLE 16 Page 1 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Charges for Services Revenue Residential Water Base Charge $507,011 $626,158 $734,473 $827,882 $902,468 $974,617 $1,085,141 $1,162,919 $1,286,772 $1,418,750 Usage Charges: Tier 1: Water usage 0 to 4,999 gallons $303,434 $375,085 $439,811 $496,456 $541,094 $585,216 $651,347 $698,849 $772,883 $852,673 Tier 2: Water usage 5,000 to 8,999 gallons $66,483 $82,139 $96,266 $108,557 $118,209 $127,676 $142,278 $152,395 $168,658 $186,113 Tier 3: Water usage 9,000 to 19,999 gallons $16,652 $20,559 $24,136 $27,184 $29,631 $32,017 $35,675 $38,207 $42,261 $46,589 Tier 4: Water usage 20,000 gallons over $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Water Volume Billed $386,569 $477,783 $560,214 $632,198 $688,935 $744,909 $829,299 $889,451 $983,802 $1,085,376 TOTAL RESIDENTIAL $893,580 $1,103,941 $1,294,687 $1,460,079 $1,591,403 $1,719,526 $1,914,440 $2,052,370 $2,270,574 $2,504,126 Multi-Residential Water Base Charge $66,096 $68,746 $71,482 $105,305 $109,507 $175,498 $260,573 $270,985 $340,627 $354,296 Usage Charges Tier 1: Water usage 1,000 gallons +$53,928 $56,112 $58,296 $85,918 $89,250 $193,284 $328,535 $341,482 $451,116 $469,613 TOTAL MULTI-RESIDENTIAL $120,024 $124,858 $129,778 $191,223 $198,757 $368,782 $589,108 $612,468 $791,744 $823,909 Commercial Water Base Charge $14,293 $15,571 $16,562 $17,992 $19,112 $19,878 $21,534 $23,294 $24,224 $25,191 Usage Charges Tier 1: Water usage 1,000 gallons +$13,482 $15,030 $16,309 $18,050 $19,500 $20,280 $22,736 $25,320 $26,340 $27,420 TOTAL COMMERCIAL $27,775 $30,601 $32,871 $36,042 $38,612 $40,158 $44,270 $48,614 $50,564 $52,611 Other Charges Meter Charges $156,219 $130,301 $147,584 $63,953 $147,958 $224,941 $52,144 $199,882 $116,911 $120,419 Total Charges for Services $1,197,599 $1,389,701 $1,604,919 $1,751,297 $1,976,729 $2,353,407 $2,599,962 $2,913,333 $3,229,792 $3,501,065 City of Corcoran Projected Water Revenues 62 55 Financial Plans TABLE 16 Page 2 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Projected Water Revenues Single Family Residential $109,824 $122,782 $97,997 $52,503 $20,878 $183,722 $0 $198,715 $206,668 $214,940 Multi-Family Residential $0 $0 $0 $0 $236,127 $298,950 $0 $225,186 $0 $0 Commercial/Other $1,373 $1,428 $1,485 $1,544 $0 $3,340 $3,474 $0 $0 $0 Maple Grove Connection - Residential $264,480 $0 $0 $0 $0 $0 $0 $0 $0 $0 Maple Grove Connection - Commercial/Other $13,226 $0 $0 $0 $0 $0 $0 $0 $0 $0 Single Family Residential $347,318 $256,986 $198,963 $138,978 $144,540 $150,318 $156,330 $162,585 $169,092 $175,860 Multi-Family Residential $0 $0 $118,640 $0 $0 $0 $0 $0 $0 $0 Commercial/Other $1,373 $0 $1,485 $0 $0 $0 $0 $0 $0 $0 Maple Grove Connection - Residential $836,418 $618,876 $836,714 $334,683 $348,066 $361,989 $376,470 $391,527 $407,187 $423,477 Maple Grove Connection - Commercial/Other $52,904 $0 $57,221 $0 $0 $0 $0 $0 $0 $0 Northeast Corcoran / Water Availability $352,278 $197,955 $534,632 $100,621 $751,915 $691,924 $650,488 $676,508 $703,568 $731,712 Northeast Corcoran / Treatment and Storage $719,693 $404,415 $1,092,233 $205,565 $1,536,137 $1,413,580 $1,328,924 $1,382,080 $1,437,364 $1,494,860 Southeast Corcoran / Water Availability $825,379 $171,175 $52,360 $326,724 $339,792 $353,385 $367,521 $382,221 $397,509 $413,409 Southeast Corcoran / Treatment and Storage $1,116,755 $231,605 $70,844 $442,068 $459,750 $478,140 $497,265 $517,155 $537,840 $559,353 Total Non-Operating Revenues $4,641,020 $2,005,221 $3,062,573 $1,602,686 $3,837,206 $3,935,348 $3,380,472 $3,935,977 $3,859,228 $4,013,611 Non-Operating Development Revenue Northeast Water Connection Charges (paid with building permit on per unit basis) Southeast Water Connection Charges (paid with building permit on per unit basis) Trunk Line Availability Charges (paid at time of development on per acre basis) 63 56 Financial Plans TABLE 16 Page 3 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Projected Water Revenues Charges for water usage $453,979 $548,925 $634,819 $736,166 $797,685 $958,473 $1,180,570 $1,256,253 $1,461,258 $1,582,409 Base service charges $587,401 $710,474 $822,517 $951,178 $1,031,087 $1,169,993 $1,367,249 $1,457,198 $1,651,623 $1,798,237 Charge for meter $156,219 $130,301 $147,584 $63,953 $147,958 $224,941 $52,144 $199,882 $116,911 $120,419 Total Charges for Services $1,197,599 $1,389,701 $1,604,919 $1,751,297 $1,976,729 $2,353,407 $2,599,962 $2,913,333 $3,229,792 $3,501,065 Water connection charges (City)$459,888 $381,196 $418,570 $193,025 $401,545 $636,331 $159,804 $586,486 $375,760 $390,800 Water connection charges (Maple Grove)$1,167,028 $618,876 $893,935 $334,683 $348,066 $361,989 $376,470 $391,527 $407,187 $423,477 Total Connection Fees $1,626,916 $1,000,072 $1,312,504 $527,708 $749,611 $998,320 $536,274 $978,013 $782,947 $814,277 Water trunk line availability charges (City)$3,014,104 $1,005,149 $1,750,069 $1,074,978 $3,087,595 $2,937,029 $2,844,198 $2,957,964 $3,076,281 $3,199,334 Grand Total $5,838,619 $3,394,922 $4,667,492 $3,353,983 $5,813,935 $6,288,756 $5,980,434 $6,849,310 $7,089,020 $7,514,676 Total Charges for Services is calculated based on assumptions for fee schedule and customer units and volume in the Plan. Summary of Total Charges for Services and Non-Operating Revenues 64 57 Financial Plans Table 17 Water Fund Projected Year End Cash Balance 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Use of Cash Operations & Maintenance 2,084,940 1,714,393 2,001,683 2,323,099 2,334,674 2,522,779 2,541,534 2,836,745 3,003,694 3,053,971 Capital Improvements 1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,885,000 750,000 -- Interfund Transfers (not incl for debt)250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Debt Service (incl transfers for debt)2,004,367 1,586,856 1,631,298 1,489,996 1,489,576 1,485,640 1,983,456 1,986,073 1,833,390 1,829,103 Total Use of Cash 6,067,092 7,558,749 8,898,206 4,086,277 4,855,628 10,298,237 11,708,503 5,880,287 5,153,776 5,209,267 Source of Cash Charges for services and other operating revenue 1,270,325 1,482,187 1,699,788 1,842,463 2,086,343 2,470,092 2,745,473 3,006,662 3,333,335 3,626,913 Development related fees 4,641,020 2,277,777 1,824,589 4,085,914 3,473,303 3,822,211 3,740,911 3,890,558 4,046,189 4,208,036 Intergovernmental / grants for capital 2,477,785 4,000,000 5,000,000 ------- Bond Proceeds -----6,885,000 ---- Interfund Transfers ---------- Total Source of Cash 8,389,131 7,759,964 8,524,377 5,928,377 5,559,646 13,177,303 6,486,384 6,897,220 7,379,524 7,834,949 Net Change in Other Assets and Liabilities Increasing/(Reducing) Cash (346,042)37,000 3,553 2,718 3,103 3,509 3,934 4,381 4,850 5,342 Beginning Cash Balance 7,272,642 9,248,639 9,486,854 9,116,577 10,961,394 11,668,516 14,551,091 9,332,906 10,354,220 12,584,818 Change in Cash Balance 1,975,997 238,215 (370,276)1,844,817 707,122 2,882,575 (5,218,185)1,021,314 2,230,598 2,631,024 Ending Cash and Investments 9,248,639 9,486,854 9,116,577 10,961,394 11,668,516 14,551,091 9,332,906 10,354,220 12,584,818 15,215,842 Ending Cash by Purpose For future capital / trunk fee reserve 6,723,036 7,471,399 6,984,859 8,140,623 9,595,272 5,549,757 5,964,067 7,658,961 10,000,505 12,623,246 For following year pay-go capital ---750,000 -6,885,000 750,000 --- For 3-months of operating cash 521,235 428,598 500,421 580,775 583,669 630,695 635,384 709,186 750,923 763,493 For following year debt service 2,004,367 1,586,856 1,631,298 1,489,996 1,489,576 1,485,640 1,983,456 1,986,073 1,833,390 1,829,103 Ending Cash and Investments 9,248,639 9,486,854 9,116,577 10,961,394 11,668,516 14,551,091 9,332,906 10,354,220 12,584,818 15,215,842 65 58 Financial Plans With proposed annual rate adjustments, the Sewer Fund is projected to maintain adequate cash balance over the planning period. For purposes of the Plan, the revenue objective focused on providing revenue suf- ficient to achieve projected year-end cash balance to cover the following purposes: • Three-months of operating expense • Following-year debt service payments • Following year capital acquisition (planned to be paid from cash) • Reserves for future capital improvements and oth- er reserve purposes The Plan does not anticipate the issuance of bonds to finance sewer improvements. Expense The use of funds is to pay for the operation and capital improvements, and related debt service, for providing sewer services, including depreciation of capital as- sets. The City incurs sanitary sewer disposal charges from the Met Council that are based on metered flow and rates set by the Met Council (MCES). The Plan assumes 5.0% annual increase in the MCES rate charge per unit of volume for disposal charge. Approximately 30% of the Sewer Fund expenses are estimated to be fixed costs, this amount fluctuates somewhat from year to year and has been declining as the number of customers using the system has in- creased. Annual debt service payments on bonds issued to fi- nance sewer improvements are supported by net rev- SEWER FUND The Sewer Fund was established as a Proprietary Fund for the accounting for costs of providing municipal water services to residents and businesses. The Water Fund is considered self-supporting in that the services rendered are financed through user charges. The financial plan includes assets and liabilities in ad- dition to the revenues and expenditures. There is a capitalization of certain expenses and the subsequent depreciation of the capitalized costs. Source of Funds The source of funds are charges for services, special assessments, developer fees and payments, and bond proceeds. A schedule of fees and charges is included in the Appendix A. Future growth from development, which impacts the projection of operating and non-operating revenue for the Sewer Fund, is assumed to be the following: - 659 acres platted between 2025-2034 - 2,516 new customer units to be added between 2025-2034 (includes single family, multi-family, and commercial customers) Details on the estimated acres platted per year and customer units added is shown in Table 3 on page 13. Development will provide increasing revenue to the Sewer Fund. The Plan estimates annual rate adjustments of 3.0%. The actual increase that may be needed in the future will depend on growth in customers. 66 59 Financial Plans enues of the Sewer Fund. The Sewer Fund pays a por- tion of the debt on the Series 2014B Bonds. The portion of these bond series payable from water revenues is reported as a liability of the Sewer Fund. As payments on this debt are made the liability in the Sewer Fund is reduced. Interest is recorded as an expense. In addition to this liability, cash from the Sewer Fund will be transferred to the Governmental Debt Service Funds to pay a portion of the 2016A Bonds. Then be- ginning in 2027, the Sewer Fund is also projected to begin transferring funds to pay an allocated portion (10%) of the debt on the planned bonds for municipal facilities improvements. Depreciation is reported as an expense and is adjusted for anticipated annual depreciable capital acquisitions. For purposes of the Plan, capital is depreciated over a 55 year term. Transfers To and From Other Funds The Sewer Fund transfers funds annually to the General Fund to pay for operational support. The Sewer Fund is to transfer cash to the City’s Governmental Debt Service Funds to pay allocated portions of debt service. 67 60 Financial Plans $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 E n d in g C a s h B a la n ce M illio n s CHART 31Sewer Fund For future capital improvements and reserves For following year pay-go capital For following year debt service For 3-months of operating cash Ending cash balance will increase as the City collects development fees (reserves) to finance sewer improvement projects in advance of the programming of capital projects in the CIP 0% 50% 100% 150% 200% 250% $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 20 2 5 20 2 6 20 2 7 20 2 8 20 2 9 20 3 0 20 3 1 20 3 2 20 3 3 20 3 4 20 3 5 20 3 6 20 3 7 20 3 8 20 3 9 20 4 0 20 4 1 E n d in g u n r es t ricte d n e t p o sitio n a s % of e x p e n s e E n d in g N e t Po sitio n M illio n s CHART 32 Sewer Fund Ending unrestricted net position ($) Ending unrestricted net position as percent of expense (%) Sewer Fund is projected to accumulate cash from development charges to pay for future planned capital resulting in changes in net postion over time $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 M illio n s CHART 33Sewer Fund Revenue Expense Revenues will exceed expenses due to the timing of collection of development related revenues and the use of these funds for capital improvements 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 0 50 100 150 200 250 Vo lu m e B ille d in T hou sa n d s of G a llo n s CHART 34Sewer Fund Volume Billed New customers to be added will increase sewer flow billed 68 61 Financial Plans TABLE 18 Page 1 of 2 City of Corcoran Sewer Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 REVENUE Charges for services 599,399 734,319 1,135,934 1,361,835 1,562,350 1,788,581 1,921,141 2,187,049 2,562,022 2,703,765 3,054,547 3,288,199 Developer contributions (trunk line charges)462,299 500,196 892,173 259,465 365,125 319,830 713,129 681,645 661,906 681,765 702,219 723,289 Connection fees 298,026 537,466 454,913 373,453 406,277 185,488 382,406 600,123 149,178 542,448 344,040 354,360 Connection fees payable to Met Council 559,125 1,535,730 1,396,570 1,452,408 2,144,656 482,866 1,797,780 1,021,310 1,021,720 1,022,130 1,022,540 1,022,950 Other revenues 52,614 69,486 70,876 72,293 73,739 75,214 76,718 78,253 79,818 81,414 83,042 84,703 Investment income 153,080 61,723 43,741 48,565 51,640 52,760 29,623 32,884 39,115 42,459 50,341 58,365 Total Revenue 2,124,543 3,438,920 3,994,207 3,568,018 4,603,787 2,904,738 4,920,797 4,601,263 4,513,758 5,073,981 5,256,729 5,531,866 EXPENSES Variable Current operating expenses 185,084 48,755 940,998 969,228 998,305 1,028,254 1,059,102 1,090,875 1,123,601 1,157,309 1,192,028 1,227,789 Disposal charges 204,977 267,462 367,363 345,119 473,750 552,434 605,039 725,238 892,972 959,660 1,122,086 1,227,835 Connections paid to Met Council 559,125 1,535,730 1,396,570 1,452,408 2,144,656 482,866 1,797,780 1,021,310 1,021,720 1,022,130 1,022,540 1,022,950 Subtotal Variable Expenses 949,186 1,851,947 2,704,931 2,766,755 3,616,711 2,063,554 3,461,920 2,837,423 3,038,293 3,139,099 3,336,654 3,478,574 Fixed Transfer to Equipment Fund 150,000 - Transfer to General Fund 310,400 267,750 250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Transfer to Debt Service Funds (2016A)41,890 374,836 118,490 165,097 39,020 38,180 37,340 41,440 40,480 -- Transfer to Debt Service Funds (2027A)--321,883 321,771 321,541 321,591 321,449 321,557 321,834 321,691 Interest and fiscal exp bonds 37,299 34,744 29,858 27,460 25,025 22,554 220,500 210,763 200,713 190,349 179,492 168,137 Depreciation 208,951 210,852 210,852 210,852 210,852 347,216 347,216 347,216 347,216 347,216 347,216 347,216 Subtotal Fixed Expenses 556,650 555,236 1,015,546 614,302 988,082 1,003,742 1,208,814 1,206,727 1,209,331 1,207,070 1,165,234 1,163,238 Total Expense 1,505,836 2,407,183 3,720,477 3,381,057 4,604,793 3,067,295 4,670,734 4,044,150 4,247,624 4,346,169 4,501,887 4,641,811 CHANGE IN NET POSITION 618,707 1,031,737 273,730 186,961 (1,006)(162,557)250,063 557,113 266,135 727,812 754,842 890,055 Net Position, January 1 6,599,987 7,218,694 8,250,431 8,524,161 8,711,122 8,710,116 8,547,559 8,797,623 9,354,736 9,620,871 10,348,682 11,103,524 Net Position, December 31 7,218,694 8,250,431 8,524,161 8,711,122 8,710,116 8,547,559 8,797,623 9,354,736 9,620,871 10,348,682 11,103,524 11,993,579 Actual Projected 69 62 Financial Plans TABLE 18 Page 2 of 2 City of Corcoran Sewer Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Actual Projected ASSETS Cash 3,329,508 4,374,096 4,856,486 5,163,999 5,276,046 2,962,305 3,288,384 3,911,513 4,245,863 5,034,091 5,836,548 6,758,619Accounts receivable 57,040 69,366 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000Due from other governments 191Special assessments receivable 25,519 17,801 7,801 (2,199)Other current assets 223 -2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000Capital assets 6,395,158 6,472,146 6,472,146 6,472,146 6,472,146 13,972,146 13,972,146 13,972,146 13,972,146 13,972,146 13,972,146 13,972,146 Less accumulated depreciation (1,327,128)(1,537,980)(1,748,832)(1,959,684)(2,170,536) (2,517,752) (2,864,967) (3,212,183) (3,559,399) (3,906,614) (4,253,830) (4,601,045)Total Assets 8,480,320 9,395,620 9,609,601 9,696,262 9,599,656 14,438,699 14,417,563 14,693,476 14,680,611 15,121,622 15,576,864 16,151,719 LIABILITIES Accounts payable 2,074 4,848 85,000 85,000 85,000 85,000 85,000 85,000 85,000 85,000 85,000 85,000Other liabilities / Due to Other Govts 102,328 69,301 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000Bonds payable, net of premiums 1,157,224 1,071,040 980,440 880,140 784,540 5,786,140 5,514,940 5,233,740 4,954,740 4,667,940 4,368,340 4,053,140Total Liabilities 1,261,626 1,145,189 1,085,440 985,140 889,540 5,891,140 5,619,940 5,338,740 5,059,740 4,772,940 4,473,340 4,158,140 Net investment in capital assets 3,910,806 3,863,126 3,742,874 3,632,322 3,517,070 5,668,254 5,592,239 5,526,223 5,458,007 5,397,592 5,349,976 5,317,961Unrestricted net assets 3,307,888 4,387,305 4,781,287 5,078,800 5,193,046 2,879,305 3,205,384 3,828,513 4,162,863 4,951,091 5,753,548 6,675,619Total Net Position 7,218,694 8,250,431 8,524,161 8,711,122 8,710,116 8,547,559 8,797,623 9,354,736 9,620,871 10,348,682 11,103,524 11,993,579 Total Liabilities and Net Position 8,480,320 9,395,620 9,609,601 9,696,262 9,599,656 14,438,699 14,417,563 14,693,476 14,680,611 15,121,622 15,576,864 16,151,719 70 63 Financial Plans Table 19 Page 1 of 2 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Charges for Services Revenue Residential Sewer Base Charge Base $713,572 $872,712 $1,014,031 $1,132,125 $1,222,365 $1,307,564 $1,441,668 $1,530,204 $1,676,765 $1,830,743 Usage Charges: Tier 1: Sewer volume Activity $271,732 $332,491 $386,176 $430,620 $465,272 $497,610 $548,084 $582,134 $637,751 $695,583 TOTAL RESIDENTIAL $985,303 $1,205,203 $1,400,207 $1,562,745 $1,687,637 $1,805,174 $1,989,752 $2,112,338 $2,314,517 $2,526,326 Multi-Residential Sewer Base Charge Base $93,024 $95,815 $98,689 $144,004 $148,324 $235,451 $346,185 $356,571 $443,864 $457,180 Usage ChargesTier 1: Sewer volume Activity $33,062 $34,070 $35,078 $51,122 $52,693 $112,997 $189,838 $195,665 $255,872 $263,271 Sewer Volume Billed $33,062 $34,070 $35,078 $51,122 $52,693 $112,997 $189,838 $195,665 $255,872 $263,271 TOTAL MULTI-RESIDENTIAL $126,086 $129,885 $133,768 $195,126 $201,017 $348,448 $536,024 $552,235 $699,736 $720,451 Commercial Sewer Base Charge Base $16,279 $17,567 $18,506 $19,909 $20,943 $21,571 $23,142 $24,792 $25,534 $26,302 Usage Charges Tier 1: Sewer volume Activity $8,266 $9,180 $9,870 $10,800 $11,544 $11,856 $13,104 $14,400 $14,760 $15,120 Sewer Volume Billed $8,266 $9,180 $9,870 $10,800 $11,544 $11,856 $13,104 $14,400 $14,760 $15,120 TOTAL COMMERCIAL $24,545 $26,747 $28,376 $30,709 $32,487 $33,427 $36,246 $39,192 $40,294 $41,422 Total Charges for Services $1,135,934 $1,361,835 $1,562,350 $1,788,581 $1,921,141 $2,187,049 $2,562,022 $2,703,765 $3,054,547 $3,288,199 Single Family Residential Base $108,636 $120,288 $95,086 $50,453 $19,869 $173,173 $0 $183,711 $189,222 $194,898 Multi-Residential Base $0 $0 $0 $0 $224,980 $282,115 $0 $208,428 $0 $0 Commercial/Other Base $1,358 $1,399 $1,441 $1,484 $0 $3,149 $3,243 $0 $0 $0 MCES connection charge (per unit)Base $698,285 $767,865 $323,180 $726,204 $1,072,328 $241,433 $898,890 $510,655 $510,860 $511,065 Single Family Residential Base $343,561 $251,766 $193,054 $133,551 $137,556 $141,687 $145,935 $150,309 $154,818 $159,462 Multi-Residential Base $0 $0 $115,256 $0 $0 $0 $0 $0 $0 $0 Commercial/Other Base $1,358 $0 $1,441 $0 $0 $0 $0 $0 $0 $0 MCES connection charge (per unit)Base $698,285 $767,865 $323,180 $726,204 $1,072,328 $241,433 $898,890 $510,655 $510,860 $511,065 Corcoran (NE and SE)Base $892,173 $259,465 $365,125 $319,830 $713,129 $681,645 $661,906 $681,765 $702,219 $723,289 Total Non-Operating Revenues $2,743,656 $2,168,648 $1,417,762 $1,957,725 $3,240,191 $1,764,634 $2,608,864 $2,245,523 $2,067,979 $2,099,779 City of Corcoran Projected Sewer Revenues Northeast Sewer Connection Charges (paid with building permit on per unit basis) Southeast Sewer Connection Charges (paid with building permit on per unit basis) Trunk Line Availability Charges (paid at time of development on per acre basis) Non-Operating Development Revenue 71 64 Financial Plans Table 19 Page 2 of 2 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Projected Sewer Revenues Charges for sewer volume $313,060 $375,741 $431,124 $492,543 $529,509 $622,463 $751,027 $792,198 $908,384 $973,974Base service charges $822,875 $986,094 $1,131,226 $1,296,038 $1,391,632 $1,564,586 $1,810,995 $1,911,567 $2,146,163 $2,314,225 Total Charges for Services $1,135,934 $1,361,835 $1,562,350 $1,788,581 $1,921,141 $2,187,049 $2,562,022 $2,703,765 $3,054,547 $3,288,199 Sewer connection charges (City)$454,913 $373,453 $406,277 $185,488 $382,406 $600,123 $149,178 $542,448 $344,040 $354,360Sewer connection charges (MCES)$1,396,570 $1,535,730 $646,360 $1,452,408 $2,144,656 $482,866 $1,797,780 $1,021,310 $1,021,720 $1,022,130 Total Connection Charges $1,851,483 $1,909,183 $1,052,637 $1,637,896 $2,527,062 $1,082,989 $1,946,958 $1,563,758 $1,365,760 $1,376,490 Sewer trunk line availability charges $892,173 $259,465 $365,125 $319,830 $713,129 $681,645 $661,906 $681,765 $702,219 $723,289 Grand Total $2,483,020 $1,994,752 $2,333,752 $2,293,898 $3,016,676 $3,468,817 $3,373,106 $3,927,978 $4,100,806 $4,365,848 Residential usage and base charges $985,303 $1,205,203 $1,400,207 $1,562,745 $1,687,637 $1,805,174 $1,989,752 $2,112,338 $2,314,517 $2,526,326 Multi-Residential usage and base charges $126,086 $129,885 $133,768 $195,126 $201,017 $348,448 $536,024 $552,235 $699,736 $720,451 Commercial usage and base charges $24,545 $26,747 $28,376 $30,709 $32,487 $33,427 $36,246 $39,192 $40,294 $41,422 Total Charges for Services $1,135,934 $1,361,835 $1,562,350 $1,788,581 $1,921,141 $2,187,049 $2,562,022 $2,703,765 $3,054,547 $3,288,199 Total Charges for Services is calculated based on assumptions for fee schedule and customer units and volume in the Plan. Summary of Total Charges for Services and Non-Operating Revenues 72 65 Financial Plans Table 20 Sewer Fund Projected Year End Cash Balance 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Use of Cash Operations & Maintenance 2,854,931 2,766,755 3,938,594 2,285,324 3,783,461 3,159,013 3,359,742 3,460,656 3,658,488 3,800,265 Capital Improvements ---7,600,000 ------ Interfund Transfers (not incl for debt)250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Debt Service (incl transfers for debt)495,294 246,250 285,722 159,974 529,880 529,303 521,153 517,629 479,092 483,337 Total Use of Cash 3,600,225 3,270,505 4,489,541 10,318,479 4,594,718 3,978,134 4,179,408 4,285,753 4,454,272 4,609,796 Source of Cash Charges for services and other operating revenue 1,250,551 1,482,693 1,687,729 1,916,555 2,027,483 2,298,185 2,680,954 2,827,637 3,187,930 3,431,267 Development related fees 2,743,656 2,085,326 2,916,058 988,183 2,893,315 2,303,078 1,832,804 2,246,343 2,068,799 2,100,599 Bond Proceeds ---5,100,000 ------ Interfund Transfers ---------- Total Source of Cash 3,994,207 3,568,018 4,603,787 8,004,738 4,920,797 4,601,263 4,513,758 5,073,981 5,256,729 5,531,866 Net Change in Other Assets and Liabilities Increasing/(Reducing) Cash 88,408 10,000 (2,199)------- Change in Cash Balance 482,390 307,513 112,047 (2,313,741)326,079 623,129 334,350 788,227 802,457 922,071 Ending Cash and Investments 4,856,486 5,163,999 5,276,046 2,962,305 3,288,384 3,911,513 4,245,863 5,034,091 5,836,548 6,758,619 Ending Cash by Purpose For future capital / trunk fee reserve 3,647,458 4,226,060 1,505,675 2,231,000 1,812,638 2,592,457 2,884,775 3,651,298 4,442,835 5,325,215 For following year pay-go capital --2,500,000 ------- For 3-months of operating cash 713,733 691,689 984,648 571,331 945,865 789,753 839,936 865,164 914,622 950,066 For following year debt service 495,294 246,250 285,722 159,974 529,880 529,303 521,153 517,629 479,092 483,337 Ending Cash and Investments 4,856,486 5,163,999 5,276,046 2,962,305 3,288,384 3,911,513 4,245,863 5,034,091 5,836,548 6,758,619 73 66 Financial PlansTransfers To and From Other Funds The Plan includes a placeholder amount for transfer of funds from the Storm Water Fund to the General Fund for operational support. This amount will need further review as the City further plans for the Storm Water Fund and its operations. STORM WATER FUND The Storm Water Fund was established as a Proprietary Fund for the accounting for costs of providing storm water services to residents and businesses. The Storm Water Fund is considered self-supporting in that the services rendered are to be financed through user charges. The financial plan includes assets and liabilities in ad- dition to the revenues and expenditures. There is a capitalization of certain expenses and the subsequent depreciation of the capitalized costs. Source of Funds The source of funds are charges for services. The Plan anticipates the City will adopt a monthly charge per residential equivalent unit (REU) to first be collected in 2026. The Plan includes a charge of $15.00 per REU per month. The Plan assumes this rate remains constant at the $15.00 per month per REU and that all customers are equal to “one” REU. The City may determine to study and adjust the REU for non-single family cus- tomers to an amount different than one REU. The Storm Water Fund is projected to accumulate funds as revenue from charges for services is collected. Expense The use of funds is to pay for the operation and capital improvements, and related debt service, for providing storm water services, including depreciation of capital assets. The Storm Water Fund does not have any programmed expense in the Plan. There are no capital improvement projects for the Storm Water Fund included in the CIP. 74 67 Financial Plans TABLE 21 City of Corcoran Storm Water Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 REVENUE Charges for services -401,400 451,980 489,600 513,000 532,440 569,700 587,160 624,060 660,960 Investment income 3,044 1,155 845 4,867 9,336 14,222 19,388 24,797 30,630 36,692 43,180 Transfer in from General Fund 10,000 5,000 ---------- Total Revenue 13,044 6,155 -402,245 456,847 498,936 527,222 551,828 594,497 617,790 660,752 704,140 EXPENSES Variable Current expenditures Subtotal Variable Expenses ------------ Fixed Transfer to General Fund 10,000 10,300 10,609 10,927 11,255 11,593 11,941 12,299 Depreciation ---------- Subtotal Fixed Expenses ----10,000 10,300 10,609 10,927 11,255 11,593 11,941 12,299 Total Expense ----10,000 10,300 10,609 10,927 11,255 11,593 11,941 12,299 CHANGE IN NET POSITION 13,044 6,155 -402,245 446,847 488,636 516,613 540,901 583,242 606,197 648,811 691,841 Net Position, January 1 65,280 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 Net Position, December 31 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 ASSETS Cash 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812Accounts receivable Special assessments receivable Other current assets Capital assets --- - - - - - - - Less accumulated depreciation --- - - - - - - - Total Assets 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 LIABILITIES Accounts payable Other liabilities Total Liabilities ------------ Net investment in capital assets ------------Unrestricted net assets 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812Total Net Position 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 Total Liabilities and Net Position 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 Actual Projected 75 68 Appendix Appendix A Page 1 of 3 City of Corcoran Fees and Charges 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 ANNUAL FEE ADJUSTMENTS (% CHANGE) Annual % adjustment to base and usage Water fees 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to base and usage Sewer fees 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% Annual % adjustment to storm water fee per REFAnnual % adjustment to Water connection fee 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to Sewer connection fee 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% Annual % adjustment to Southeast Water TLAC fee 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to Northeast Water TLAC fee 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to Sewer TLAC fee 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% RESIDENTIAL Water Base Charge 22.28 22.95 23.87 24.82 25.81 26.84 27.91 29.03 30.19 31.40 32.66 Sewer Base Charge 31.36 32.30 33.27 34.27 35.30 36.35 37.44 38.57 39.72 40.92 42.14 Usage Charges Tier 1: Water usage 0 to 4,999 gallons 2.43 2.68 2.79 2.90 3.02 3.14 3.27 3.40 3.54 3.68 3.83 Tier 2: Water usage 5,000 to 8,999 gallons 2.95 3.21 3.34 3.47 3.61 3.75 3.90 4.06 4.22 4.39 4.57 Tier 3: Water usage 9,000 to 19,999 gallons 3.65 4.02 4.18 4.35 4.52 4.70 4.89 5.09 5.29 5.50 5.72 Tier 4: Water usage 20,000 gallons over 4.71 5.18 5.39 5.61 5.83 6.06 6.30 6.55 6.81 7.08 7.36 Sewer (sewer based on winter water usage) per 1,000 gallons 3.11 3.28 3.38 3.48 3.58 3.69 3.80 3.91 4.03 4.15 4.27 Storm Water (per residential equivalency factor)15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 MULTI-RESIDENTIAL (7+Units) Water Base Charge 22.28 22.95 23.87 24.82 25.81 26.84 27.91 29.03 30.19 31.40 32.66 Sewer Base Charge 31.36 32.30 33.27 34.27 35.30 36.35 37.44 38.57 39.72 40.92 42.14 Usage Charges Tier 1: Water usage 2.92 3.21 3.34 3.47 3.61 3.75 3.90 4.06 4.22 4.39 4.57 Sewer (sewer based on winter water usage) per 1,000 gallons 3.11 3.28 3.38 3.48 3.58 3.69 3.80 3.91 4.03 4.15 4.27 Storm Water (per residential equivalency factor)15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 NON-RESIDENTIAL Water Base Charge (Less 3" Meter)27.53 28.36 29.49 30.67 31.90 33.18 34.51 35.89 37.33 38.82 40.37 Sewer Base Charge 31.36 32.30 33.27 34.27 35.30 36.36 37.45 38.57 39.73 40.92 42.15 Usage Charges Tier 1: Water usage 1,000 gallons +2.92 3.21 3.34 3.47 3.61 3.75 3.90 4.06 4.22 4.39 4.57 Sewer per 1,000 gallons 3.11 3.28 3.40 3.50 3.60 3.70 3.80 3.90 4.00 4.10 4.20 Storm Water (per residential equivalency factor)15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 76 69 Appendix Appendix A Page 2 of 3 City of Corcoran Fees and Charges 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 OTHER FEES Maple Grove Water Usage Charge per 1,000 gallons 2.48 2.60 2.73 2.87 3.01 3.17 3.32 3.49 3.66 3.85 4.04 Meter Charge (Cost Plus 10%)437.09 450.20 463.71 477.62 491.95 506.70 521.91 537.56 553.69 570.30 587.41 CONNECTION CHARGES Sewer Connection Charges Single Family Residential 1,318.40 1,357.95 1,399 1,441 1,484 1,528 1,574 1,622 1,670 1,720 1,772 Multi-Residential (7+Units)1,054.72 1,086.36 1,119 1,153 1,187 1,223 1,259 1,297 1,336 1,376 1,417 Non-Residential 1,318.40 1,357.95 1,399 1,441 1,484 1,528 1,574 1,622 1,670 1,720 1,772 MCES connection charge (per unit)2,485 2,485 2,485 2,486 2,487 2,488 2,489 2,490 2,491 2,492 2,493 Water Connection Charges Northeast Corcoran Single Family Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Multi-Residential Connection 1,065.02 1,096.97 1,141 1,186 1,234 1,283 1,335 1,388 1,444 1,501 1,561 Non-Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Maple Grove Residential Connection 2,999 3,306 Maple Grove Commercial/Other Connection 11,996 13,226 Southeast Corcoran Single Family Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Multi- Residential Connection 1,065.02 1,096.97 1,141 1,186 1,234 1,283 1,335 1,388 1,444 1,501 1,561 Non-Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Maple Grove Residential Connection 2,999 3,306 3,438 3,576 3,719 3,867 4,022 4,183 4,350 4,524 4,705 Maple Grove Commercial/Other Connection 11,996 13,226 13,755 14,305 14,877 15,473 16,091 16,735 17,405 18,101 18,825 77 70 Appendix Appendix A Page 3 of 3 City of Corcoran Fees and Charges 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 AVAILABILITY CHARGES* Sewer availability charge per acre of land 7,621.91 7,919.16 8,157 8,401 8,653 8,913 9,180 9,456 9,740 10,032 10,333 Northeast Corcoran* Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Northeast 12,369.75 12,852.17 13,366 13,901 14,457 15,035 15,637 16,262 16,913 17,589 18,293 Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Northeast 25,271.03 26,256.60 27,307 28,399 29,535 30,717 31,945 33,223 34,552 35,934 37,372 Southeast Corcoran* Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Southeast 9,318.44 9,682 10,069 10,472 10,891 11,326 11,780 12,251 12,741 13,250 13,780 Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Southeast 12,608.05 13,099.76 13,624 14,169 14,736 15,325 15,938 16,576 17,239 17,928 18,645 Notes to Table A: 3. This schedule does not include all city fees for water and sewer. For purpose of financial planning, the schedule only includes fees for the most frequent and material sources of revenue to the City. 1. Fee schedule is based on Corcoran constructing its own water system to serve northeast Corcoran beginning in year 2024. Changes to northeast water connection charges are based on this assumption. 2. After year 2030, for purposes of preparing financial plans, it is assumed that rates continue to be adjusted by the same percentage changes shown in year 2024. * Prior to 5/12/2022, the City had just one TLAC charge for water trunk line availablity. Effective 5/12/2022, the City adjusted the amount charged for availability of water services to include two separate charges, as described here. In addition, effective 5/12/2022, at time of adopting a new "Treatment & Storage" charge, the City adopted adjustments to the amount charged for Watermain & Raw Water TLAC. The amounts shown for year 2022 reflect the rates as of of 5/12/2022. 78 71 Appendix Appendix B Combined Total Levy Certification Year Levy Collection Year EXISTING 2016A Bonds, Equipment EXISTING 2018A Bonds, Equipment EXISTING 2020 Bonds, Equipment EXISTING 2022 Bonds, Equipment EXISTING 2025 Bonds, Equipment NEW 2027 Bonds, Equipment NEW 2029 Bonds, Equipment NEW 2031 Bonds, Equipment Subtotal EXISTING G.O. 2012B CIP Bonds, Refunded with 2020B EXISTING 2018A Bonds - Park Improvements (Debt Service Levy) EXISTING 2018A Bonds - Park Improvements (Abatement Levy) EXISTING 2023A for Street Improvements (Debt Service Levy) EXISTING 2023A for Street Improvements (Abatement Levy) EXISTING 2025A Bonds for Municipal Facilities (Planning /Land) NEW 2027A Bonds for Municipal Facilities NEW 2030A Bonds for County Road 11 Subtotal Total Estimated Tax Levy 2024 2025 37,485 80,273 104,265 250,884 ----472,907 232,985 25,908 84,000 179,128 190,000 ---712,021 1,184,928 2025 2026 -78,068 102,375 248,364 505,155 ---933,962 234,455 23,389 84,000 169,903 205,000 52,028 --768,774 1,702,736 2026 2027 -81,113 105,735 250,884 509,093 25,725 --972,550 235,820 20,868 89,250 159,640 215,000 50,715 --771,293 1,743,843 2027 2028 --103,740 252,984 511,980 177,450 --1,046,154 231,830 18,191 89,250 148,853 225,000 54,653 2,736,006 -3,503,782 4,549,936 2028 2029 --101,745 249,414 508,568 178,290 27,195 -1,065,212 238,340 15,514 94,500 137,540 235,000 53,078 2,735,049 -3,509,021 4,574,233 2029 2030 ---250,884 504,368 178,946 185,640 -1,119,838 241,490 12,584 94,500 125,953 250,000 51,503 2,733,094 312,060 3,821,183 4,941,021 2030 2031 ---249,047 289,380 179,419 186,296 143,220 1,047,362 244,157 9,655 99,750 113,328 260,000 49,928 2,733,519 432,600 3,942,936 4,990,298 2031 2032 ----288,855 174,458 186,769 171,570 821,652 246,761 6,563 105,000 100,428 275,000 53,603 2,732,317 429,660 3,949,331 4,770,983 2032 2033 ----287,805 174,746 187,058 171,990 821,599 249,076 3,281 105,000 86,490 285,000 51,765 2,733,235 431,760 3,945,607 4,767,206 2033 2034 ----291,480 174,851 187,163 166,950 820,444 246,073 --73,520 265,000 49,928 2,735,589 433,440 3,803,550 4,623,994 2034 2035 ----289,118 174,773 187,084 172,410 823,385 247,858 --62,890 275,000 53,340 2,734,376 434,700 3,808,164 4,631,549 2035 2036 ----44,730 179,760 186,821 172,200 583,511 254,814 --51,840 285,000 51,240 2,734,174 435,540 3,812,608 4,396,119 2036 2037 ----43,260 173,880 186,375 171,780 575,295 261,366 --40,620 300,000 49,560 2,735,194 430,710 3,817,450 4,392,745 2037 2038 ----47,040 -190,995 171,150 409,185 ---28,520 310,000 53,130 2,732,895 436,170 3,560,715 3,969,900 2038 2039 ----45,360 -184,748 170,310 400,418 -----51,240 2,731,960 435,750 3,218,950 3,619,368 2039 2040 ----43,680 --169,260 212,940 -----54,600 2,735,785 434,910 3,225,295 3,438,235 2040 2041 ---------------2,735,955 433,650 3,169,605 3,169,605 2041 2042 ---------------2,732,359 431,970 3,164,329 3,164,329 2042 2043 ---------------2,734,055 435,120 3,169,175 3,169,175 2043 2044 ---------------2,732,087 437,640 3,169,727 3,169,727 2044 2045 ---------------2,734,892 434,280 3,169,172 3,169,172 2045 2046 ---------------2,733,498 435,750 3,169,248 3,169,248 2046 2047 ---------------2,732,886 436,590 3,169,476 3,169,476 2047 2048 ---------------2,732,011 436,800 3,168,811 3,168,811 2048 2049 ---------------2,735,719 425,880 3,161,599 3,161,599 2049 2050 ---------------2,734,172 -2,734,172 2,734,172 2050 2051 ---------------2,732,501 -2,732,501 2,732,501 2051 2052 ---------------2,733,732 -2,733,732 2,733,732 2052 2053 ------------2,733,094 -2,733,094 2,733,094 2053 2054 ------------2,735,644 -2,735,644 2,735,644 2054 2055 ------------2,735,527 -2,735,527 2,735,527 Total 37,485 239,454 517,860 1,752,461 4,209,872 1,792,298 1,896,144 1,680,840 12,126,414 3,165,025 135,953 845,250 1,478,650 3,575,000 780,308 76,551,321 8,554,980 95,086,486 107,212,900 Notes: 1/ The tax levy amounts above include the 5% over levy (for delinquent property taxes). 2/ The 2018A Bonds include tax abatement levy. 3/ Special assessment revenue estimated for deposit to the debt service fund for the Series 2016A Bonds has not and is not projected to be sufficient to cover debt service. The City plans to transfer cash from the Water and Sewer Fund to the Debt Service Fund for Series 2016A to pay debt service in lieu of a tax levy. City of Corcoran Property Tax Levy Planned for Debt Service Tax Levy for Equipment Certificates Tax Levy for Facilities, Parks, and Street Improvements (Includes Tax Abatement) 79 Northland Securities, Inc.150 South Fifth Street , Suite 3300Minneapolis, MN 55402 Toll Free 1-800-851-2920 Main 612-851-5900www.northlandsecurities.comMember FINRA and SIPC | Registered with SEC and MSRB 80 STAFF REPORT Agenda Item: 6.a Council Meeting: October 23, 2025 Prepared By: Karen Heiden, Deputy Clerk Topic: Approval of Minutes Action Required: Approval Summary Approve October 09, 2025 City Council Work Session Minutes and October 09, 2025 City Council Meeting Minutes Recommendation Approve October 09, 2025 City Council Work Session Minutes and October 09, 2025 City Council Meeting Minutes Council Action Approve October 09, 2025 City Council Work Session Minutes and October 9, 2025 City Council Meeting Minutes Attachments 1. 2025-10-09 DRAFT Council Minutes.docx 2. 25-10-09 DRAFT Council Work Session Minutes.docx 81 City of Corcoran City Council Minutes October 09, 2025, 7pm 1 The Corcoran City Council met on October 09, 2025, in Corcoran, Minnesota. The City Council meeting was held in person and the public was present in person. The meeting was also available to view online through electronic means using live streaming service through Granicus. Mayor McKee, Councilors Lanterman, Nichols, and Vehrenkamp were present. Councilor Friedrich was excused. Also present: City Administrator Tobin, City Clerk Johnson, Assistant City Administrator Williams, Deputy Clerk Heiden, Community Development Director Davis McKeown, City Planner Lindahl, Planner Klingbeil, Public Works Director Mattson, Director of Public Safety Gottschalk, and City Attorney Thames . 1. Call to Order / Roll Call Mayor McKee called the meeting to order at 7:00 pm. 2. Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegiance. 3. Agenda Approval City Administrator stated that item 6h was removed and added a presentation from City Administrator Tobin. MOTION: made by Vehrenkamp, seconded by Nichols to approve the agenda as amended. Voting Aye: McKee, Lanterman, Nichols, and Vehrenkamp. (Motion carries: 4:0) 4. Presentation a. City Administrator Tobin presented Corcoran-logoed coins to council and department-head staff to hand out to people they acknowledge as to going above and beyond to provide service to the Corcoran community. 5. Open Forum – Public Comment Opportunity Mayor McKee invited residents to come forward to address the Council during Open Forum for any items not included on the agenda. City Administrator Tobin explained the instructions to participate in the public comment opportunity. No Public Comments. 6. Consent Agenda a. City Council Meeting Minutes Approval Action – Approved September 25, 2025 Work Session and September 25, 2025 City Council Minutes. b. Financial Claims Action – Approved Financial Claims to October 09, 2025. c. Response to September 11, 2025 Open Forum Comments Action – item pulled by Councilor Nichols. d. Toward Zero Death (TZD) Grant 2025-2026 Action – Adopted Resolution 2025-97 Approving City of Corcoran’s participation in the Toward Zero Death Program. e. See My Legacy – Quarterly Acceptance Resolution Action – Adopted Resolution 2025-95 Recognizing the 2025 Quarter 3 Heritage Park Donations . f. Heritage Park Improvements – Building Pay Request #2 Action – Approved Building Pay Request #2 for the Heritage Park Improvements to Valint Construction Services in the amount of $36,740.70. g. Chisholm Trail Improvements – Pay Request 1 82 City of Corcoran City Council Minutes October 09, 2025, 7pm 2 Action – Approved Pay Request 1 for the Chisholm Trail Improvements project to Asphalt Specialties Company in the amount of $70,611.41. MOTION: made by Vehrenkamp, seconded by Nichols to approve consent agenda items 6a, 6b, and 6d-6g. Voting Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) Nichols asked to pull item 6c for discussion. MOTION: made by Nichols, seconded by Vehrenkamp to approve consent item 6c option 3 directing staff to communicate to the buyers that this instance does not qualify for an exemption as the financial hardship existed prior to owning the property. Voting Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) 7. Planning a. Ravinia 9th Addition PUD Amendment (City File 17-042) City Planner Lindahl gave report to Council.  Kory Eichhorst, Lennar, addressed the council. MOTION: made by McKee, seconded by Nichols to amend resolution 2025-95 to include all materials red-lined in addition to picnic tables and benches and reimbursement for cost of materials and installation by city staff. Voting Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) 8. Unfinished Business 9. New Business a. Public Hearing – Certification of Delinquent Recycling Fees to Hennepin County Mayor McKee opened public hearing. MOTION: made by Nichols, seconded by Vehrenkamp to close public hearing for delinquent recycling fees to Hennepin County. Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) MOTION: made by Nichols, seconded by Lanterman to adopt resolution 2025-91 approving certification of delinquent recycling fees to Hennepin County. Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) b. Public Hearing – Certification of Delinquent Water and Sewer Utility Fee to Hennepin County Mayor McKee opened public hearing. MOTION: made by Nichols, seconded by Lanterman to close public hearing for delinquent water and sewer utility fees to Hennepin County. Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) MOTION: made by Nichols, seconded by Lanterman to adopt resolution 2025-92 approving certification of delinquent water and sewer fees to Hennepin County. Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries 4:0) c. Public Hearing – Certification of Delinquent Escrow Account Balances to Hennepin County Mayor McKee opened public hearing. MOTION: made by Nichols, seconded by Lanterman to close public hearing for certification of delinquent escrow account balances to Hennepin County. 83 City of Corcoran City Council Minutes October 09, 2025, 7pm 3 Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries 4:0) MOTION: made by Nichols, seconded by Vehrenkamp to adopt resolution 2025-93 approving certification of delinquent escrow account balances to Hennepin County. Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) 10. Staff Reports No Reports 11. Council Reports Vehrenkamp reported 40-year reserve officer John Keiffer is not doing well and asked to keep him in their thoughts. McKee reported Meeting with Representative Morrison on Tuesday, October 14th Vote for Watertower of the year 12. City Council Schedule a. 2025 City Council Schedule 13. Adjournment MOTION: made by Nichols, seconded by Vehrenkamp to adjourn. Voting Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries: 4:0) `Mayor McKee adjourned the meeting at 7:43 p.m. October 09, 2025 Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 84 City of Corcoran City Council Work Session Minutes October 09, 2025 1 The Corcoran City Council met on October 09, 2025, in Corcoran, Minnesota. Mayor McKee, Councilors Lanterman, Nichols, and Vehrenkamp were present. Councilor Friedrich excused. Also present were City Administrator Tobin, Assistant City Administrator Williams, City Clerk Johnson, Deputy Clerk Heiden, Community Development Director Davis McKeown, Public Works Director Mattson, and Director of Public Safety Gottschalk. OIGINAL 1. Call to Order/Roll Call Mayor McKee called the work session to order at 5:30 pm 2. Scheduled Items a. Facility Needs Assessment Study BKV presented a facility needs assessment and operational assessment. Discussion included needs and size, master planning and next steps and conclusions. 3. Adjournment Motion: made by Nichols, seconded by Vehrenkamp to adjourn Voting Aye: McKee, Lanterman, Nichols, and Vehrenkamp (Motion carries 4:0) The Work Session was adjourned at 6:37 pm on Thursday, October 09, 2025. Respectfully submitted, _____________________________________ Karen Heiden – Deputy Clerk 85 STAFF REPORT Agenda Item: 6.b Council Meeting: October 23, 2025 Prepared By: Reed Kottke, Accountant Topic: Financial Claims to October 23, 2025 Action Required: Approval Summary Claims require Council review and approval, those permitted per policy have been completed, while others are pending for Council approval. Financial/Budget Claims are within budget or are identified on a case-by-case basis to confirm funding source and seek Council approval as necessary. Options Approve claims as presented or amend and approve claims. Recommendation Approve claims as presented. Council Action Consider approving claims as presented. Attachments 1. 20251023 council.pdf 86 CLAIMS APPROVED AND PROCESSED PER POLICY 47,186.00$ 47,186.00$ 66,903.74$ 66,903.74$ Agenda Item: 6b 1 Council Meeting: 10/23/2025 Prepared By: Reed Kottke, Accountant Check Range: 37957-37977 Financial Claims: 10/09/2025 Check Register Total Expenditures Approved Agenda Item: 6b 2 Check Range: 37978-37999 Financial Claims: 10/15/2025 Check Register Total Expenditures Approved 87 CLAIMS PENDING COUNCIL APPROVAL 2,300,447.44$ 245,668.36$ 2,546,115.80$ Date Vendor Amount Description 10/3/2025 MEDSURETY 30.00$ OCTOBER COBRA ADMINISTRATION 10/3/2025 REPUBLIC SERVICES 2,652.69$ AUGUST AND SEPTEMBER STATEMENT CITY HALL REFUSE/RECYCLING/ORGANICS 10/6/2025 OPTUM BANK 6,529.11$ PP20 HEALTH SAVINGS ACCOUNT CONTRIBUTIONS 10/6/2025 CIGNA 763.68$ SEPTEMBER ANCILLARY HEALTH INSURANCE PREMIUMS 10/6/2025 REPUBLIC SERVICES 229.17$ AUGUST AND SEPTEMBER STATEMENT WILDFLOWER PARK REFUSE 10/6/2025 REPUBLIC SERVICES 488.28$ AUGUST AND SEPTEMBER STATEMENT CITY PARK REFUSE 10/6/2025 REPUBLIC SERVICES 592.42$ AUGUST AND SEPTEMBR STATEMENT PUBLIC WORKS REFUSE 10/7/2025 THE HARTFORD 2,500.04$ SEPTEMBER DISABILITY INSURANCE PREMIUMS 10/8/2025 INVOICE CLOUD 2,581.66$ SEPTEMBER TRANSACTION PROCESSING FEE 10/8/2025 COMCAST 260.24$ SEPTEMBER AND OCTOBER STATEMENT PUBLIC WORKS TELEPHONE 10/8/2025 COMCAST 1,091.70$ SEPTEMBER AND OCTOBER STATEMENT CITY HALL INTERNET 10/9/2025 CENTERPOINT ENERGY 40.40$ SEPTEMBER STATEMENT CITY PARK AND CITY HALL NATURAL GAS 10/9/2025 CENTERPOINT ENERGY 113.97$ OCTOBER STATEMENT PUBLIC WORKS NATURAL GAS 10/9/2025 CENTERPOINT ENERGY 798.89$ OCTOBER STATEMENT WATER TREATMENT PLANT NATURAL GAS 10/10/2025 US BANK 12,641.60$ OCTOBER STATEMENT PURCHASING CARD MANAGING ACCOUNT 10/10/2025 ADP PAYROLL FEES 457.97$ PP20 PROCESSING CHARGES 10/14/2025 MINNESOTA STATE RETIREMENT SYSTEM 4,521.57$ PP20 HEALTH CARE SAVINGS PLAN CONTRIBUTIONS 10/14/2025 MINNESOTA STATE RETIREMENT SYSTEM 3,840.35$ PP20 DEFERRED COMPENSATION PRE-TAX AND ROTH CONTRIBUTIONS 10/14/2025 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION OF MN 35,401.62$ PP20 PENSION CONTRIBUTIONS 10/14/2025 OPTUM CLAIM 1,944.24$ FLEXIBLE SPENDING ACCOUNT FUNDING REQUEST 10/16/2025 ADP TAX 44,651.15$ PP21 TAX WITHHOLDING 10/16/2025 ADP WAGE PAY 121,227.85$ PP21 NET PAY 10/16/2025 VERIZON 1,276.44$ SEPTEMBER STATEMENT CITY HALL AND POLICE CELLULAR 10/16/2025 T-MOBILE 389.61$ SEPTEMBER STATEMENT PUBLIC WORKS UTILITIES CELLULAR 10/16/2025 T-MOBILE 416.25$ SEPTEMBER STATEMENT PUBLIC WORKS OPERATIONS CELLULAR 10/16/2025 US BANK EQUIPMENT FINANCE 227.46$ OCTOBER RICOH COPIER CONTRACT Total 245,668.36$ Automatic Deduction / Electronic Fund Transfer / Other Disbursement Agenda Item: 6b 3 Council Meeting: 10/23/2025 Prepared By: Reed Kottke, Accountant Check Range: 38005-38021 Financial Claims: 10/23/2025 Check Register Automatic Deduction / Electronic Funds Transfer Total Expenditures For Approval 88 BANK CODE: GEN CHECK DATE: 10/09/2025 INVOICE PAY DATE FROM 10/09/2025 TO 10/09/2025 10/09/2025 08:05 AM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 1243.00 0.00 243.00 ACTIVE911, INC.234037957GEN10/09/2025 134.98 0.00 34.98 AMAZON CAPITAL SERVICES227037958GEN10/09/2025 1319.67 0.00 319.67 BEAUDRY OIL COMPANY62237959GEN10/09/2025 15,250.00 0.00 5,250.00 CIVICPLUS LLC324837960GEN10/09/2025 12,600.00 0.00 2,600.00 COMPUTER INTEGRATION TECH242737961GEN10/09/2025 14,320.00 0.00 4,320.00 DELETEME C/O ABINE INC257537962GEN10/09/2025 114,897.77 0.00 14,897.77 EBERT CONSTRUCTION27037963GEN10/09/2025 1401.04 0.00 401.04 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185937964GEN10/09/2025 115.00 0.00 15.00 HOLIDAY COMPANIES194037965GEN10/09/2025 1148.61 0.00 148.61 INDUSTRIAL CHEM LAB SERVICES INC325237966GEN10/09/2025 2127.50 0.00 127.50 LANDFORM PROFESSIONAL SERVICES21137967GEN10/09/2025 21,000.00 0.00 1,000.00 LEAGUE OF MN CITIES INSUR.TRST159437968GEN10/09/2025 11,048.52 0.00 1,048.52 LIGHTNING PRINTING INC325137969GEN10/09/2025 1420.00 0.00 420.00 MARIE RIDGEWAY LICSW, LLC256137970GEN10/09/2025 163.47 0.00 63.47 MENARDS MAPLE GROVE16737971GEN10/09/2025 110,515.00 0.00 10,515.00 OERTEL ARCHITECTS192737972GEN10/09/2025 11,203.15 0.00 1,203.15 REPUBLIC SERVICES13837973GEN10/09/2025 12,000.00 0.00 2,000.00 ROBERT THOMAS CPA LLC324737974GEN10/09/2025 11,691.25 0.00 1,691.25 SUPERIOR BACKGROUND INVESTIGATIONS282837975GEN10/09/2025 1457.92 0.00 457.92 TEAMSTER LOCAL 320158837976GEN10/09/2025 1429.12 0.00 429.12 TRUE NORTH STEEL192137977GEN10/09/2025 Num Stubs: 0Num Checks: 21 Num Invoices: 23 Total Amount: 47,186.00 89 BANK CODE: GEN CHECK DATE: 10/15/2025 INVOICE PAY DATE FROM 10/15/2025 TO 10/15/2025 10/15/2025 10:03 AM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 1725.00 0.00 725.00 A&M STRIPING MN LLC325337978GEN10/15/2025 317,085.50 0.00 17,085.50 ABDO LLP537979GEN10/15/2025 1531.45 0.00 531.45 AMERICAN ENGINEERING TESTING, INC.310937980GEN10/15/2025 11,687.14 0.00 1,687.14 BKV GROUP323637981GEN10/15/2025 71,080.25 0.00 1,080.25 CARSON, CLELLAND & SCHREDER5337982GEN10/15/2025 19,863.00 0.00 9,863.00 CARSON, CLELLAND, & SCHREDER5337983GEN10/15/2025 12,271.45 0.00 2,271.45 COMPUTER INTEGRATION TECH242737984GEN10/15/2025 1169.31 0.00 169.31 GREAT AMERICA FINANCIAL SERVICES322437985GEN10/15/2025 1365.00 0.00 365.00 GREAT NORTHERN WINDOW CLEANERS242237986GEN10/15/2025 14,271.00 0.00 4,271.00 INTEGRATED PROTECTION SYSTEMS255037987GEN10/15/2025 13,000.00 0.00 3,000.00 JPC Custom HomesREFUNDBD37988GEN10/15/2025 1875.00 0.00 875.00 Kal PatelREFUNDBD37989GEN10/15/2025 14,017.50 0.00 4,017.50 M KARINIEMI & K KARINIEMIREFUNDBD37990GEN10/15/2025 133.48 0.00 33.48 MENARDS MAPLE GROVE16737991GEN10/15/2025 13.41 0.00 3.41 NAPA AUTO PARTS - Corcoran12637992GEN10/15/2025 13,480.00 0.00 3,480.00 NORTHLAND SECURITIES, INC.183737993GEN10/15/2025 2164.45 0.00 164.45 OPTUM219837994GEN10/15/2025 15,000.00 0.00 5,000.00 Pulte HomesREFUNDBD37995GEN10/15/2025 15,000.00 0.00 5,000.00 Pulte HomesREFUNDBD37996GEN10/15/2025 1483.90 0.00 483.90 TIDE CLEANERS256837997GEN10/15/2025 26,682.90 0.00 6,682.90 WRIGHT-HENNEPIN184437998GEN10/15/2025 1114.00 0.00 114.00 WRUCK SEWER & PORTABLE RENTAL295637999GEN10/15/2025 Num Stubs: 0Num Checks: 22 Num Invoices: 32 Total Amount: 66,903.74 90 BANK CODE: GEN CHECK DATE: 10/23/2025 INVOICE PAY DATE FROM 10/23/2025 TO 10/23/2025 10/15/2025 10:23 AM User: RCKOTTKE DB: Corcoran Page: 1/1CHECK PROOF FOR CITY OF CORCORAN # InvoicesTotal AmountCredit TotalInvoice TotalVendor NameVendor CodeCheck #BankCheck Date 1212,727.14 0.00 212,727.14 ASPHALT SPECIALTIES COMPANY324638005GEN10/23/2025 171,852.67 0.00 71,852.67 CITY OF CORCORAN281338006GEN10/23/2025 138,910.00 0.00 38,910.00 EUNA SOLUTIONS INC320938007GEN10/23/2025 11,062,322.19 0.00 1,062,322.19 FEHN COMPANIES186838008GEN10/23/2025 125,176.80 0.00 25,176.80 GUARDIAN FLEET SAFETY293638009GEN10/23/2025 129.00 0.00 29.00 HENNEPIN COUNTY ACCOUNTS RECEIVABLE185938010GEN10/23/2025 1191,748.00 0.00 191,748.00 CITY OF MAPLE GROVE5838011GEN10/23/2025 163,412.47 0.00 63,412.47 METRO WEST INSPECTION SERVICES11738012GEN10/23/2025 130,613.59 0.00 30,613.59 METROPOLITAN COUNCIL ENVIRO226738013GEN10/23/2025 1123,007.50 0.00 123,007.50 METROPOLITAN COUNCIL137538014GEN10/23/2025 1136.15 0.00 136.15 MICHAEL MARSHALLREFUNDUB38015GEN10/23/2025 251,100.00 0.00 51,100.00 MIDWEST MACHINERY CO.227538016GEN10/23/2025 120,625.04 0.00 20,625.04 MN DEPT OF LABOR & INDUSTRY168038017GEN10/23/2025 1678.75 0.00 678.75 Price Custom HomesREFUNDBD38018GEN10/23/2025 4153,311.05 0.00 153,311.05 SR WEIDEMA193938019GEN10/23/2025 1172,253.00 0.00 172,253.00 TRANSWEST TRUCKS323338020GEN10/23/2025 282,544.09 0.00 82,544.09 VALINT CONSTRUCTION SERVICES LLC324938021GEN10/23/2025 Num Stubs: 0Num Checks: 17 Num Invoices: 22 Total Amount: 2,300,447.44 91 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 1/6Page: 10/16/2025 07:49 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/09/2025 - 10/23/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37957 37957243.00 10/09/25645484ACTIVE ALERT QTY 15ACTIVE911, INC.10/01/25100-42100-50308 243.00 Total For Check 37957 Check 37958 3795834.98 10/09/251GQY-TVHW-CWHVHDMI CABLE 25FTAMAZON CAPITAL SERVICES09/26/25100-41900-50210 34.98 Total For Check 37958 Check 37959 379599.61 10/09/253061865UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY09/23/25100-41900-50212 37959294.06 10/09/253061865UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY09/23/25100-42100-50212 3795916.00 10/09/253061865UNLEADED 87 - 10% ETHANOLBEAUDRY OIL COMPANY09/23/25100-43100-50212 319.67 Total For Check 37959 Check 37960 379603,937.50 10/09/25352950CIVICPLUS 9/24/25 - 9/23/26CIVICPLUS LLC09/30/25100-00000-15500 37960656.25 10/09/25352950CIVICPLUS 9/24/25 - 9/23/26CIVICPLUS LLC09/30/25100-41900-50300 37960656.25 10/09/25352950CIVICPLUS 9/24/25 - 9/23/26CIVICPLUS LLC09/30/25100-41910-50300 5,250.00 Total For Check 37960 Check 37961 379612,600.00 10/09/25501372OCTOBER 2025 RETAINERCOMPUTER INTEGRATION TECH10/01/25100-41920-50300 2,600.00 Total For Check 37961 Check 37962 379624,320.00 10/09/25CORC-0009GOLD PLAN QTY 20 AND ADMIN FEEDELETEME C/O ABINE INC09/23/25100-42100-50300 4,320.00 Total For Check 37962 Check 37963 3796314,897.77 10/09/2521638015LEAN TOO CHANGE ORDER 1EBERT CONSTRUCTION09/16/25435-43100-50520 14,897.77 Total For Check 37963 Check 37964 37964401.04 10/09/251000253461JAIL PER DIEM AUGUST 2025HENNEPIN COUNTY ACCOUNTS RECEIVABLE09/23/25100-42100-50305 401.04 Total For Check 37964 Check 37965 3796515.00 10/09/250034011025008/31/25-9/30/25HOLIDAY COMPANIES10/01/25100-42100-50403 15.00 Total For Check 37965 Check 37966 37966148.61 10/09/25417327LIFT STATION DEGREASERINDUSTRIAL CHEM LAB SERVICES INC08/01/25602-49450-50210 148.61 Total For Check 37966 Check 37967 3796742.50 10/09/2537230CK REQ HOPE MEADOWS 24-025 20250831LANDFORM PROFESSIONAL SERVICES10/07/25100-00000-22205 3796785.00 10/09/2537147KARINIEMI MEADOWS FP 22-059 20250831LANDFORM PROFESSIONAL SERVICES09/08/25100-00000-22205-044 127.50 Total For Check 37967 Check 37968 37968500.00 10/09/2525235WORKERS COMPENSATION CLAIM 00522212LEAGUE OF MN CITIES INSUR.TRST10/01/25100-42100-50365 37968500.00 10/09/2525236WORKERS COMPENSATION CLAIM 00522213LEAGUE OF MN CITIES INSUR.TRST10/01/25100-42100-50365 1,000.00 Total For Check 37968 Check 37969 379691,048.52 10/09/25582530112025 Q4 NEWSLETTER POSTAGELIGHTNING PRINTING INC10/07/25100-41900-50322 92 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 2/6Page: 10/16/2025 07:49 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/09/2025 - 10/23/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37969 1,048.52 Total For Check 37969 Check 37970 37970420.00 10/09/253351MANDATORY CHECK-IN X 3MARIE RIDGEWAY LICSW, LLC09/30/25100-41900-50300 420.00 Total For Check 37970 Check 37971 3797163.47 10/09/2554136SUPPLIES J REISNER MENARDS MAPLE GROVE08/26/25100-42100-50210 63.47 Total For Check 37971 Check 37972 3797210,515.00 10/09/2524-26.10CORCORAN COMMUNITY PARK INVOICE 10OERTEL ARCHITECTS10/06/25415-45200-50300 10,515.00 Total For Check 37972 Check 37973 379731,203.15 10/09/250894-007277412CONTRACT RECYCLING SERVICE SEPTEMBER 2025REPUBLIC SERVICES09/30/25100-43201-50300 1,203.15 Total For Check 37973 Check 37974 379742,000.00 10/09/25203804ARBITRAGE REBATE SERVICES SERIES 2023AROBERT THOMAS CPA LLC08/13/25100-41500-50300 2,000.00 Total For Check 37974 Check 37975 379751,691.25 10/09/2520250930BACKGROUND INVESTIGATIONSUPERIOR BACKGROUND INVESTIGATIONS09/30/25100-42100-50300 1,691.25 Total For Check 37975 Check 37976 37976457.92 10/09/2520250930UNION/TEAM LEGAL DUES OCTOBER 2025TEAMSTER LOCAL 32009/30/25100-00000-21707 457.92 Total For Check 37976 Check 37977 37977429.12 10/09/25BL0000019227HELICAL STEELTRUE NORTH STEEL09/30/25100-43100-50225 429.12 Total For Check 37977 Check 37978 37978725.00 10/15/251471RESTRIPE CORCORAN CITY HALLA&M STRIPING MN LLC10/07/25100-43121-50400 725.00 Total For Check 37978 Check 37979 3797910,833.00 10/15/25512613OCTOBER 2025 FINANCE MGR SERVICES 90122FS.ABDO LLP10/01/25100-41500-50300 3797960.00 10/15/25513070SEPTEMBER 2025 PAYROLL CONSULTING 41390.WSABDO LLP09/30/25100-41500-50300 379796,192.50 10/15/25513185SEPTEMBER 2025 FS ACCOUNTING ESCROWS 90122FS.ABDO LLP09/30/25100-41500-50301 17,085.50 Total For Check 37979 Check 37980 37980531.45 10/15/25INV-287551P-0044033-CORCORAN COMMUNITY PK BLDGAMERICAN ENGINEERING TESTING, INC.10/02/25415-45200-50300 531.45 Total For Check 37980 Check 37981 379811,687.14 10/15/2566903FACILITIES STUDY SEPTEMBER AND OCTOBER 2025BKV GROUP10/15/25435-41400-50300 1,687.14 Total For Check 37981 Check 37982 37982217.50 10/15/258392-2CK REQ SCHMIDS HIDDEN 24-049 20250930CARSON, CLELLAND & SCHREDER10/14/25100-00000-22205 37982239.25 10/15/258392-3CK REQ FAIRWAY SHORES 24-006 20250930CARSON, CLELLAND & SCHREDER10/14/25100-00000-22205 93 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 3/6Page: 10/16/2025 07:49 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/09/2025 - 10/23/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37982 37982100.00 10/15/258392-4CK REQ M&J CREEKSIDE 25-026 20250930CARSON, CLELLAND & SCHREDER10/14/25100-00000-22205 37982103.00 10/15/258392-5CK REQ M&J CREEKSIDE 25-026 20250930CARSON, CLELLAND & SCHREDER10/14/25100-00000-22205 3798258.00 10/15/258392-6CK REQ ST JOHNS 25-031 20250930CARSON, CLELLAND & SCHREDER10/14/25100-00000-22205 37982224.75 10/15/258392-7CK REQ SUITE LIVING 25-020 20250930CARSON, CLELLAND & SCHREDER10/14/25100-00000-22205 37982137.75 10/15/258392-8CK REQ RED BARN 23-008 20250930CARSON, CLELLAND & SCHREDER10/14/25100-00000-22205 1,080.25 Total For Check 37982 Check 37983 3798336.25 10/15/258392CITY ATTORNEY SEPTEMBER 2025CARSON, CLELLAND, & SCHREDER09/30/25100-00000-22205-110 379836,293.00 10/15/258392CITY ATTORNEY SEPTEMBER 2025CARSON, CLELLAND, & SCHREDER09/30/25100-41600-50300 379833,425.00 10/15/258392CITY ATTORNEY SEPTEMBER 2025CARSON, CLELLAND, & SCHREDER09/30/25100-42100-50304 37983108.75 10/15/258392CITY ATTORNEY SEPTEMBER 2025CARSON, CLELLAND, & SCHREDER09/30/25408-48013-50304-401 9,863.00 Total For Check 37983 Check 37984 379842,271.45 10/15/25501431PARALLELS REMOTE SUBSCRIPTION RENEWAL 1 YRCOMPUTER INTEGRATION TECH10/01/25100-41900-50308 2,271.45 Total For Check 37984 Check 37985 3798516.93 10/15/2540240099AGREEMENT 003-3143929-000 FOLDER INSERTER GREAT AMERICA FINANCIAL SERVICES09/29/25100-41900-50413 3798576.19 10/15/2540240099AGREEMENT 003-3143929-000 FOLDER INSERTER GREAT AMERICA FINANCIAL SERVICES09/29/25601-49400-50413 3798576.19 10/15/2540240099AGREEMENT 003-3143929-000 FOLDER INSERTER GREAT AMERICA FINANCIAL SERVICES09/29/25602-49450-50413 169.31 Total For Check 37985 Check 37986 37986365.00 10/15/255087CITY HALL WINDOW CLEANINGGREAT NORTHERN WINDOW CLEANERS09/22/25100-41900-50401 365.00 Total For Check 37986 Check 37987 379874,271.00 10/15/2586421DOOR ACCESS ISSUES X 6INTEGRATED PROTECTION SYSTEMS09/19/25100-41900-50401 4,271.00 Total For Check 37987 Check 37988 379883,000.00 10/15/25BCO24-0005ESCROW RELEASE 22499 CHAPARRAL LNJPC Custom Homes10/14/25100-00000-22206 3,000.00 Total For Check 37988 Check 37989 37989875.00 10/15/25BP25-0022ESCROW RELEASE 25-007 19905 CO RD 10Kal Patel10/14/25100-00000-22205 875.00 Total For Check 37989 Check 37990 379904,017.50 10/15/25BP25-0018ESCROW RELEASE 25-011 6855 WILLOW DRM KARINIEMI & K KARINIEMI10/14/25100-00000-22205 4,017.50 Total For Check 37990 Check 37991 3799133.48 10/15/2554741MISC SUPPLIESMENARDS MAPLE GROVE09/10/25100-42100-50210 33.48 Total For Check 37991 Check 37992 379923.41 10/15/25626237POLICE PTO PINNAPA AUTO PARTS - Corcoran09/22/25100-42100-50210 3.41 Total For Check 37992 Check 37993 379933,480.00 10/15/251672SEPTEMBER 2025 FINANCIAL MANAGEMENT PLANNORTHLAND SECURITIES, INC.10/02/25100-41500-50300 94 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 4/6Page: 10/16/2025 07:49 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/09/2025 - 10/23/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 37993 3,480.00 Total For Check 37993 Check 37994 3799481.65 10/15/250001804505HSA/FSA AUGUST 2025 ACCOUNT FEEOPTUM09/12/25100-41900-50300 3799482.80 10/15/250001815434HSA/FSA SEPTEMBER 2025 ACCOUNT FEEOPTUM10/09/25100-41900-50300 164.45 Total For Check 37994 Check 37995 379955,000.00 10/15/25BCO25-0047ESCROW RELEASE P25-0184 9950 JACK PINEPulte Homes10/14/25100-00000-22206 5,000.00 Total For Check 37995 Check 37996 379965,000.00 10/15/25BCO25-0040ESCROW RELEASE P25-0164 10033 JACK PINEPulte Homes10/14/25100-00000-22206 5,000.00 Total For Check 37996 Check 37997 37997483.90 10/15/2520250930DRY CLEANING SEPTEMBER 2025TIDE CLEANERS09/30/25100-42100-50417 483.90 Total For Check 37997 Check 37998 37998114.24 10/15/2535032506207-2CK REQ ELECTRIC SEP 2025 HUNTERS RIDGE/HOPE WAYWRIGHT-HENNEPIN10/13/25100-00000-22205 379986,568.66 10/15/2535032506207ELECTRIC SEPTEMBER 2025WRIGHT-HENNEPIN10/10/25100-41900-50381 6,682.90 Total For Check 37998 Check 37999 37999114.00 10/15/25I30305ZONE 1 CNSTCTN UNITS, ADA UNITSWRUCK SEWER & PORTABLE RENTAL10/07/25100-45200-50210 114.00 Total For Check 37999 Check 38005 38005(11,196.16)10/23/25193807366-2CHISOLM TRAIL IMPROVEMENTS PAY REQUEST 2ASPHALT SPECIALTIES COMPANY10/14/25408-00000-20610 38005223,923.30 10/23/25193807366-2CHISOLM TRAIL IMPROVEMENTS PAY REQUEST 2ASPHALT SPECIALTIES COMPANY10/14/25408-48013-50300-401 212,727.14 Total For Check 38005 Check 38006 3800671,852.67 10/23/2500005822WATER TREATMENT PLANT FEESCITY OF CORCORAN10/07/25601-00000-16500 71,852.67 Total For Check 38006 Check 38007 3800711,061.00 10/23/25INV129040EUNA BUDGET 5/12/25-5/11/26 AND IMPLEMENTATIONEUNA SOLUTIONS INC05/14/25100-00000-15500 3800727,849.00 10/23/25INV129040EUNA BUDGET 5/12/25-5/11/26 AND IMPLEMENTATIONEUNA SOLUTIONS INC05/14/25100-41900-50700 38,910.00 Total For Check 38007 Check 38008 38008(55,911.69)10/23/25193807229-3CITY PARK IMPROVEMENTS PAY APP 3FEHN COMPANIES10/14/25415-00000-20610 380081,118,233.88 10/23/25193807229-3CITY PARK IMPROVEMENTS PAY APP 3FEHN COMPANIES10/14/25415-45200-50530 1,062,322.19 Total For Check 38008 Check 38009 3800925,176.80 10/23/25303329SQUAD 584 - 25 FORD FULL BUILD CONFIG1GUARDIAN FLEET SAFETY09/23/25435-42100-50550 25,176.80 Total For Check 38009 Check 38010 3801029.00 10/23/251000254486PINS OCTOBER 2025HENNEPIN COUNTY ACCOUNTS RECEIVABLE10/15/25100-41500-50207 29.00 Total For Check 38010 Check 38011 95 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 5/6Page: 10/16/2025 07:49 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/09/2025 - 10/23/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number Check 38011 38011191,748.00 10/23/25202509303RD QTR 2025 MAPLE GROVE WATER CONNECTION FEECITY OF MAPLE GROVE09/30/25601-00000-20800 191,748.00 Total For Check 38011 Check 38012 3801263,412.47 10/23/254766PERMITS FINALIZED SEPTEMBER 2025METRO WEST INSPECTION SERVICES10/01/25100-42400-50300 63,412.47 Total For Check 38012 Check 38013 3801330,613.59 10/23/250001194005WASTE WATER SERVICE NOVEMBER 2025METROPOLITAN COUNCIL ENVIRO10/01/25602-49450-50312 30,613.59 Total For Check 38013 Check 38014 38014124,250.00 10/23/2520250930SEPTEMBER 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL10/07/25602-00000-20800 38014(1,242.50)10/23/2520250930SEPTEMBER 2025 SEWER AVAILABILITY CHARGEMETROPOLITAN COUNCIL10/07/25602-00000-36200 123,007.50 Total For Check 38014 Check 38015 38015136.15 10/23/2510/14/2025UB refund for account: 20019479-10255001MICHAEL MARSHALL10/14/25601-00000-22200 136.15 Total For Check 38015 Check 38016 380168,200.00 10/23/2510665050FRONTIER FL1169S STOCK 597829MIDWEST MACHINERY CO.10/09/25100-45200-50221 3801642,900.00 10/23/2510665055JOHN DEERE FC12E STOCK 591898MIDWEST MACHINERY CO.10/09/25435-43100-50580 51,100.00 Total For Check 38016 Check 38017 3801721,484.42 10/23/2520250930Q3 2025 BUILDING PERMIT SURCHARGE REPORTMN DEPT OF LABOR & INDUSTRY09/30/25100-00000-20802 38017(859.38)10/23/2520250930Q3 2025 BUILDING PERMIT SURCHARGE REPORTMN DEPT OF LABOR & INDUSTRY09/30/25100-00000-32210 20,625.04 Total For Check 38017 Check 38018 38018678.75 10/23/25BP25-0005ESCROW RELEASE 25-003 23811 MEADOW CREEKPrice Custom Homes10/14/25100-00000-22205 678.75 Total For Check 38018 Check 38019 3801910,425.28 10/23/25193807336-3-4CR 116/HUNTERS RIDGE TURN LN PAY APP 3SR WEIDEMA10/13/25100-00000-20610 380196,248.40 10/23/25193807336-3CR 116/HUNTERS RIDGE TURN LN PAY APP 3SR WEIDEMA10/13/25100-00000-22205 38019118,416.13 10/23/25193807336-3-2CR 116/HUNTERS RIDGE TURN LN PAY APP 3SR WEIDEMA10/13/25100-00000-22205 3801918,221.24 10/23/25193807336-3-3CR 116/HUNTERS RIDGE TURN LN PAY APP 3SR WEIDEMA10/13/25100-00000-22205 153,311.05 Total For Check 38019 Check 38020 38020172,253.00 10/23/25WF39232026 WESTERN STAR 47X VIN 5KKHBPDVXTPWF3923TRANSWEST TRUCKS09/19/25435-43100-50550 172,253.00 Total For Check 38020 Check 38021 38021(298.50)10/23/252520-1CORCORAN COMMUNITY PARK BUILDING PAY 1VALINT CONSTRUCTION SERVICES LLC08/28/25415-00000-20610 38021(475.00)10/23/252520-2CORCORAN COMMUNITY PARK BUILDING PAY 2VALINT CONSTRUCTION SERVICES LLC10/01/25415-00000-20610 3802146,576.89 10/23/252520-1CORCORAN COMMUNITY PARK BUILDING PAY 1VALINT CONSTRUCTION SERVICES LLC08/28/25415-45200-50520 3802136,740.70 10/23/252520-2CORCORAN COMMUNITY PARK BUILDING PAY 2VALINT CONSTRUCTION SERVICES LLC10/01/25415-45200-50520 82,544.09 Total For Check 38021 96 CHECK REGISTER - COUNCIL INVOICE GL DISTRIBUTION REPORT FOR CITY OF CORCORAN 6/6Page: 10/16/2025 07:49 AM User: RCKOTTKE DB: Corcoran EXP CHECK RUN DATES 10/09/2025 - 10/23/2025 JOURNALIZED PAID - CHECK TYPE: PAPER CHECK Check #AmountChk DateInvoice Invoice Desc.VendorInvoice DateGL Number 371,214.95 Fund 100 GENERAL FUND 212,835.89 Fund 408 PAVEMENT MANAGEMENT 1,155,912.73 Fund 415 PARK CAPITAL FUND 256,914.71 Fund 435 2025A BOND EQUIPMENT 263,813.01 Fund 601 WATER 153,845.89 Fund 602 SEWER Fund Totals: 2,414,537.18 Total For All Funds: 97 STAFF REPORT Agenda Item: 6.c Council Meeting: October 23, 2025 Prepared By: Deb Johnson, City Clerk Topic: Resolution 2025-99 Appointing Nalisha Williams as Acting City Administrator Action Required: Approval Summary City Administrator Tobin will be temporarily unavailable for the period of November 7, 2025 to November 13, 2025. The City wishes to designate Assistant City Administrator, Nalisha Williams as acting City Administrator to act on the City's behalf and with authority during this period. Financial/Budget N/A Recommendation Staff recommends that City Council approve Resolution 2025-99 Appointing Nalisha Williams as Acting City Administrator Council Action Staff recommends that City Council approve Resolution 2025-99 Appointing Acting City Administrator Attachments 1. Resolution 2025-99 Apointing Acting Administrator.docx 98 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-99 Page 1 of 1 Motion By: Seconded By: RESOLUTION APPOINTING NALISHA WILLIAMS AS ACTING CITY ADMINISTRATOR FOR THE CITY OF CORCORAN, MINNESOTA WHEREAS, it is anticipated that City Administrator Jay Tobin will be temporarily unavailable and the City of Corcoran desires to empower his designee, Assistant City Administrator Nalisha Williams, to act on the City’s behalf and with the authority of the City Administrator, during this period of unavailability; and WHEREAS, the City anticipates this period to be from November 7, 2025 to November 13, 2025 (the “Term”); and NOW, THEREFORE, the Corcoran City Council RESOLVES as follows: 1) Nalisha Williams is hereby designated to be the Acting City Administrator during the Term, unless or until this designation is altered by separate action of the City Council, entirely at the Council’s discretion. 2) During the Term, Nalisha Williams shall be empowered to act on behalf of the City in the capacity of City Administrator and may execute documents, allocate funds, and direct staff as permitted in that capacity. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23rd day of October, 2025. ________________________________ Tom McKee – Mayor ATTEST: __________________________________________ City Seal Debra Johnson – City Clerk 99 STAFF REPORT Agenda Item: 4.a Council Meeting: October 23, 2025 Prepared By: Jay Tobin, City Administrator Topic: Long Term Financial Plan Action Required: Information Only Council Action Information Only Attachments 1. Corcoran Financial Management Plan 2025 as of 14OCT2025.pdf 100 2025 Long-Term Financial Management Plan Draft as of October 14, 2025 Northland Securities, Inc. 150 South Fifth Street, Suite 3300 Minneapolis, MN 55402 (800) 851-2920 Member FINRA and SIPC Registered with SEC and MSRB 101 i CONTENTS Letter of Transmittal Introduction and Summary 1Introduction and Summary ............................................................................................................1Revenue Sufficiency ...........................................................................................................................1Rate Calculations ................................................................................................................................3City Tax Rate .................................................................................................................................3Figure 1. - City Tax Levy and Tax Rate ................................................................................3Utility Rates ..................................................................................................................................4Study Approach ..................................................................................................................................5Organization of the Plan .................................................................................................................5TABLE 1 - Property Tax Levy and Tax Rate ................................................................................6TABLE 2 - Projected City Taxes Payable for Example Properties ......................................7CHART 1 - Annual Change in Property Tax Levy and Rate .................................................8CHART 2 - City Tax Capacity (Tax Base) ......................................................................................8CHART 3 - Fund Balance ..................................................................................................................9CHART 4 - Cash Balances ................................................................................................................9CHART 5 - Water Fund Cash Balances ....................................................................................10CHART 6 - Sewer Fund Cash Balances ....................................................................................10CHART 7 - CIP Use of Funds .......................................................................................................11CHART 8 - CIP Source of Funds .................................................................................................11 Background 12Summary .............................................................................................................................................12TABLE 3 - Customer Units and Water Volume Sold ...........................................................13CHART 9 - New Construction and Connection to Municipal Utilities .........................15CHART 10 - Acres of Land Platted ............................................................................................15 Capital Improvement Plan and Debt 16Overview of Plan ..............................................................................................................................16Equipment and Vehicles .......................................................................................................16Water Improvements .............................................................................................................16Sewer Improvements .............................................................................................................16Street Improvements .............................................................................................................16Facility and Parks .....................................................................................................................17Bond Issuance ...................................................................................................................................17TABLE 4 -Capital Improvement Plan ........................................................................................19 Contents 102 ii Contents TABLE 5 - Debt Service ..................................................................................................................22TABLE 6 - Bonds Outstanding ....................................................................................................23CHART 11 - CIP Use of Funds .....................................................................................................24CHART 12 - CIP Source of Funds ...............................................................................................24CHART 13 - Annual Debt Service ..............................................................................................25CHART 14 - Bonds Outstanding ................................................................................................25CHART 15 - Debt Outstanding by Type ..................................................................................26CHART 16 - Bonds Outstanding Existing and New ............................................................26 Financial Plans 27Background ........................................................................................................................................27Summary of Key Factors and Assumptions ...........................................................................27Total Governmental Funds Combined ....................................................................................29CHART 17 - Total Sources and Uses of Funds ................................................................30CHART 18 - Cash Balance and Fund Balance .................................................................30TABLE 7 - Finance Plan ............................................................................................................31General Fund Financial Plan ........................................................................................................32Figure 2 - Tax Levy Revenue ..................................................................................................32CHART 19 - Cash Balance and Fund Balance .................................................................34CHART 20 - Source and Use of Funds ...............................................................................34CHART 21 - % Change in Source and Use of Funds ....................................................34CHART 22 - Use of Funds by purpose ..............................................................................34TABLE 8 - Finance Plan ............................................................................................................35Debt Service Funds Financial Plan ............................................................................................36CHART 23 - Cash Balance and Fund Balance .................................................................37CHART 24 - Source and Use of Funds ...............................................................................37CHART 25 - % Change in Source and Use of Funds ....................................................37CHART 26 - Use of Funds by purpose ..............................................................................37TABLE 9 - Finance Plan ............................................................................................................38Special Revenue Funds Financial Plan .....................................................................................39TABLE 10 - Finance Plan .........................................................................................................40Capital Projects Funds Financial Plan ......................................................................................41TABLE 11 - Finance Plan .........................................................................................................42Park Capital Fund ............................................................................................................................43TABLE 12 - Finance Plan .........................................................................................................44Capital Equipment Fund Financial Plan ..................................................................................45TABLE 13 - Finance Plan .........................................................................................................46Capital Facilities Fund ....................................................................................................................47TABLE 14 - Finance Plan .........................................................................................................48 103 iii Water Fund Financial Plan ............................................................................................................49CHART 27 - Cash Balance by Purpose ..............................................................................51CHART 28 - Ending Unrestricted Net Assets ..................................................................51CHART 29 - Revenue and Expense .....................................................................................51CHART 30 - Customers and Volume ..................................................................................51TABLE 15 - Finance Plan .........................................................................................................52TABLE 16 - Projected Water Revenues ..............................................................................54TABLE 17 - Cash Balances ......................................................................................................57Sewer Fund Financial Plan ...........................................................................................................58CHART 31 - Cash Balance by Purpose ..............................................................................60CHART 32 - Ending Unrestricted Net Assets ..................................................................60CHART 33 - Revenue and Expense .....................................................................................60CHART 34 - Customers and Volume ..................................................................................60TABLE 18 - Finance Plan .........................................................................................................61TABLE 19 - Projected Water Revenues ..............................................................................63TABLE 20 - Cash Balances ......................................................................................................65Storm Water Fund Financial Plan ..............................................................................................66TABLE 21 - Finance Plan .........................................................................................................67 Appendices 68Appendix A - Utility Rate Schedule ..........................................................................................68Appendix B - Property Tax Levy Planned for Debt Service..............................................71 104 iv October 7, 2025 Jay Tobin City Administrator City of Corcoran, MN 8200 Co. Rd. 116 Corcoran, MN 55340 RE: City of Corcoran Long-Term Financial Management Plan Dear Jay: Northland is pleased to present the City of Corcoran with the 2025 Long-Term Financial Management Plan (the “Plan”). The Plan is intended to help inform decisions on property tax and enterprise fee poli- cy decisions, among other financial plans. The Plan provides information to inform decisions both in the near term, and long-term, as near-term decisions often have long-term implications. The Plan was devel- oped working closely with city staff. Northland appreciates the opportunity to provide service to the City. Sincerely, NORTHLAND SECURITIES, INC. Tammy Omdal Managing Director 150 South Fifth Street, Suite 3300, Minneapolis, MN 55402 Main: (612) 851-5900 / Direct: (612) 851-4964 / Email: tomdal@northlandsecurities.com Member FINRA and SIPC | Registered with SEC and MSRB 105 1 Introduction and SummaryINTRODUCTION AND SUMMARY The Financial Management Plan (the “Plan”) offers a guide for the on-going financial management of the City of Corcoran (the “City”). The Plan was first pre- pared in year 2012 and has been updated annually. The Plan contains proposed strategies and identifica- tion of key factors and objectives to monitor with re- spect to future financial performance. Information is included on estimated future property tax levies and municipal fees and charges necessary to fund planned city services, capital improvement plans, and debt ser- vice. The objectives of the study for the Plan are as follows: • Revenue Sufficiency - Develop and populate a forecasting model that will determine the level of revenue needed to satisfy general government and utility enterprises operations, capital improve- ments, and debt service while maintaining ade- quate reserves for future service and capital needs. • Rate Calculations - Model projected tax capacity tax rates for the City and proposed municipal util- ity rates and structure for billing water and sewer services (the “Utilities”) to meet revenue sufficien- cy objectives. The Plan includes anticipated capital improvements for years 2024-2033 (the “CIP”). Estimates were pre- pared by the City as to cost and timing of projects. While the specific timing of future improvements can be uncertain, awareness of the funding demands for projects is important when considering tax levies, rates for fees and charges, and reserves for future capital. Future development will provide increased revenue from charge for services and tax revenue. This includes increased revenue to the Utilities, with revenue from both development fees and usage fees. Development provides increased tax capacity and potential for in- crease in property tax revenue to pay for services. The rate of future development and addition of tax- payers and customers of the Utilities has been and continues to be a significant variable for the Plan. The City should continue to monitor actual development that occurs against the anticipated rate of develop- ment assumed in the Plan. The rate of development will impact the projected revenues and timing of col- lection included in the Plan. Information on the pro- jected housing units to be added is included later in the Plan. Revenue Sufficiency The Study evaluated the sufficiency of revenues to meet current and projected financial requirements over future years for the various accounting “Funds” the City maintains. The Plan determines the tax levies and rates necessary in each year of the projection pe- riod to provide revenue sufficiency. Governmental Funds The City has an adopted Fund Balance Policy (dated April 25, 2025) that states the following with respect to minimum fund balance for the General Fund, among other statements included in the policy: • The City will maintain an unassigned fund balance in the General fund of an amount not less than 42% of the next year’s budgeted expenditures of the General fund. This will assist in maintaining an adequate level of fund balance to provide for cash 106 2 Introduction and Summary flow requirements and contingency needs because major revenues, including property taxes and oth- er government aids are received in the second half of the City’s fiscal year. Enterprise Funds For purposes of the Plan, the revenue objective for the Water Fund and the Sewer Fund focused on providing revenue sufficient to achieve projected year-end cash balance to cover the following purposes: • Three-months of operating expense • Following-year debt service payments • Following year capital acquisition (planned to be paid from cash) • Reserves for future capital improvements and oth- er reserve purposes Funding Depreciation for the Utilities The funding of depreciation, or setting aside of funds to replace depreciated infrastructure, is an important element for establishment of sufficient rates for the Utilities. The Study focused on the City’s asset man- agement practices to maintain and expand infrastruc- ture at future estimated costs. Rather than focus on “funding depreciation” we find it is better to gain a strong understanding of the expect- ed future costs and, maybe more importantly, their timing, and plan for replacement of infrastructure and facilities. Using a planned schedule for capital im- provements and the incorporation of those plans into the Study does that. Capital improvement plans com- bined with financial management targets are critical elements that allow for the setting of rates that meet City goals. Financial management targets begin with criteria for evaluating overall financial condition. For instance, do projections show sufficient revenues to cover planned operating and capital improvement expenses? The Utilities must do better than break even, but by how much? The Plan helps to answer these questions by allocating the projected year-end cash balance to defined pur- poses. The defined purposes include planned capital acquisition and reserves for future capital. The Plan provides a second criteria to evaluate reve- nue sufficiency for the Utilities. The Plan sets a target (a floor) to maintain an unrestricted net position in the Utility Funds no lower than 50% of the subsequent year’s estimated expenditures. The majority of revenue for municipal utility opera- tions comes from user charges, maintaining an unre- stricted net position that is equal to at least 50% of ex- penditures will help to ensure that sufficient resources are available to fund basic functions between receipts of user charges. The target (or floor) for ending unrestricted net posi- tion is meant to be an equivalent of the target for an unrestricted fund balance for the General Fund. Equity is reported as a fund balance in the General Fund and as a net asset within the Water Fund and the Sewer Fund. Fund balance and net assets are the difference between fund assets and liabilities reflected on the bal- ance sheet or statement of net assets. 107 3 Introduction and SummaryRate Calculations The Study focused on preparing projections for future annual tax capacity rates for the City, and reviewing the rates for the fees and charges of the Utilities. The Study did not include a review and analysis of other fees and charges, only the fees for the Utilities. City Tax Rate Future tax levy increases are projected to be necessary to fund planned expenditures and to maintain ade- quate cash balances across all City funds. The increase in the City’s tax rate is estimated based on assump- tions in the Plan for changes to the City’s tax capacity from growth in the taxable market value of property within the City. The projected City tax levy by year and tax capacity is shown in Figure 1. The key items or assumptions for the Plan that im- pact the estimated City tax rate include the following, among other items: Tax Collection Year City Tax Levy % Change Tax Levy City Net Tax Capacity % Change NTC City Tax Rate 2025 9,159,263 9.4%20,467,851 8.3%0.42727 2026 11,917,360 30.1%23,217,284 13.4%0.49533 2027 14,049,635 17.9%25,141,559 8.3%0.54223 2028 16,269,106 15.8%26,744,610 6.4%0.59272 2029 16,753,113 3.0%27,994,017 4.7%0.58355 2030 17,629,924 5.2%28,789,450 2.8%0.59789 Figure 1. Snapshot of Projected City Tax Levy, City Net Tax Capacity, and City Tax Rate as Included in the Plan (*2025 is Actual) • Taxable market value, not inclusive of new con- struction, is projected to increase by 3.0% annually. • Fiscal disparities contribution and corresponding distribution of tax revenue is estimated to remain constant (at preliminary Pay 2026 amounts) over the planning period. The actual impact of the met- ro-wide fiscal disparities program varies from year to year. • It is assumed that the City will increase the tax levy to support additional planned spending in the General Fund related to growth of the community. Details on the specific items, which includes staff positions, are included in the Finance Plan section. • General fund non-tax revenue is estimated to in- crease by 2.0% and current expenditures by 3.0%. There are no assumed major changes to non-tax revenue. Based on more recent economic condi- tions, the 3.0% assumption for expenditures may be low for certain expenses but the focus of the Plan is long-term. • The Plan assumes the City will add approximately 149 new single-family housing units annually on average between 2026-2030. For purposes of esti- mating market value of property, the average new home is estimated at $525,000 with valuation in- flated 3.0% annually. • The Plan assumes the City will add approximately 508 new rental multi-family housing units (in to- tal) between 2026-2030. For purposes of estimating market value of property, the average rental unit is estimated at $275,000 per unit with valuation in- flated 3.0% annually. 108 4 Introduction and Summary • The Plan assumes an increase in taxable market value from construction of new commercial prop- erty in the City at approximately $1.0 million per year. This is intended to be a conservative assump- tion for planning purposes. • The Plan assumes the City will issue $50 million in bonds in 2027 to finance a new municipal campus/ building. The debt service to be paid from taxes (80%), water revenues (10%) and sewer revenues (10%). The increase to the City’s tax levy beginning in year 2028 is estimated at approximately $2.7 million for payment of debt service for the project. • The Plan includes the City’s estimated share of the Hennepin County improvement project for County Road 10 in the City. The estimated total cost of the project is $25 million, with an estimated local cost share of $5.5 million for the City. The Plan assumes the City will issue bonds in 2030 to finance its por- tion of the cost. Utility Rates The City currently has a two-part rate structure for charging fees for water and sewer services, comprised of both fixed and variable charges. This structure re- covers a portion of system costs in a fixed charge, rec- ognizing that the Utilities have certain fixed costs and customer service costs that are incurred year-round. These fixed costs are incurred regardless of the level of water usage. It is projected that approximately 45% of the Water Fund expenses, including depreciation, are fixed and for the Sewer Fund it is estimated at 30%. The percent- ages vary somewhat from year to year. Fixed expenses as a percent of total expenses is projected to decrease somewhat over time as the number of customers in- crease and volume of water usage grows. For usage or metered volume-based rates, based on the results of the study, there are no recommended changes in the structure. As the number of customers increases potential changes to the structure may be needed. The Plan anticipates the City adopts planned increases to rates for water and sewer services as proposed in the Plan. This includes increasing the water and sewer services fees. Appendix A includes the proposed util- ity rates by year as assumed for the Plan. 109 5 Introduction and SummaryStudy Approach The following steps were taken as part of the study for the Plan: • City provided historical financial data along with current budget plans and capital improvement plans. • City provided the assumptions for future residen- tial units to be constructed and connected to the Utilities. • Information provided by the City was organized, analyzed, and used to support the development of the Plan. The prior year data included in the Plan is reconciled with the City’s audited financial state- ments for year 2023 and 2024. Organization of Plan The Plan is organized into five sections: 1. Introduction and Summary provides information on revenue sufficiency and rate calculations. 2. Background provides historical and statistical con- text for the Utilities. 3. CIP and Debt provides information on plans for equipment, facilities, and maintaining and expand- ing the water and sewer systems. This includes estimates on project costs, timing, and sources of funds. Information on outstanding debt obligation and debt service is included. 4. Financial Plans provides the financial plans (pro forma) for the City funds. The financial plans in- clude historical, current, and projected sources and uses of funds and estimated ending cash bal- ances. Financial plans take into account capital im- provement plans, both existing and planned debt issuance, and proposed rates. 5. Appendices provide additional data and graphics. 110 6 Introduction and SummaryTABLE 1 2024 2025 2026 2027 2028 2029 2030 2031 Property Tax Levy by Payable Year General Fund 7,187,648 7,974,335 10,214,624 12,305,792 11,719,170 12,178,881 12,688,903 13,015,548 Debt Service - Equipment 474,587 472,907 933,962 972,550 1,046,154 1,065,212 1,119,838 1,047,362 Debt Service - Facilities, Parks, and County Roads 712,021 712,021 768,774 771,293 3,503,782 3,509,021 3,821,183 3,942,936 Total Property Tax Levy 8,374,256 9,159,263 11,917,360 14,049,635 16,269,106 16,753,113 17,629,924 18,005,846 Less Fiscal Disparities Distribution 359,809 414,037 417,124 417,124 417,124 417,124 417,124 417,124 Net Spread Levy 8,014,447 8,745,226 11,500,236 13,632,511 15,851,982 16,335,989 17,212,800 17,588,722 Tax Capacity (TC) Gross Tax Capacity (TC) Real Property 19,067,434 20,713,629 23,606,106 25,530,381 27,133,432 28,382,839 29,178,272 29,864,907 Gross Tax Capacity (TC) Personal Property 589,036 570,808 570,808 570,808 570,808 570,808 570,808 570,808 Total Gross TC 19,656,470 21,284,437 24,176,914 26,101,189 27,704,240 28,953,647 29,749,080 30,435,715 Less Tran Line TC / Rounding Adjustment 3,365 2,867 2,867 2,867 2,867 2,867 2,867 2,867 Less Fiscal Disparities TC 755,406 813,719 956,763 956,763 956,763 956,763 956,763 956,763 Less Tax Increment Financing TC ------- Net Tax Capacity 18,897,699 20,467,851 23,217,284 25,141,559 26,744,610 27,994,017 28,789,450 29,476,085 City Tax Rate 42.410%42.727%49.533%54.223%59.272%58.355%59.789%59.671% Total Property Tax Levy Annual % Change 17.0%9.4%30.1%17.9%15.8%3.0%5.2%2.1% Net Tax Capacity Annual % Change 16.3%8.3%13.4%8.3%6.4%4.7%2.8%2.4% City Tax Rate Annual % Change 0.7%0.7%15.9%9.5%9.3%-1.5%2.5%-0.2% ProjectedCertified City of Corcoran Summary of Property Tax Levy, Tax Capacity, and Tax Rate Note: Projected 2026 Gross Tax Capacity (TC) for Real Property Property is from Hennepin County report dated 7/1/2025. Pay 2026 amounts for Gross Tax Capacity Personal Property, Fiscal Disparities Distribution and Contribution amounts are placeholder amounts and are subject to change pending the City's receipt of information from Hennepin County. Amounts for 2027-2031 are estimated amounts for planning purposes only, actual amounts will vary. 111 7 Introduction and SummaryTABLE 2 City of Corcoran Projected City Taxes Payable for Example Properties 2026 2027 2028 2029 2030 Residential Example Property 1 $300,000 $309,000 $318,270 $327,818 $337,653 Residential Example Property 2 $525,000 $540,750 $556,973 $573,682 $590,892 Residential Example Property 3 $700,000 $721,000 $742,630 $764,909 $787,856 Residential Example Property 4 $1,000,000 $1,030,000 $1,060,900 $1,092,727 $1,125,509 Commercial Example Property 1 $1,000,000 $1,030,000 $1,060,900 $1,092,727 $1,125,509 Commercial Example Property 2 $2,000,000 $2,060,000 $2,121,800 $2,185,454 $2,251,018 Commercial Example Property 3 $5,000,000 $5,150,000 $5,304,500 $5,463,635 $5,627,544 Commercial Example Property 4 $10,000,000 $10,300,000 $10,609,000 $10,927,270 $11,255,088 Residential Example Property 1 $1,389 $1,574 $1,780 $1,814 $1,922 Residential Example Property 2 $2,631 $2,987 $3,386 $3,455 $3,669 Residential Example Property 3 $3,715 $4,209 $4,761 $4,850 $5,141 Residential Example Property 4 $5,572 $6,303 $7,119 $7,241 $7,664 Commercial Example Property 1 $9,907 $11,170 $12,576 $12,753 $13,459 Commercial Example Property 2 $19,813 $22,340 $25,153 $25,507 $26,917 Commercial Example Property 3 $49,533 $55,850 $62,881 $63,766 $67,293 Commercial Example Property 4 $99,066 $111,699 $125,763 $127,533 $134,585 Residential Example Property 1 20.0%13.3%13.1%1.9%6.0% Residential Example Property 2 20.3%13.5%13.3%2.1%6.2% Residential Example Property 3 20.0%13.3%13.1%1.9%6.0% Residential Example Property 4 19.8%13.1%12.9%1.7%5.8% Commercial Example Property 1 19.4%12.8%12.6%1.4%5.5% Commercial Example Property 2 19.4%12.8%12.6%1.4%5.5% Commercial Example Property 3 19.4%12.8%12.6%1.4%5.5% Commercial Example Property 4 19.4%12.8%12.6%1.4%5.5% Residential Example Property 1 $232 $185 $206 $33 $109 Residential Example Property 2 $443 $356 $398 $70 $213 Residential Example Property 3 $619 $494 $552 $89 $291 Residential Example Property 4 $921 $731 $816 $122 $423 Commercial Example Property 1 $1,610 $1,263 $1,406 $177 $705 Commercial Example Property 2 $3,220 $2,527 $2,813 $354 $1,410 Commercial Example Property 3 $8,051 $6,317 $7,032 $885 $3,526 Commercial Example Property 4 $16,102 $12,633 $14,063 $1,770 $7,052 Note: City Tax Payable is estimated for 2026-2030. Actual amount will vary. Valuation of the example properties is assumed to increase by 3.0% annually. A n n u a l D o lla r C h a n g e in C it y T a x P ay a b le C ity T ax P a y ab le b y P ro p e rty T a x a b le M a r k et V a lu a t io n o f P ro p e r ty A n n u a l % C h an g e i n C it y T a x P ay a b le b y P r o p e rty 112 8 Introduction and Summary -5.0% 0.0% 5.0% 10.0% 15.0% 20.0% 25.0% 30.0% 35.0% 2023 2024 2025 2026 2027 2028 2029 Annual Percent Change CHART 1 Property Tax Levy Annual % Change Tax Rate Annual % Change City Tax Levy is projected to increase to support growing demand for city services, including city staffing and debt service on the financing of a new muncipal facility. The increase in tax levy is projected to result in an increase in City Tax Rate. $0 $5 $10 $15 $20 $25 $30 $35 2026 2027 2028 2029 2030 Millions CHART 2 Tax Capacity from Property Constructed After Year 2023 Tax Capacity from Property Constructed Before Year 2023 Estimated City Tax Capacity is projected to increase driven by new construction and projected valuation increases for property Tax capacity is the valuation of property based on market value and class rates on which property taxes are determined 113 9 Introduction and Summary 25% 27% 29% 31% 33% 35% 37% 39% 41% 43% 45% 47% 49% 51% 2023 2024 2025 2026 2027 2028 2029 2030 2032General Fund - Fund Balance as % of Expenditures CHART 3 General Fund funding balance over the long term is projected to meet City policy to maintain a minimum balance equivalent to 42% of next year's budgeted expenditures for the General Fund. Tax Levy increases are projected in the General Fund to grow the City's available fund balance for compliance with City Policy. $0 $5 $10 $15 $20 $25 $30 2023 2024 2025 2026 2027 2028 2029 2030 2031 Ending Cash Balance Millions CHART 4 Total Governmental Funds General Fund Enterprise Funds Ending Cash Balances are projected to be at levels sufficient to meet City objectives Changes in ending cash balances can be caused by timing of capital projects, debt service payments, receipt of funds, including bond proceeds, among other reasons. 114 10 Introduction and Summary $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 2025 2026 2027 2028 2029 2030 2031 Ending Cash Balance Millions CHART 5Water Fund Minimum Cash for operating cash flow, following year debt service, pay-go capital Projected Cash Position with Future Rate Adjustments Water Fund ending cash balance is projected to decrease over time with use of cash generated from development to pay for improvements (with cash) and debt service on capital improvements $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 2025 2026 2027 2028 2029 2030 2031 2032 2033Ending Cash Balance Millions CHART 6 Sewer Fund Minimum Cash for operating cash flow, following year debt service, pay-go capital Projected Cash Position with Future Rate Adjustments Sewer Fund ending cash balance is projected to increase from collecton of development related revenue which will be spent on future improvement projects The Plan includes use of $5.0 million of cash (pay-go) in year 2027 to fund 50% of the estimated cost for NE to SE Trunk Sewer Line The increase in the Water Fund and Sewer Fund Year- End Cash Balance is planned. The difference between Projected Cash Position and Minimum Cash Position rep- resents the net amount of cash projected to be available as reserves for future capital improvements. The City collects develop- ment fees at time of platting and building permit, use of the funds collected occurs over time to pay for financing of projects. Connection and availability charges from development will pay for future capital improvements to support de- velopment both programmed and not yet programmed in the CIP. 115 11 Introduction and Summary 0% 20% 40% 60% 80% 100% 120% 2026 2027 2028 2029 2031 Cumulative % Increase from Year 2025 CHART 7Projected Future Tax Levy Increases Compared to Projected Increase in Net Tax Capacity Cumulative Increase inTax Levy from 2025 Cumulative Increase inNet Tax Capacity from2025 Cumulative increase in Tax Levy is projected to be greater than the cumulative increase in Net Tax Capacity, resulting in increase to Tax Rate - Growth in the City's tax base over time will provide opportunity for stabilization / flattening of the Tax Rate $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 $20.0 2024 2025 2026 2027 2028 2029 2031 Total Annual Tax Levy Millions CHART 8Tax Levy by Purpose General Fund Tax Levy Debt Service Tax Levy Tax Levy for Debt Service is projected to increase with planned issuance of new debt for projects 116 12 Background BACKGROUND The City of Corcoran is located on the western edge of the Twin Cities Metropolitan area in Hennepin County. The 2024 population is estimated at 8,846 (Official Statement, G.O. Bonds Series 2025A). Population will continue to increase due to development of residential property within the City. The land area for the City encompasses just under 36 square miles and includes area for future residential development. Commercial and industrial development in the City is expected to continue to expand due to access to mu- nicipal water and sewer services and the expansion of transportation corridors. In 2012 the City successfully financed and implemented a major improvement proj- ect to first bring and then expand municipal water and sewer services to the City. The project provided for connection to the metropolitan disposal system. The City forecasts continued development of both residen- tial and commercial property. The City’s development plan for its downtown area provides an opportunity for additional economic de- velopment. In recent years the City completed con- struction of street improvements and utility infrastruc- ture in the downtown area. The table that follows provides the estimated number of housing units along with municipal utility connec- tions units for commercial property in the downtown area the City projects to be added over the next twenty- years. The assumptions on units is an important input to the Plan and is updated on annual basis by the City. The City has completed its construction plans to pro- vide water service to serve the northeast area of the City. The access to water purchased from Maple Grove is limited. For this reason, the City has undertaken in- vestments in a city owned water treatment plant and water tower. 117 13 Background Table 3 Page 1 of 2 City of Corcoran Growth Projections 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 ACRES PLATTED Residential SE District 46.53 85.25 17.00 5.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00Residential NE District 25.45 -10.92 5.65 6.96 50.01 44.25 40.00 40.00 40.00 40.00Multi-Family Residential SE District -----------Multi-Family Residential NE District -----------Commercial SE District 0.52 ----------Commercial NE District 10.97 27.41 3.89 32.81 -------Total Acres Platted 83.47 112.66 31.81 43.46 36.96 80.01 74.25 70.00 70.00 70.00 70.00 UNITS PERMITTED Residential SE District 253 180 134 90 90 90 90 90 90 90 90Residential NE District 80 86 66 34 13 110 -110 110 110 110Greater Corcoran 12 14 7 5 5 5 5 5 5 5 5Total Residential Single Family 345 280 207 129 108 205 95 205 205 205 205Multi-Family Residential SE District --100 --------Multi-Family Residential NE District ----184 224 -156 ---Commercial SE District 1 -1 --------Commercial NE District 1 1 1 1 -2 2 ----Total Units Permitted 347 281 309 130 292 431 97 361 205 205 205 UTILITY CUSTOMER UNITS Estimated Customer Units Added by Year Residential SE District 221 253 180 134 90 90 90 90 90 90 90 Residential NE District 78 80 86 66 34 13 110 0 110 110 110 Greater Corcoran 12 14 7 5 5 5 5 5 5 5 Total Residential Single Family 299 345 280 207 129 108 205 95 205 205 205 Multi-Family Residential SE District 240 0 0 100 0 0 0 0 0 0 0 Multi-Family Residential NE District 0 0 0 0 0 184 224 0 156 0 0 Commercial SE District 1 1 0 1 0 0 0 0 0 0 0 Commercial NE District 0 1 1 1 1 0 2 2 0 0 0 Total 540 347 281 309 130 292 431 97 361 205 205 Estimated Total Customer Units (Average Annual) Residential SE District (includes adjustments)1,047 1,268 1,521 1,701 1,835 1,925 2,015 2,105 2,195 2,285 2,375 Residential NE District 480 558 638 724 790 824 837 947 947 1,057 1,167 Greater Corcoran 15 15 27 41 48 53 58 63 68 73 78 Total Residential Single Family 1,542 1,841 2,186 2,466 2,673 2,802 2,910 3,115 3,210 3,415 3,620 Multi-Family Residential SE District 0 240 240 240 340 340 340 340 340 340 340 Multi-Family Residential NE District 0 0 0 0 0 0 184 408 408 564 564 Commercial SE District 41 42 43 43 44 44 44 44 44 44 44 Commercial NE District 0 0 1 2 3 4 4 6 8 8 8 Total 1,583 2,123 2,470 2,751 3,060 3,190 3,482 3,913 4,010 4,371 4,576 118 14 Background Table 3 Page 2 of 2 City of Corcoran Growth Projections 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 CUSTOMER WATER VOLUMES Residential average gallons per year per REU 75 75 75 75 75 75 75 75 75 75 75 Multi-Family average gallons per year per REU 70 70 70 70 70 70 70 70 70 70 70 Commercial average gallons per year per REU 100 100 100 100 100 100 100 100 100 100 100 Total Purchased Water Volume (1,000 Gal) Residential SE District 131,216 95,100 114,075 127,575 137,625 144,375 151,125 157,875 164,625 171,375 178,125 Residential NE District 12,522 Greater Corcoran 1,125 1,125 2,025 3,075 3,600 3,975 4,350 4,725 5,100 5,475 5,850 Total Residential Single Family 144,863 96,225 116,100 130,650 141,225 148,350 155,475 162,600 169,725 176,850 183,975 Multi-Family Residential SE District -16,800 16,800 16,800 23,800 23,800 23,800 23,800 23,800 23,800 23,800 Multi-Family Residential NE District ------12,880 28,560 28,560 39,480 39,480 Commercial SE District 4,100 4,200 4,300 4,300 4,400 4,400 4,400 4,400 4,400 4,400 4,400 Commercial NE District --100 200 300 400 400 600 800 800 800 Total Purchased Water Volume (1,000 Gal)148,963 117,225 137,300 151,950 169,725 176,950 196,955 219,960 227,285 245,330 252,455 Total City Water Produced Volume (1,000 Gal) Residential SE District Residential NE District -41,850 47,850 54,300 59,250 61,800 62,775 71,025 71,025 79,275 87,525 Greater Corcoran Total Residential Single Family -41,850 47,850 54,300 59,250 61,800 62,775 71,025 71,025 79,275 87,525 Multi-Family Residential SE District Multi-Family Residential NE District ------12,880 28,560 28,560 39,480 39,480 Commercial SE District - Commercial NE District --100 200 300 400 400 600 800 800 800 Total City Water Produced Volume (1,000 Gal)-41,850 47,950 54,500 59,550 62,200 76,055 100,185 100,385 119,555 127,805 Residential SE District 131,216 95,100 114,075 127,575 137,625 144,375 151,125 157,875 164,625 171,375 178,125 Residential NE District 12,522 41,850 47,850 54,300 59,250 61,800 62,775 71,025 71,025 79,275 87,525 Greater Corcoran 1,125 1,125 2,025 3,075 3,600 3,975 4,350 4,725 5,100 5,475 5,850 Subtotal Residential 144,863 138,075 163,950 184,950 200,475 210,150 218,250 233,625 240,750 256,125 271,500 Multi-Family Residential SE District -16,800 16,800 16,800 23,800 23,800 23,800 23,800 23,800 23,800 23,800 Multi-Family Residential NE District ------25,760 57,120 57,120 78,960 78,960 Commercial SE District 4,100 4,200 4,300 4,300 4,400 4,400 4,400 4,400 4,400 4,400 4,400 Commercial NE District --200 400 600 800 800 1,200 1,600 1,600 1,600 Total Water Volume Billed (1,000 Gal)148,963 159,075 185,250 206,450 229,275 239,150 273,010 320,145 327,670 364,885 380,260 Average Estimated Annual Volume Per Customer Total Water Billed to Customers (1,000 Gal) 119 15 Background 0 50 100 150 200 250 300 350 400 2024 2025 2026 2027 2028 2029 2030 2031Residential Equivalent Units Residential Commercial (Other)Multi-Family Projections for future growth from residential and commercial development drive the revenue assumptions in the Plan. REU as included here are equal to the projected permitted units for the year. CHART 9 0 20 40 60 80 100 120 2024 2025 2026 2027 2028 2029 2030 2031 Acres of Land Platted Projection for future acres of land platted for development impacts the revenue assumptions in the Plan CHART 10 120 16 CIP and DebtCAPITAL IMPROVEMENT PLAN (CIP) AND DEBT The City annually reviews its plans for capital acqui- sition and improvements and updates its multi-year plan. The CIP in the Plan provides details on costs by year and proposed funding sources. The debt service study, included in the Plan, provides information on current debt service and estimated future debt. The CIP provides an important input into preparing the financial plans for the individual City funds. Equipment and Vehicles Over the next five years (2025-2029) the City anticipates spending an average of approximately $1.1 million per year on equipment and vehicles. The Plan includes an- ticipated bonding every other year (2027, 2029, and 2031) for equipment and vehicles. The City reviews its plans on a regular basis to ensure that planned capital acquisition remains within the available funds, includ- ing bond proceeds, to support the acquisitions. Water Improvements Construction of well and treatment facilities are antici- pated in future years in the estimated amount of ap- proximately $25 million between 2025-2032. The City plans to use approximately $11.5 million from federal and state funds, along with bond proceeds and rev- enue (cash) from the Water Fund to pay for these im- provements. The Plan anticipates the southeast area of the City will continue to be served under terms of an agree- ment with Maple Grove for purchase of municipal water until demand passes capacity. Improvements in southeast Corcoran will need to be undertaken at some point in the future. The CIP does not include water improvement projects that are anticipated to be constructed and financed by private development and contributed to the City. These projects will be paid entirely by private funds with infrastructure then contributed to the City. Sewer Improvements The Plan includes planned construction of a north- east-southeast trunk line in year 2028 in the estimated amount of $7.5 million. The plans includes $5,000,000 from bond proceeds and the balance from cash in the Sewer Fund to finance the improvement. Street Improvements Currently the only street improvement project antici- pated in the Plan is the City’s local share of the an- ticipated Hennepin County improvement project for County Road 10 in the City in 2030. No city street im- provements are included in the CIP. The City includes street maintenance funding within the General Fund operating budget, including use of Municipal State Aid for street maintenance. Improvement to Gravel Roads The City has discussed a need to establish a plan to be- gin paving gravel roads. A dedicated revenue source is likely needed for this to take place and should be discussed and included in future Plans. 121 17 CIP and DebtFacility and Parks A future municipal campus/building or expansion of the existing building is planned for approximately $50 million in year 2027; this is a “placeholder” for both the estimated amount and the year of construction. The Plan anticipates that the debt on the municipal building will be paid 80% from tax levy and 20% from water and sewer revenues. The annual debt service ex- pense is included in the Debt Service Fund, including the transfers in of revenues from the Water Fund and Sewer Fund. The annual debt service levy on the bonds to finance the land and construction of the municipal campus/building is estimated at approximately $2.7 million annually. Future Park Improvements The City is planning for various park improvements including City Park as well as other park planning as outlined in the 2040 Comprehensive Plan. These im- provements will be paid with park dedication funds. The Plan does not include bonding for park improve- ments. Bond Issuance The City’s outstanding general obligation bonds are rated as ‘Aa2’ by Moody’s Investors Service. The posi- tive credit strengths for the City include “robust finan- cial profile supported by consistently positive opera- tions”, among other factors. The City anticipates the issuance of bonds to finance certain capital improvements. The tables and graphics that follows provide a summary of existing and future estimated debt service payments and funding sources, along with a summary of debt outstanding by year. The annual debt service on new bonds to be issued is included in the financial plans for the Debt Service Fund, Water Fund, and the Sewer Fund. The prelimi- nary estimates for debt service are based on estimates for issuance of new general obligation (G.O.) bonds in the amounts and terms that follow. The amounts are inclusive of project costs plus cost of issuance of bonds, and any capitalized interest planned. • Year 2027, G.O. CIP Bonds, $50,000,000 for new municipal campus/building payable over 25 year term from tax levy, plus support from the Water Fund and Sewer Fund to reduce the tax levy sup- port by 20%. • Year 2027, G.O. Equipment Certificates, $1,400,000 to finance equipment and vehicles over 10 year term payable from tax levy. • Year 2028, G.O. Revenue Bonds, $5,100,000 for sew- er improvements, payable from sewer revenues. • Year 2029, G.O. Equipment Certificates, $1,480,000 to finance equipment and vehicles over 10 year term payable from tax levy. • Year 2030, G.O. Bonds, $6,885,000 for water im- provements, payable from water revenues; and $5,610,000 for the City’s local share of Hennepin County’s improvement project for County Road 10 in the City. • Year 2031, G.O. Equipment Certificates, $1,320,000 to finance equipment and vehicles over 10 year term payable from tax levy. 122 18 CIP and DebtBond Terms The final sizing, structuring, and interest rates will depend on project specifics and market conditions at time of issuance. The amounts shown in the Plan are preliminary and for planning purposes only. The bond issuance sizes include capital acquisition and construction costs, cost of issuance of bonds, and capi- talized interest funds, if applicable. The debt service for the new bonds is based on the terms stated above and a estimated average coupons (interest rate on the bonds) ranging from 2.75% to 5.1% based on maturity dates of the bonds. 123 19 CIP and DebtTABLE 4 Page 1 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Use of Funds Administration 380,000 - Community Development 15,000 66,500 67,250 2,250 1,500 Public Safety 775,020 583,020 246,020 206,020 131,020 721,020 291,020 411,020 206,020 246,020 Public Works / Streets / Parks 1,414,486 885,000 65,000 710,000 38,000 540,000 242,000 345,000 342,000 695,000 Water/Sewer --------- Total*2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 548,020 941,020 *City is reviewing its plans to ensure capital acquisition is supported by source of funds. Source of Funds Bond proceeds 3,192,526 1,360,790 1,433,790 1,289,040 Sale of assets 75,000 100,000 Other Funds / Grants 300,000 350,000 Cash from fund / (Net Unspent Bond Proceeds)(998,020)1,033,020 (983,270)983,270 (1,262,520)1,262,520 (756,020)756,020 548,020 941,020 Total 2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 548,020 941,020 Use of Funds NE Water Treatment Facility, Storage, and Infrastructure (Completion of Projects and use of Unspent Bond Proceeds from Series 2023A ) NE Water Supply Improvements (Federal Funds)1,477,785 Well #2 Well #3 750,000 Well #4 750,000 Well #5 750,000 Well #6 750,000 SE Water Tower 250,000 3,500,000 3,500,000 SE Booster Station 500,000 500,000 SE Water Treatment Facility 250,000 6,000,000 6,000,000Total1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,750,000 750,000 -- Source of Funds Bond proceeds 6,750,000 Federal Funds 1,477,785 Other Funds / Grants 1,000,000 4,000,000 5,000,000 Cash from fund / (Net Unspent Bond Proceeds)(750,000)---750,000 (750,000)6,750,000 750,000 -- Total 1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,750,000 750,000 -- City of Corcoran Capital Improvement Plan Equipment and Vehicles Water Improvements 124 20 CIP and DebtTABLE 4 Page 2 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Capital Improvement Plan Use of Funds NE to SE Trunk Sewer 7,500,000 Total ---7,500,000 ------ Source of Funds Bond proceeds 5,000,000 Cash from fund / Unspent Bond Proceeds ---2,500,000 ------ Total ---7,500,000 ------ Use of Funds Storm Water Infrastructure Total ---------- Source of Funds Bond proceeds Cash from fund / Unspent Bond Proceeds ---------- Total ---------- Use of Funds County Road 10 5,500,000 Total -----5,500,000 ---- Source of Funds Bond proceeds 5,500,000 Cash from fund / Unspent Bond Proceeds Total -----5,500,000 ---- Use of Funds Park Improvements 7,500,000 800,000 750,000 1,000,000 Total 7,500,000 800,000 750,000 1,000,000 ------ Source of Funds Bond proceeds Federal Funds 500,000 Other Funds / Grants 950,000 625,000 Cash from fund / Unspent Bond Proceeds 6,050,000 175,000 750,000 1,000,000 ------ Total 7,500,000 800,000 750,000 1,000,000 ------ Sewer Improvements Capital Projects Funds / Street Improvements Parks Storm Water Improvements 125 21 CIP and DebtTABLE 4 Page 3 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Capital Improvement Plan Use of Funds Municipal campus 50,000,000 Facility improvements 530,000 Other facility improvement projects Total 530,000 -50,000,000 ------- Source of Funds Bond proceeds 530,000 50,000,000 Tax levy - Cash from fund / Unspent Bond Proceeds ------- Total 530,000 -50,000,000 ------- Total Use of Funds Equipment and Vehicles 2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 548,020 941,020 Water Improvements 1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,750,000 750,000 -- Sewer Improvements ---7,500,000 ------ Storm Water Improvements ---------- Street Improvements -----5,500,000 ---- Parks 7,500,000 800,000 750,000 1,000,000 ------ Municipal Facilities 530,000 -50,000,000 ------- Total Use of Funds 12,327,291 6,283,020 56,127,520 9,483,270 921,270 12,762,520 7,283,020 1,506,020 548,020 941,020 Total Source of Funds Bond proceeds 3,722,526 -51,360,790 5,000,000 1,433,790 12,250,000 1,289,040 --- Federal Funds 1,977,785 --------- Other Funds / Grants 2,250,000 4,975,000 5,000,000 ------- Cash from fund / Unspent Bond Proceeds 4,301,980 1,208,020 (233,270)4,483,270 (512,520)512,520 5,993,980 1,506,020 548,020 941,020 Total Source of Funds 12,327,291 6,283,020 56,127,520 9,483,270 921,270 12,762,520 7,283,020 1,506,020 548,020 941,020 Notes: 1. Project costs and bond proceeds shown in this table do not include cost of issuance of the bonds and capitalized interest. Municipal Facilities Total Capital Improvement Plan 126 22 CIP and DebtTABLE 5 Original Par Amount of Bonds 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Debt ServiceG.O. 2016A Bonds (DT Project, and Equipment)2,915,000 295,430 294,880 259,580 61,420 60,100 58,780 67,340 65,780 -- G.O. 2018A Bonds (Park, and Equipment)1,835,000 178,300 178,875 174,375 179,725 101,050 103,380 100,590 102,723 104,688 101,563 G.O. 2020A Bonds (Equipment)805,000 100,200 98,400 96,600 99,750 97,850 95,950 ---- G.O. 2020B Bonds (Refund 2012B)3,365,000 218,640 220,090 221,440 222,690 218,890 225,990 228,760 231,270 233,613 235,785 G.O. 2022A Bonds (Equipment)1,800,000 232,438 235,238 232,738 234,938 236,738 233,238 235,563 233,594 -- G.O. 2023 Bonds (Streets and Park)3,760,000 ---208,756 351,175 346,800 351,925 351,425 350,425 348,925 G.O. 2025A Bonds (Equipment Certificates)3,160,000 -195,992 472,975 476,225 478,475 474,850 470,475 270,350 269,600 268,350 G.O. 2025A Bonds (Facilities)535,000 -30,824 48,925 47,675 51,300 49,800 48,300 46,800 50,175 48,425PROJECTED G.O. 2027A Bonds (Civic Campus)50,000,000 ---2,980,991 3,205,768 3,204,055 3,200,655 3,200,198 3,197,530 3,196,955 PROJECTED G.O. 2027A Bonds (Equipment Certificates)1,400,000 ---49,000 166,900 167,613 168,150 168,513 163,788 163,975 PROJECTED G.O. 2029A Bonds (Equipment Certificates)1,480,000 -----51,800 174,613 175,150 175,513 175,700 PROJECTED G.O. 2030A Bonds (County Road 11)5,610,000 ------405,700 408,100 405,200 407,000 PROJECTED G.O. 2031A Bonds (Equipment Certificates)1,320,000 -------160,600 161,100 161,400 Total 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 5,111,630 5,108,078 Source of Funds Tax levy 1,184,928 1,702,736 1,743,843 4,549,936 4,574,233 4,941,021 4,990,298 4,770,983 4,767,206 4,623,994 Special assessments (collected in current year)74,597 68,608 -------- Transfer in from Water Fund 474,199 75,240 428,261 344,171 343,461 343,031 347,349 346,857 321,834 321,691 Transfer in from Sewer Fund 374,836 118,490 486,980 360,791 359,721 358,931 362,889 362,037 321,834 321,691 Debt service funds draw (increase) in fund balance (1,083,552)(710,775)(1,152,452)(693,728)(309,169)(630,727)(248,466)(65,375)(299,243)(159,298) Total Governmental Debt 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 5,111,630 5,108,078 Debt ServiceG.O. 2014B Bonds 3,130,000 220,700 220,825 215,875 215,850 215,456 214,688 198,894 198,072 196,856 195,241 G.O. 2020A Bonds (Water Portion)1,145,000 125,400 123,150 125,850 123,500 126,100 123,700 121,250 125,000 -- G.O. 2023 Bonds (Water)21,785,000 1,249,200 1,250,200 1,250,200 1,249,200 1,247,200 1,249,075 1,244,825 1,244,450 1,242,825 1,247,700 PROJECTED G.O. 2028A Bonds (Sewer)5,100,000 ----370,600 368,700 371,500 369,000 371,200 368,100 PROJECTED G.O. 2030A Bonds (Water)6,885,000 ------500,800 501,400 501,600 501,400Subtotal1,595,300 1,594,175 1,591,925 1,588,550 1,959,356 1,956,163 2,437,269 2,437,922 2,312,481 2,312,441 Note Payable to Maple Grove, 2014 300,000 43,548 33,422 41,841 ------- Note Payable to Maple Grove, 2016 117,790 11,779 11,779 11,779 ------- Subtotal 55,327 45,201 53,620 ------- Total 1,650,627 1,639,376 1,645,545 1,588,550 1,959,356 1,956,163 2,437,269 2,437,922 2,312,481 2,312,441 Source of Funds Water Fund 1,530,168 1,511,616 1,524,920 1,467,596 1,467,656 1,464,200 1,957,556 1,960,773 1,833,390 1,829,103 Sewer Fund 120,458 127,760 120,625 120,954 121,100 123,263 108,213 108,149 107,892 115,237 Total Proprietary Debt 1,650,627 1,639,376 1,645,545 1,588,550 1,588,756 1,587,463 2,065,769 2,068,922 1,941,281 1,944,341 Notes: 2. Transfers from Water/Sanitary Sewer pay a pro-rata share of Governmental Debt that benefits the utility services. This includes 2016A Bonds and 2026A Bonds for Facilities. City of Corcoran Debt Service (Principal and Interest Payments) and Source of Funds 1. Collection of the tax levy is in the calendar year prior to the payment of debt service. This results in increase in fund balance of the debt service funds in the year prior to payment due. This is shown as a negative amount in the table above. PROPRIETARY DEBT GOVERNMENTAL DEBT 127 23 CIP and DebtTABLE 6 Original Par Amount of Bonds 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 GOVERNMENTAL DEBT Debt ServiceG.O. 2016A Bonds (DT Project, and Equipment)2,915,000 825,000 545,000 295,000 240,000 185,000 130,000 65,000 ---G.O. 2018A Bonds (Park, and Equipment)1,835,000 1,020,000 870,000 720,000 560,000 475,000 385,000 295,000 200,000 100,000 -G.O. 2020A Bonds (Equipment)805,000 465,000 375,000 285,000 190,000 95,000 ----- G.O. 2020B Bonds (Refund 2012B)3,365,000 2,720,000 2,540,000 2,355,000 2,165,000 1,975,000 1,775,000 1,570,000 1,360,000 1,145,000 925,000G.O. 2022A Bonds (Equipment)1,800,000 1,800,000 1,270,000 1,080,000 880,000 670,000 455,000 230,000 ---G.O. 2023 Bonds (Streets and Park)3,760,000 3,575,000 3,385,000 3,760,000 2,965,000 2,740,000 2,505,000 2,255,000 1,995,000 1,720,000 1,435,000G.O. 2025A Bonds (Equipment Certificates)3,160,000 -3,160,000 2,835,000 2,490,000 2,125,000 1,745,000 1,350,000 1,140,000 920,000 690,000 G.O. 2025A Bonds (Facilities)535,000 -535,000 510,000 485,000 455,000 425,000 395,000 365,000 330,000 295,000PROJECTED G.O. 2027A Bonds (Civic Campus)50,000,000 --50,000,000 50,000,000 49,050,000 48,075,000 47,075,000 46,045,000 44,985,000 43,890,000PROJECTED G.O. 2027A Bonds (Equipment Certificates)1,400,000 --1,400,000 1,400,000 1,280,000 1,155,000 1,025,000 890,000 755,000 615,000PROJECTED G.O. 2029A Bonds (Equipment Certificates)1,480,000 ----1,480,000 1,480,000 1,355,000 1,225,000 1,090,000 950,000 PROJECTED G.O. 2030A Bonds (County Road 11)5,610,000 -----5,610,000 5,425,000 5,230,000 5,030,000 4,820,000PROJECTED G.O. 2031A Bonds (Equipment Certificates)1,320,000 ------1,320,000 1,210,000 1,095,000 975,000Total10,405,000 12,680,000 63,240,000 61,375,000 60,530,000 63,740,000 62,360,000 59,660,000 57,170,000 54,595,000 PROPRIETARY DEBT Debt ServiceG.O. 2014B Bonds 3,130,000 1,755,000 1,590,000 1,425,000 1,255,000 1,080,000 900,000 730,000 555,000 375,000 190,000G.O. 2020A Bonds (Water Portion)1,145,000 715,000 600,000 485,000 365,000 245,000 125,000 ----G.O. 2023 Bonds (Water)21,785,000 20,820,000 20,430,000 20,020,000 19,590,000 19,140,000 18,665,000 18,170,000 17,650,000 17,105,000 16,530,000PROJECTED G.O. 2028A Bonds (Sewer)5,100,000 ---5,100,000 4,930,000 4,755,000 4,570,000 4,380,000 4,180,000 3,975,000 PROJECTED G.O. 2030A Bonds (Water)6,885,000 -----6,885,000 6,655,000 6,415,000 6,165,000 5,905,000 Subtotal 23,290,000 22,620,000 21,930,000 26,310,000 25,395,000 31,330,000 30,125,000 29,000,000 27,825,000 26,600,000Note Payable to Maple Grove, 2014 300,000 69,782 39,849 --------Note Payable to Maple Grove, 2016 117,790 23,558 11,779 -------- Subtotal 93,340 51,628 -------- Total 23,383,340 22,671,628 21,930,000 26,310,000 25,395,000 31,330,000 30,125,000 29,000,000 27,825,000 26,600,000 City of CorcoranDebt Outstanding at Year-End 128 24 CIP and Debt $0 $10 $20 $30 $40 $50 $60 $70 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Capital Project Spending Millions Municipal Facilities Parks Street Improvements Sewer Improvements Water Improvements Equipment and Vehicles Annual spending on capital and the types of projects is projected to vary from year to year CHART 11 $0 $10 $20 $30 $40 $50 $60 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Source of Funds for Capital Improvements Millions Cash from fund /Unspent BondProceeds Other sources(includingintergovernmental/grants) Bond proceeds Bonding to finance capital improvements is planned along with other sources of revenue CHART 12 129 25 CIP and Debt $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 $9.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Annual Debt Service Millions Proprietary Funds Governmental Funds Increase in debt service payments is planned as the City undertakes planned improvements to facilities, utility infrastructure, and local share of County Road 10 project CHART 13 $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 $9.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Revenue for Existing/New Debt Service Millions CHART 14 Tax levy Utility revenue Majority of future total outstanding debt (inclusive of existing and planned new debt) will be payable from tax levy 130 26 CIP and Debt $0.0 $10.0 $20.0 $30.0 $40.0 $50.0 $60.0 $70.0 $80.0 $90.0 $100.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Debt Outstanding (Existing and Planned) Millions CHART 15 GovernmentalFunds Proprietary Funds City debt outstanding both for governmental and proprietary (utilities) is planned to increase with construction of facilities and other improvements as the City grows $0.0 $10.0 $20.0 $30.0 $40.0 $50.0 $60.0 $70.0 $80.0 $90.0 $100.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Debt Outstanding (Existing and Planned) Millions CHART 16 Existing PlannedDebt City debt outstanding will increase with construction of facilities and other improvements as the City grows 131 27 Financial Plans FINANCIAL PLANS Background Financial plans have been prepared for each of the fol- lowing type of funds: Governmental Funds • General Fund • Debt Service Funds • Special Revenue Funds • Capital Projects Funds (Combined) • Capital Parks Fund • Capital Equipment Fund • Capital Facilities Fund Proprietary Funds (Enterprise Funds) • Water Fund • Sewer Fund • Storm Water Fund Governmental Funds are used to account for most typ- ical municipal functions of the City. The acquisition, use, and balances of the City’s expendable financial re- sources and the related current liabilities (except those accounted for in Proprietary Funds), are accounted for through the Governmental Funds. Proprietary Funds (Enterprise Funds) are used to ac- count for the City’s ongoing municipal utility op- erations that are similar to businesses found in the private sector. These funds are considered self-sup- porting in that the services rendered by them are fi- nanced through user charges. The financial plans for the Proprietary Funds include assets and liabilities in addition to the revenues and expenditures. For the Proprietary Funds there is a capitalization of certain expenses and the subsequent depreciation of the capi- talized costs. Summary of Key Factors and Assumptions The key factors or assumptions used to develop the financial plans are as follows, among other items: • 3.0% annual increase in operating expense for the Governmental Funds. • 2.0% annual increase in non-property tax revenue for the Governmental Funds. • Annual property tax levies to be set at a level suf- ficient to fund planned operations and debt service on bonds issued to finance capital, including facil- ity improvements. • Fiscal disparities distribution of property taxes and contribution of property tax capacity is assumed to be at the same level as estimated for Pay 2026. The actual amounts will vary by year and will impact the projections shown in the Plan. • Maintain a minimum balance in the General Fund equal to a minimum of 42% of the following year projected expenditures, recognizing the need for cash flow and contingency. This is consistent with the City’s current fund balance policy. • 3.0%-4.0% average annual rate increase for water and sewer services. The annual percent rate in- crease is approximate and reflects the anticipated cost increases and projected need for reserves for future capital improvements. 132 28 Financial Plans • 1.0% annual investment income rate for all City Funds. • Maintain cash in the Enterprise Funds sufficient to achieve projected year-end cash balance to cover the following purposes: - Three-months of operating expense - Following-year debt service payments - Following year capital acquisition (planned to be paid from cash) - Reserves for future capital improvements and other reserve purposes • Maintain positive balances in all other City funds and amounts sufficient to meet specific cash flow requirements of the funds. 133 29 Financial Plans Expense Personnel and other operating costs are shown in the Plan to be increasing in future years to address the de- mands of a growing community. The financial plan for the General Fund includes place- holder amounts for increased expense for staffing. Transfers To and From Other Funds Transfers between funds for future years include the following: • Transfers from the Water Fund and Sewer Fund to the General Fund to pay an allocated share of op- erating costs. • Transfer from the Water Fund and Sewer Fund to the Debt Service Fund to pay debt services for the 2016A Bonds and the bonds anticipated to be is- sued in 2027 to pay an allocated portion for mu- nicipal building improvements. • The Plan does not include transfers from the General Fund to the Equipment Fund. The Plan anticipates the City will levy taxes for deposit into the Equipment Fund. TOTAL GOVERNMENTAL FUNDS COMBINED The table that follows provides total sources and uses of funds for the following Governmental Funds com- bined. Individual financial plans are then provided for each of the following funds: • General Fund • Debt Service Funds • Special Revenue Funds • Capital Projects Funds (Combined) • Capital Parks Fund • Capital Equipment Fund • Capital Facilities Fund The City’s annual financial statements include a break- down of individual funds for the Debt Service Funds, Special Revenue Funds, and Capital Projects Funds. For purposes of the Plan, this level of detail is not in- cluded and these funds are combined. Revenue Annual source of funds from non-property tax levy sources has been stable for the City and is expected to remain so in the future. The City does not receive local government aid (LGA) from the state. Property tax levy increases will be needed to pay for increased operating costs and debt service related to planned capital improvements. TOTAL GOVERNMENTAL FUNDS 134 30 Financial Plans $0.0 $10.0 $20.0 $30.0 $40.0 $50.0 $60.0 $70.0 $80.0 2023 2024 2025 2026 2027 2028 2029 2030 2032Source and Use of Funds Millions CHART 17 Total Governmental Funds Source of Funds Use of Funds Minimum fund balance policy objectives of the City are projected to be met with source of funds sufficient to cover use of funds and provide sufficient reserves Year 2027 includes the planned financing (bond issuance) and construction of a new muncipal facility with estimated cost of $50 million. $0.0 $5.0 $10.0 $15.0 $20.0 $25.0 2023 2024 2025 2026 2027 2028 2029 2030 2032Year-End Fund Balance Millions CHART 18Total Governmental Funds Future years include projected increase in fund balance to support planned increase in the City's budget consistent with City's policy for maintaining adequate fund balance TOTAL GOVERNMENTAL FUNDS 135 31 Financial Plans TABLE 7 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 1,034,775 1,276,659 339,347 239,234 243,786 248,426 253,155 257,974 262,887 267,894 Assessments 111,151 126,837 74,597 68,608 ------ Licenses and permits 1,733,964 1,876,783 1,503,431 1,615,800 1,664,274 1,714,202 1,765,628 1,818,597 1,873,155 1,929,350 Intergovernmental 1,663,827 484,183 2,318,500 1,597,983 641,672 660,923 680,750 701,173 722,208 743,874 Investment Income 847,268 339,316 116,462 77,872 81,413 92,814 80,852 106,960 101,607 110,645 Fines and forfeitures 29,748 26,980 30,000 25,000 25,750 26,523 27,318 28,138 28,982 29,851 Cable franchise fees 66,865 66,024 65,000 65,000 66,950 68,959 71,027 73,158 75,353 77,613 Miscellaneous 7,225,190 2,264 -------- Other revenues 460,182 87,327 1,751,844 1,309,290 851,959 722,297 1,297,054 651,477 79,072 1,300,972 Bond proceeds (incl premium/discounts)4,166,391 -3,788,636 -53,207,366 -1,433,790 5,500,000 1,289,040 - Sale of capital assets 26,399 430,657 75,000 100,000 ------ Transfer in from General Fund 344,313 380,127 198,303 200,000 ------ Transfer in from Utility Funds 602,600 601,430 1,649,035 593,730 1,455,691 1,261,625 1,276,544 1,292,525 1,318,519 1,335,424 Transfer in from Capital Proj Fund 1,986,195 16,543 -------- Subtotal Non Property Tax Funds 20,298,868 5,715,130 11,910,155 5,892,517 58,238,861 4,795,766 6,886,119 10,430,002 5,750,823 5,795,623---------- Property tax levy 7,038,248 8,352,937 9,159,263 11,917,360 14,049,635 16,269,106 16,753,113 17,629,924 18,005,846 18,180,578---------- Total Source of Funds 27,337,116 14,068,067 21,069,417 17,809,877 72,288,496 21,064,872 23,639,232 28,059,926 23,756,670 23,976,201 Expense Current expenditures 8,242,883 10,278,064 10,946,875 13,042,726 14,197,677 14,803,608 15,374,716 15,972,957 16,452,146 16,945,711 Capital outlay 11,219,638 5,011,195 10,599,506 2,283,020 51,127,520 1,983,270 171,270 6,762,520 533,020 756,020 Debt service 872,419 1,231,084 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 Transfer out to Equip Fund 10,000 --------- Transfer out to Enterprise Funds 10,000 5,000 -------- Transfer out to Other Govt Funds 32,000 38,000 -------- Transfer out to Capital Projects Fund 2,288,508 19,670 198,303 200,000 ------ Transfer out to Facilities Fund -339,000 -------- Total Use of Funds 22,675,448 16,922,013 22,769,692 16,780,044 66,831,830 21,348,046 20,514,231 27,747,732 22,437,236 23,116,232 Net Change in fund balance 4,661,668 (2,853,946)(1,700,275)1,029,833 5,456,666 (283,174)3,125,001 312,194 1,319,433 859,969 Ending Fund Balance 14,571,843 11,717,897 10,017,622 11,047,455 16,504,121 16,220,947 19,345,949 19,658,143 20,977,576 21,837,546 Ending Cash Balance 17,656,444 14,624,984 10,986,050 12,015,883 17,472,550 17,189,376 20,314,377 20,626,571 21,946,005 22,805,974 City of Corcoran Total Governmental Funds Combined Financial Plan Actual Projected 136 32 Financial Plans GENERAL FUND The General Fund is the primary fund used by the City. This fund is used to record all resource inflows and outflows that are not associated with special-pur- pose funds. The activities being paid for through the General Fund constitute the core administrative and operational tasks of the City. Revenue Annual source of non-tax revenue for the General Fund has been stable and is growing. Licenses and permits provides the single largest source of non-tax revenue to the General Fund. The City does not receive local government aid (LGA) from the state. The next larg- est sources of non-tax revenue are charges for services and intergovernmental. Tax Levy Revenue Property tax levy revenue is estimated to increase each year. The Plan does not include transfer out of revenue from the General Fund to other city funds in future years. The other funds will rely on other sources of revenue, including federal/state grants, bond pro- ceeds, and charges for service. Figure 2 provides the projected General Fund prop- erty tax levy by year, along with the annual percent changes. Non-Tax Revenue Non-tax revenue includes charges for services, license and permits, intergovernmental, transfers in from the utility funds, among other sources of non-tax revenue. The financial plan for the General Fund is based on the following key assumptions for non-tax revenues: • Non-tax revenues increase of 2.0% annually. • Annual investment income rate of 1.0%. Intergovernmental Revenue in prior years is shown to be higher than future years due to receipt of one-time federal funds related aid. Expense The General Fund is used to account for the expense of providing general government services for the City. The largest use of funds for current expenditures is for the cost of personnel. Other expenses include operat- ing materials and supplies, equipment, and profes- sional services, among other items. The financial plan for the General Fund is based on the following key assumptions: • Current expenditures (includes personnel costs) increase by 3.0% annually for inflation. • Increase in staff (FTE) and position changes are planned. Details can be found in Appendix C. Tax Collection Year General Fund Tax Levy % Change in Tax Levy20247,187,648 13.1% 2025 7,974,335 10.9% 2026 10,214,624 28.1% 2027 12,305,792 20.5% 2028 11,719,170 -4.8% 2029 12,178,881 3.9% 2030 12,688,903 4.2% 2031 13,015,548 2.6% Figure 2. General Fund Tax Levy GENERAL FUND 137 33 Financial Plans Transfers To and From Other Funds The Water Fund and the Sewer Fund transfer revenue in to the General Fund to pay an allocated share of operating costs. This transfer is projected to continue with annual inflationary adjustments. There are no future planned transfers out from the General Fund to other funds. Fund Balance The maintenance of the City’s reserves, including growing fund balance (reserves), is important to the maintaining the City’s credit rating on its outstanding bonds. Fund balance for the General Fund is planned to re- main at a minimum of 42% of the following year pro- jected expenditures, recognizing the need for cash flow and contingency. This is consistent with the City’s cur- rent adopted fund balance policy. GENERAL FUND 138 34 Financial Plans $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 2024 2025 2026 2027 2028 2029 2030 2032 M illio n s CHART 19General Fund Fund Balance Minimum Fund Balance Fund Balance is planned to meet City policy for minimum balance $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 2024 2025 2026 2027 2028 2029 2030 2032 So urce an d U se of Fu n d s M illio ns CHART 20General Fund Property Tax Revenue Non-Property Tax Revenues Use of Funds Property tax revenue provides the majority of source of funds for the General Fund -30.0% -20.0% -10.0% 0.0% 10.0% 20.0% 30.0% 40.0% 2024 2025 2026 2027 2028 2029 2030 2032 A n n u a l % C h a n g e in S o u r c e a n d U s e o f F u n d s CHART 21General Fund Property Tax Revenue Non-Property Tax Revenues Use of Funds Non-Property Tax Revenues fluctuate mostly due to Intergovernmental Revenues (one-time sources) and Licenses and Permits Revenue related to Construction Projects within the City $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 2024 2025 2026 2027 2029 2030 2032 Use of Funds Millions CHART 22General Fund Current expenditures Increase in positions (cumulative) Transfers to Other Funds City is planning to add positions over the next several years in response to growth in the community and service demands 139 35 Financial Plans TABLE 8 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 170,851 206,827 293,500 192,700 196,554 200,485 204,495 208,585 212,756 217,011 Assessments 633 -------- Licenses and permits 1,733,964 1,876,783 1,503,431 1,615,800 1,664,274 1,714,202 1,765,628 1,818,597 1,873,155 1,929,350 Intergovernmental 1,350,857 484,183 568,500 622,983 641,672 660,923 680,750 701,173 722,208 743,874 Investment Income 385,049 38,787 25,000 35,000 35,350 35,704 36,061 36,421 36,785 37,153 Fines and forfeitures 29,748 26,980 30,000 25,000 25,750 26,523 27,318 28,138 28,982 29,851 Cable franchise fees 66,865 66,024 65,000 65,000 66,950 68,959 71,027 73,158 75,353 77,613 Other revenues 69,159 24,698 11,250 8,250 8,498 8,752 9,015 9,285 9,564 9,851 Bond proceeds (incl premium/discounts)--------- Sale of capital assets 1,515 165,830 ------- Transfer in from Utility Funds 602,600 535,500 500,000 400,000 540,450 556,664 573,363 590,564 608,281 626,530 Transfer in from Capital Proj Fund 16,543 Subtotal Non Property Tax Funds 4,411,241 3,442,155 2,996,681 2,964,733 3,179,498 3,272,210 3,367,658 3,465,921 3,567,085 3,671,234 Property tax levy 6,233,945 7,166,329 7,974,335 10,214,624 12,305,792 11,719,170 12,178,881 12,688,903 13,015,548 13,409,595 Total Source of Funds 10,645,186 10,608,484 10,971,016 13,179,357 15,485,290 14,991,381 15,546,538 16,154,824 16,582,633 17,080,829 -- Expense Current expenditures 8,178,425 9,998,589 10,772,713 12,979,357 14,132,408 14,736,380 15,305,471 15,901,635 16,378,685 16,870,045 Capital outlay -169,876 ------- Transfer out to Equip Fund 10,000 - Transfer out to Enterprise Funds 10,000 5,000 Transfer out to Other Govt Funds 32,000 38,000 Transfer out to Capital Projects Fund 973,981 3,127 198,303 200,000 Transfer out to Facilities Fund 339,000 - Total Use of Funds 9,204,406 10,553,592 10,971,016 13,179,357 14,132,408 14,736,380 15,305,471 15,901,635 16,378,685 16,870,045 Net Change in fund balance 1,440,780 54,892 --1,352,882 255,001 241,067 253,189 203,948 210,784 Ending Fund Balance 4,528,487 4,583,379 4,583,379 4,583,379 5,936,261 6,191,262 6,432,329 6,685,518 6,889,466 7,100,251 Ending Cash Balance 6,162,145 5,186,676 5,186,676 5,186,676 6,539,558 6,794,559 7,035,626 7,288,815 7,492,763 7,703,548 City of Corcoran General Fund Financial Plan Actual Projected 140 36 Financial Plans fers in from other funds, property tax levy, and bond proceeds for any capitalized interest funds. General obligation equipment certificates will be re- paid from property tax levy. Prior year and future pro- jected tax levy amounts for repayment of equipment certificates are included in the Plan. The Plan anticipates the issuance of new general ob- ligation bonds that will be accounted for in the Debt Service Funds. Future debt will be supported by a combination of tax levy, special assessments, and transfers in of revenue from the Water Fund and the Sewer Fund. Expense The use of funds is for the payment of debt, including principal and interest payments. Transfers From Other Funds The City plans to transfer revenue from the Water Fund and Sewer Fund to the Debt Service Fund for the 2016A Bonds. Future transfers from the Water Fund and Sewer Fund are also anticipated in the Plan for an allocated portion of debt service on the proposed new municipal facility, with bond issuance in 2027. DEBT SERVICE FUND The Debt Service Fund includes the combined funds used to account for all of the City’s governmental debt service, not including debt obligation for the Proprietary Funds, which is accounted for separately. At the end of 2024, the City reported total general ob- ligation bonds payable (reported as Governmental Debt) of $11,105,000. In addition, the Water Fund and the Sewer Fund report debt outstanding of $23,930,000, which is accounted for separately in the Proprietary Funds. The year-end cash balance in the Debt Service Funds fluctuates due to the timing of collection of revenue, for example tax levy, in the year prior to debt service payments coming due. The City is required by Minnesota statute to have cash available in the respective debt service funds equal to 105% of the debt service payments coming due for a specific bond series, with some limited exceptions. For example, the year-end cash balance includes cash from collection of special assessments and tax levy in current year to pay the following February 1st debt payments. The City receives a tax settlement from the County in June and December of each year. The first half tax settlement is available to cover the August 1st debt payments and the second tax settlement is avail- able to cover the February 1st payments. Revenue The Debt Service Funds include the following source of funds: special assessments, interest income, trans- DEBT SERVICE FUND 141 37 Financial Plans $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 2024 2025 2026 2027 2028 2029 2030 2032 E n d in g C ash B a la n ce M illio n s CHART 23Debt Service Funds Ending Cash Balance Cash Balance is projected to grow as debt issuance increases and be sufficient to cover all debt service payments due Ending cash balance fluctuates due to timing of revenue and when debt payments are due, balances also fluctuate due to amortization of existing debt and issuance of new debt. $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 2024 2025 2026 2027 2028 2029 2030 2032 S o u r c e a n d U se of F u n d s M illio n s CHART 24Debt Service Funds Property Tax Revenue Non-Property Tax Revenues Use of Funds City is planning to issue new debt in 2023, 2024, and 2026 Difference between revenues and use of funds (for debt service) fluctuates due to timing of revenue and when debt payments are due, use of funds also fluctuates due to amortization of existing debt and issuance of new debt. -50% 0% 50% 100% 150% 200% 250% 2024 2025 2026 2027 2028 2029 2030 2032 A n n u a l % C h a n g e in S o u rc e a n d U s e of F u n d s CHART 25Debt Service Funds Property Tax Revenue Use of Funds Property Tax Revenue needed for debt service is projected to increase over the next five years with issuance of new debt supported by tax levy $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 2025 2026 2027 2028 2029 2030 2031 2032 2033Debt Ser vice Payme nts (prin cipal and interst) M illions CHART 26Debt Service Fund Existing Debt New Debt Debt service is planned to increase with issuance of new debt for equipment, facilities, and County Road 10 over the next several years in response to growth in the community and service demands 142 38 Financial Plans TABLE 9 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments 78,067 84,730 74,597 68,608 Licenses and permits Intergovernmental Investment Income 35 6,175 Fines and forfeitures Cable franchise fees Miscellaneous Other revenues Bond proceeds (incl premium/discounts)123,356 -136,491 -1,846,576 Sale of capital assets Transfer in from General Fund Transfer in from Utility Funds 65,930 849,035 193,730 915,241 704,961 703,181 701,961 710,238 708,894 Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 201,458 156,835 1,060,123 262,338 2,761,817 704,961 703,181 701,961 710,238 708,894 Property tax levy 804,303 1,186,608 1,184,928 1,702,736 1,743,843 4,549,936 4,574,233 4,941,021 4,990,298 4,770,983 Total Source of Funds 1,005,761 1,343,443 2,245,051 1,965,074 4,505,660 5,254,897 5,277,414 5,642,982 5,700,536 5,479,877 Expense Current expenditures ---------- Capital outlay Debt service 872,419 1,231,084 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds 872,419 1,231,084 1,025,008 1,254,299 1,506,633 4,561,169 4,968,245 5,012,255 5,452,070 5,414,501 Net Change in fund balance 133,342 112,359 1,220,043 710,775 2,999,027 693,728 309,169 630,727 248,466 65,375 Ending Fund Balance 180,638 292,997 1,513,040 2,223,815 5,222,842 5,916,570 6,225,739 6,856,466 7,104,932 7,170,307 Ending Cash Balance 178,903 292,127 1,512,170 2,222,945 5,221,972 5,915,700 6,224,869 6,855,596 7,104,062 7,169,438 City of Corcoran Debt Service Funds Financial Plan Actual Projected 143 39 Financial Plans SPECIAL REVENUE FUNDS The financial plan for the Special Revenue Funds as in- cluded in the Plan provides sources and uses of funds on a combined basis for the following special revenue funds. The funds included are as follows: • Fund 201 Reserve Donation • Fund 202 Police Donation • Fund 204 Firearms Safety • Fund 205 DWI Forfeiture • Fund 206 Drug Forfeiture • Fund 207 Truck Safety • Fund 208 Lawful Gambling • Fund 209 Emergency Sirens Revenue The source of funds for the special revenue funds come from donations, charges for services, and other miscellaneous revenue sources which are generally restricted for the purpose they were collected. There is no property tax levy that is recorded to the special revenue funds. Expense The use of funds is restricted for the purpose of the funds collected. Transfers To and From Other Funds There are no transfers. 144 40 Financial Plans TABLE 10 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 27,531 45,169 45,847 46,534 47,232 47,941 48,660 49,390 50,131 50,883 Assessments Licenses and permits Intergovernmental Investment Income 46,374 6,061 4,389 4,911 5,437 5,966 6,498 7,032 7,567 8,105 Fines and forfeitures Cable franchise fees Miscellaneous Other revenues 59,947 62,629 63,568 64,522 65,490 66,472 67,469 68,481 69,508 70,551 Bond proceeds (incl premium/discounts) Sale of capital assets Transfer in from General Fund 7,000 8,000 Transfer in from Utility Funds Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 140,852 121,859 113,804 115,968 118,159 120,379 122,627 124,903 127,206 129,539 Property tax levy Total Source of Funds 140,852 121,859 113,804 115,968 118,159 120,379 122,627 124,903 127,206 129,539 Expense Current expenditures 73,714 59,731 61,523 63,369 65,270 67,228 69,245 71,322 73,462 75,665 Capital outlay Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds 73,714 59,731 61,523 63,369 65,270 67,228 69,245 71,322 73,462 75,665 Net Change in fund balance 67,138 62,128 52,281 52,599 52,890 53,151 53,382 53,581 53,745 53,873 Ending Fund Balance 378,654 440,782 493,063 545,662 598,551 651,703 705,085 758,666 812,410 866,283 Ending Cash Balance 408,136 438,857 491,138 543,737 596,626 649,778 703,160 756,741 810,485 864,358 City of Corcoran Special Revenue Funds Financial Plan Actual Projected 145 41 Financial Plans Transfers To and From Other Funds The financial plan does not include any on-going an- nual transfers to and from other funds for the Capital Projects Funds. The City Council may approve un- budgeted transfers to and from the Capital Projects Funds based on available resources. CAPITAL PROJECTS FUNDS The financial plan for the Capital Projects Funds, as in- cluded in the Plan, provides sources and uses of funds on a combined basis for all of the City’s capital projects funds, with two exceptions. For purposes of the Plan, the Capital Equipment Fund (416), the Park Capital Fund (415), and the Facilities Fund / City Hall (400) are not included as part of the “Capital Projects Funds” as included here. Separate financial plans are included in the Plan for the three other funds for equipment, parks, and facilities. Revenue The revenue for the Capital Projects Funds has histori- cally come from intergovernmental revenues, invest- ment income, transfers in from the utility funds, and bond proceeds. Expense Currently the only street improvement project antici- pated in the Plan is the City’s local share of the an- ticipated Hennepin County improvement project for County Road 10 in the City in 2030. No city street im- provements are included in the CIP. The City includes street maintenance funding within the General Fund operating budget, including use of Municipal State Aid for street maintenance. Improvement to Gravel Roads The City has discussed a need to establish a plan to be- gin paving gravel roads. A dedicated revenue source is likely needed for this to take place and should be discussed and included in future Plans. 146 42 Financial Plans TABLE 11 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments 32,451 42,107 Licenses and permits Intergovernmental 312,970 -------- Investment Income 207,193 214,415 34,230 17,169 19,340 19,534 19,729 19,927 20,126 20,327 Fines and forfeitures Cable franchise fees Miscellaneous 7,219,568 2,164 Other revenues 331,076 Bond proceeds (incl premium/discounts)4,043,035 -----5,500,000 -- Sale of capital assets -------- Transfer in from General Fund 327,313 369,000 198,303 200,000 ------ Transfer in from Utility Funds -------- Transfer in from Capital Proj Fund 1,986,195 Subtotal Non Property Tax Funds 14,459,801 627,686 232,533 217,169 19,340 19,534 19,729 5,519,927 20,126 20,327 Property tax levy -------- Total Source of Funds 14,459,801 627,686 232,533 217,169 19,340 19,534 19,729 5,519,927 20,126 20,327 Expense Current expenditures -219,744 -------- Capital outlay 10,474,918 3,611,329 -----5,500,000 -- Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund 1,314,527 16,543 Transfer out to Facilities Fund Total Use of Funds 11,789,445 3,847,616 -----5,500,000 -- Net Change in fund balance 2,670,356 (3,219,930)232,533 217,169 19,340 19,534 19,729 19,927 20,126 20,327 Ending Fund Balance 4,704,278 1,484,348 1,716,881 1,934,050 1,953,390 1,972,924 1,992,654 2,012,580 2,032,706 2,053,033 Ending Cash Balance*6,120,068 3,423,007 1,716,881 1,934,050 1,953,390 1,972,924 1,992,654 2,012,580 2,032,706 2,053,033 * Plan assumes adjustments to other assets and liabilities in 2025, resulting in ending cash balance and ending fund balance to be equal. Actual amounts will vary from these estimates. City of Corcoran Capital Projects Funds (Not including Facilities Improvement Fund 400, Equipment-Cert Fund 416, and Park Capital Fund 415) Financial Plan Actual Projected 147 43 Financial Plans PARK CAPITAL FUND (415) The financial plan for the Park Capital Fund includes the collection of revenues, including park dedication fees, for the maintenance and betterment of the City’s parks and recreation facilities. Revenue Park dedication fee revenue provides the major source of revenue for park improvements. Intergovernmental revenue, often in the form of grants, provides addi- tional revenue for parks. Park dedication fee revenue in the Plan is estimated based on the estimated housing units to be added by year in the Plan and current adopted park dedication fees. The current adopted park dedication fees are as follows: $5,954 per single family residential unit; $4,40 for multi-family residential units; and $5,866 per com- mercial-industrial acre. The fee amounts are assumed to remain at these amounts for the planning period, with no adjustments assumed. Expense Expense includes costs for the planning, design, and construction of park improvements, and capital main- tenance. Transfers To and From Other Funds The financial plan does not include any transfers to or from other funds for the Park Capital Fund. 148 44 Financial Plans TABLE 12 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service 836,393 1,024,663 Assessments Licenses and permits Intergovernmental --1,450,000 625,000 ------ Investment Income 193,300 73,878 52,843 9,642 20,353 20,837 17,516 29,897 35,933 36,292 Fines and forfeitures Cable franchise fees Miscellaneous 5,622 100 Other revenues 1,677,026 1,236,518 777,972 647,072 1,220,570 573,710 -1,220,570 Bond proceeds (incl premium/discounts)-------- Sale of capital assets -------- Transfer in from General Fund 3,127 Transfer in from Utility Funds Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 1,035,315 1,101,768 3,179,869 1,871,160 798,325 667,909 1,238,086 603,607 35,933 1,256,862 Property tax levy Total Source of Funds 1,035,315 1,101,768 3,179,869 1,871,160 798,325 667,909 1,238,086 603,607 35,933 1,256,862 Expense Current expenditures (9,256)--------- Capital outlay 740 335,299 7,500,000 800,000 750,000 1,000,000 ---- Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds (8,516)335,299 7,500,000 800,000 750,000 1,000,000 ---- Net Change in fund balance 1,043,831 766,469 (4,320,131)1,071,160 48,325 (332,091)1,238,086 603,607 35,933 1,256,862 Ending Fund Balance 4,389,485 5,155,954 835,823 1,906,983 1,955,308 1,623,217 2,861,303 3,464,910 3,500,842 4,757,704 Ending Cash Balance 4,380,229 5,284,317 964,186 2,035,346 2,083,671 1,751,580 2,989,666 3,593,273 3,629,205 4,886,067 City of Corcoran Park Capital Fund (415) Financial Plan Actual Projected 149 45 Financial Plans CAPITAL EQUIPMENT FUND (416) The City uses the Capital Equipment Fund to record all revenue and expense related to the acquisition of equipment and vehicles. Revenue The source of revenue has historically come from the issuance of bonds. The Plan assumes the City will con- tinue to finance equipment and vehicle purchases from proceeds of equipment certificates (bonds), in addition to other sources of revenue, including investment in- come and sale of capital assets, for example. The Plan anticipates issuance of general obligation bonds (equipment certificates) for equipment and ve- hicle acquisitions in 2027, 2029, and 2031. Future bond issuance after 2031 will depend on the future available cash and future capital acquisition plans. Expense The projected use of funds is for planned capital acqui- sition of equipment and vehicles. The Plan currently shows expense within projected available revenues, including bond proceeds. The City regularly reviews its plans for capital expense and adjust acquisition plans to ensure that the Capital Equipment Fund maintains positive ending cash bal- ance. Transfers To and From Other Funds There are no planned recurring annual transfers. The Plan does include a one-time transfer in from the Utility Funds in 2025 for equipment. 150 46 Financial Plans TABLE 13 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments Licenses and permits Intergovernmental 300,000 350,000 ------ Investment Income 15,317 --11,150 931 10,773 1,048 13,684 1,196 8,768 Fines and forfeitures Cable franchise fees Miscellaneous Other revenues Bond proceeds (incl premium/discounts)3,107,466 -1,360,790 -1,433,790 -1,289,040 - Sale of capital assets 24,884 264,827 75,000 100,000 ------ Transfer in from General Fund 10,000 -- Transfer in from Utility Funds 300,000 ------- Transfer in from Capital Proj Fund Subtotal Non Property Tax Funds 50,201 264,827 3,782,466 461,150 1,361,721 10,773 1,434,838 13,684 1,290,236 8,768 Property tax levy Total Source of Funds 50,201 264,827 3,782,466 461,150 1,361,721 10,773 1,434,838 13,684 1,290,236 8,768 Expense Current expenditures --97,960 ------- Capital outlay 743,980 894,691 2,569,506 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds 743,980 894,691 2,667,466 1,483,020 377,520 983,270 171,270 1,262,520 533,020 756,020 Net Change in fund balance (693,779)(629,864)1,115,000 (1,021,870)984,201 (972,497)1,263,568 (1,248,836)757,216 (747,252) Ending Fund Balance 390,301 (239,563)875,437 (146,433)837,768 (134,729)1,128,840 (119,996)637,219 (110,033) Ending Cash Balance 406,963 -1,115,000 93,130 1,077,331 104,834 1,368,403 119,567 876,782 129,530 City of Corcoran Equipment Fund (416) Financial Plan Actual Projected 151 47 Financial Plans CAPITAL FACILITIES FUND (400) The City established this fund to record transactions related to improvements to City Hall in 2020 and a new municipal building or significant expansion in 2027. Revenue The historical source of revenue, prior to 2023, was provided from a combination of transfer in of cash from other City funds. Bonds were issued in 2025 to finance cold storage facility. The Plan anticipates bond issuance in 2027 to finance a new municipal campus/building. The exact timing and scope of the project is uncertain. The placeholder amounts is $50 million. Expense The projected use of funds will be to pay for capital project spending, including planning for the improve- ments. Transfers To and From Other Funds The Plan does not include any anticipated transfers in or out. 152 48 Financial Plans TABLE 14 Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Revenue Charges for service Assessments Licenses and permits Intergovernmental -------- Investment Income ---------- Fines and forfeitures Cable franchise fees Miscellaneous Other revenues Bond proceeds (incl premium/discounts)544,679 -50,000,000 ----- Sale of capital assets Transfer in from General Fund ------- Transfer in from Utility Funds ----- Transfer in from Capital Proj Fund ----- Subtotal Non Property Tax Funds --544,679 -50,000,000 ----- Property tax levy Total Source of Funds --544,679 -50,000,000 ----- Expense Current expenditures 14,679 ------- Capital outlay 530,000 -50,000,000 ----- Debt service Transfer out to Equip Fund Transfer out to Enterprise Funds Transfer out to Other Govt Funds Transfer out to Capital Projects Fund Transfer out to Facilities Fund Total Use of Funds --544,679 -50,000,000 ----- Net Change in fund balance ---------- Ending Fund Balance ---------- Ending Cash Balance ---------- City of Corcoran Municipal Facilities Improvement Fund (Fund 400) Financial Plan Actual Projected 153 49 Financial Plans With proposed annual rate adjustments, the Water Fund is projected to maintain adequate cash balance over the planning period. For purposes of the Plan, the revenue objective focused on providing revenue suf- ficient to achieve projected year-end cash balance to cover the following purposes: • Three-months of operating expense • Following-year debt service payments • Following year capital acquisition (planned to be paid from cash) • Reserves for future capital improvements and oth- er reserve purposes The Plan includes bonds issuance of approximately $6.9 million in 2030 to finance water system improve- ments. Expense The use of funds is to pay for the operation and capital improvements, and related debt service, for providing municipal water services, including depreciation of capital assets. The City has an agreement with the City of Maple Grove which provides for payment to Maple Grove for water connections and distribution in the southeast area of the City. Approximately 45% of the Water Fund expenses are estimated to be fixed costs, this amount fluctuates somewhat from year to year and has been declining as the number of customers using the system has in- creased. WATER FUND The Water Fund was established as a Proprietary Fund for the accounting for costs of providing municipal water services to residents and businesses. The Water Fund is considered self-supporting in that the services rendered are financed through user charges. The financial plan includes assets and liabilities in ad- dition to the revenues and expenditures. There is a capitalization of certain expenses and the subsequent depreciation of the capitalized costs. Revenue The source of funds are charges for services, special assessments, developer fees and payments, and bond proceeds. A schedule of fees and charges is included in Appendix A. Future growth from development, which impacts the projection of operating and non-operating revenue for the Water Fund, is assumed to be the following: - 659 acres platted between 2025-2034 - 2,516 new customer units to be added between 2025-2034 (includes single family, multi-family, and commercial customers) Details on the estimated acres platted per year and customer units added is shown in Table 3 on page 13. Development will provide increasing revenue to the Water Fund. The Plan estimates annual rate adjustments of 4.0%. The actual increase that may be needed in the future will depend on growth in customers, among other fac- tors. 154 50 Financial Plans Annual debt service payments on bonds issued to finance water improvements are supported by net revenues of the Water Fund. The Water Fund pays a portion of the debt on the Series 2014B Bonds, Series 2020A Bonds, and the Series 2023B Bonds. The portion of these bond series payable from water revenues is reported as a liability of the Water Fund. As payments on this debt are made the liability in the Water Fund is reduced. Interest is recorded as an expense. In addition to this liability, cash from the Water Fund will be transferred to the Governmental Debt Service Funds to pay a portion of the 2016A Bonds. Then begin- ning in 2027, the Water Fund will also transfer funds to pay an allocated portion (10%) of the debt on the planned bonds for municipal facilities improvements. The Water Fund reports a debt obligation for the Notes payable to the City of Maple Grove for water connec- tion charges. As payment is made on the Notes the liability in the Water Fund is reduced. The interest expense on the Note issued in 2014 is recorded as an expense in the Water Fund. There is no interest pay- able on the Note issued in 2016. Depreciation is reported as an expense and is adjusted for anticipated annual depreciable capital acquisitions. For purposes of the Plan, capital is depreciated over a 55 year term. Transfers To and From Other Funds The Water Fund transfers funds annually to the General Fund to pay for operational support. As described above, the Water Fund is to transfer cash to the City’s Governmental Debt Service Funds to pay allocated portions of debt service. 155 51 Financial Plans $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 $20.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2041 E n d i n g C a s h B a l a n c e M illio n s CHART 27Water Fund For future capital improvements and reserves For following year debt service For following year pay-go capital For 3-months of operating cash Cash balance will be spent down over time as development fees (reserves) collected to service debt issued to finance water improvement projects to support development is spent down 0% 50% 100% 150% 200% 250% 300% 350% 400% $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 $14.0 $16.0 $18.0 $20.0 2 02 5 2 02 6 2 02 7 2 02 8 2 02 9 2 03 0 2 03 1 2 03 2 2 03 3 2 03 4 2 03 5 2 03 6 2 03 7 2 03 8 2 03 9 2 04 0 2 04 1 E n d in g u n re stricted n e t po sit io n a s % of e x pe n se En d in g N e t P o sit io n M illion s CHART 28Water Fund Ending unrestricted net position ($) Ending unrestricted net position as percent of expense (%) Water Fund is projected to accumulate cash from development charges to pay for future planned capital resulting in an increase in net position $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 $7.0 $8.0 $9.0 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 M illio n s CHART 29Water Fund Revenue Expense Revenues will exceed expenses due to the timing of collection of development related revenues and the use of these funds for capital improvements, including water treatment and storage Year 2024-2027 include projected state and federal revenue in the amount of $13 million for water infrastructure.Beginning in year 2036, expense (inclusive of depreciation) is projected to exceed revenue. This will need to be addressed through potential future (larger) rate increases or incresae in development beyond current projections for these later years. 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 0 50 100 150 200 250 300 350 400 450 500 To tal Vo lum e B illed (Thou sa n ds of G allo n s) CHART 30 Volume Billed New customers to be added will increase water volumes 156 52 Financial Plans Table 15 Page 1 of 2 City of Corcoran Water Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 REVENUE Charges for services 726,202 911,691 1,197,599 1,389,701 1,604,919 1,751,297 1,976,729 2,353,407 2,599,962 2,913,333 3,229,792 3,501,065 Special assessments Developer contributions (trunk line)1,276,543 461,035 3,014,104 1,750,069 1,074,978 3,087,595 2,937,029 2,844,198 2,957,964 3,076,281 3,199,334 3,327,308 Connection fees 301,145 1,258,273 459,888 193,025 401,545 636,331 159,804 586,486 375,760 390,800 406,440 422,700 Connection fees payable to MG (payable)548,429 618,876 1,167,028 334,683 348,066 361,989 376,470 391,527 407,187 423,477 440,415 458,028 Other revenues 2,109 100,823 --------- Investment income 668,115 1,058,830 72,726 92,486 94,869 91,166 109,614 116,685 145,511 93,329 103,542 125,848 Intertgovernmental / Grants for Capital 3,000,000 2,477,785 4,000,000 5,000,000 ------- Total Revenue 3,522,543 7,409,528 8,389,131 7,759,964 8,524,377 5,928,377 5,559,646 6,292,303 6,486,384 6,897,220 7,379,524 7,834,949 EXPENSES Variable Current oper expenses 40,870 223,117 229,811 236,705 243,806 251,120 258,654 266,413 274,406 282,638 291,117 299,851 Current oper expenses for NE Dist 366,165 381,924 387,950 438,935 438,935 489,920 540,905 591,890 642,875 693,860 Purchased water (from Maple Grove)387,760 369,879 511,628 560,078 654,568 767,574 832,793 943,857 1,019,832 1,101,045 1,187,830 1,280,541 Water meters 134,507 204,492 47,403 181,711 106,283 109,472 112,756 116,138 119,623 - Connections paid to Maple Grove (payable)548,429 618,876 1,167,028 334,683 348,066 361,989 376,470 391,527 407,187 423,477 440,415 458,028 Subtotal Variable Expenses 977,059 1,211,872 2,409,139 1,717,882 1,681,792 2,001,329 2,013,134 2,201,188 2,355,085 2,515,188 2,681,860 2,732,279 Fixed Transfer to Capital Projects Fund 292,200 ---------- Transfer to Equipment Fund 150,000 Transfer to General Fund 267,750 250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Transfer to Debt Service Funds (2016A)24,040 474,199 75,240 106,378 22,400 21,920 21,440 25,900 25,300 -- Transfer to Debt Service Funds (2027A)--321,883 321,771 321,541 321,591 321,449 321,557 321,834 321,691 Interest and fiscal exp bonds 1,197,103 927,522 456,639 901,715 876,900 850,996 823,856 795,400 1,036,556 997,573 957,990 919,303 Depreciation 142,928 154,552 185,966 258,694 349,603 349,603 363,239 472,330 595,057 608,694 608,694 608,694 Subtotal Fixed Expenses 1,632,231 1,373,864 1,516,805 1,493,148 1,919,988 1,817,951 1,811,933 1,900,579 2,277,475 2,260,592 2,205,210 2,175,881 Total Expense 2,609,290 2,585,736 3,925,943 3,211,030 3,601,780 3,819,280 3,825,067 4,101,767 4,632,560 4,775,780 4,887,069 4,908,161 CHANGE IN NET POSITION 913,253 4,823,792 4,463,187 4,548,934 4,922,596 2,109,097 1,734,579 2,190,537 1,853,824 2,121,440 2,492,454 2,926,788 Net Position, January 1 5,801,684 6,714,937 11,538,729 16,001,916 20,550,850 25,473,446 27,582,543 29,317,122 31,507,659 33,361,483 35,482,923 37,975,377 Prior Period Adjustment Net Position, December 31 6,714,937 11,538,729 16,001,916 20,550,850 25,473,446 27,582,543 29,317,122 31,507,659 33,361,483 35,482,923 37,975,377 40,902,165 Actual Projected 157 53 Financial Plans Table 15 Page 2 of 2 City of Corcoran Water Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Actual Projected ASSETS Cash 21,927,292 7,272,642 9,248,639 9,486,854 9,116,578 10,961,395 11,668,516 14,551,091 9,332,906 10,354,221 12,584,818 15,215,842Accounts receivable 37,333 96,755 40,000 42,000 44,100 46,305 48,620 51,051 53,604 56,284 59,098 62,053Due from other governments 3,000,765Special assessments receivable 114,075 71,203 36,203 1,203Other current assets 20,594 19,702 20,000 21,000 22,050 23,153 24,310 25,526 26,802 28,142 29,549 31,027Capital assets 12,742,810 29,770,228 31,498,013 35,498,013 40,498,013 40,498,013 41,248,013 47,248,013 53,998,013 54,748,013 54,748,013 54,748,013Less accumulated depreciation (951,080)(1,105,632)(1,291,598)(1,550,292)(1,899,894)(2,249,497)(2,612,736)(3,085,066)(3,680,123)(4,288,817)(4,897,510)(5,506,204)Total Assets 33,891,024 39,125,663 39,551,257 43,498,778 47,780,846 49,279,368 50,376,724 58,790,615 59,731,202 60,897,843 62,523,968 64,550,731 LIABILITIES Accounts payable 1,541,263 2,696,776 100,000 105,000 110,250 115,763 121,551 127,628 134,010 140,710 147,746 155,133Other liabilities / Due to Other Govts 822,606 936,488 100,000 105,000 110,250 115,763 121,551 127,628 134,010 140,710 147,746 155,133Bond premium amortized 992,241 951,440 946,440 941,440 936,440 931,440 926,440 921,440 916,440 911,440 906,440 901,440Notes payable to Maple Grove 187,201 143,270 93,340 51,628 -- - - - - - - Bonds payable, net of premiums 23,632,776 22,858,960 22,309,560 21,744,860 21,150,460 20,533,860 19,890,060 26,106,260 25,185,260 24,222,060 23,346,660 22,436,860 Total Liabilities 27,176,087 27,586,934 23,549,340 22,947,928 22,307,400 21,696,825 21,059,601 27,282,956 26,369,719 25,414,920 24,548,591 23,648,566 Net investment in capital assets (12,833,287)2,208,025 2,428,828 11,261,421 16,511,219 16,783,216 17,818,777 17,135,247 24,216,190 25,325,696 25,597,403 25,903,509Unrestricted net assets 19,548,224 9,330,704 13,573,089 9,289,429 8,962,228 10,799,327 11,498,345 14,372,412 9,145,293 10,157,227 12,377,975 14,998,656Total Net Position 6,714,937 11,538,729 16,001,916 20,550,850 25,473,446 27,582,543 29,317,122 31,507,659 33,361,483 35,482,923 37,975,377 40,902,165 Total Liabilities and Net Position 33,891,024 39,125,663 39,551,257 43,498,778 47,780,846 49,279,368 50,376,724 58,790,615 59,731,202 60,897,843 62,523,968 64,550,731 158 54 Financial Plans TABLE 16 Page 1 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Charges for Services Revenue Residential Water Base Charge $507,011 $626,158 $734,473 $827,882 $902,468 $974,617 $1,085,141 $1,162,919 $1,286,772 $1,418,750 Usage Charges: Tier 1: Water usage 0 to 4,999 gallons $303,434 $375,085 $439,811 $496,456 $541,094 $585,216 $651,347 $698,849 $772,883 $852,673 Tier 2: Water usage 5,000 to 8,999 gallons $66,483 $82,139 $96,266 $108,557 $118,209 $127,676 $142,278 $152,395 $168,658 $186,113 Tier 3: Water usage 9,000 to 19,999 gallons $16,652 $20,559 $24,136 $27,184 $29,631 $32,017 $35,675 $38,207 $42,261 $46,589 Tier 4: Water usage 20,000 gallons over $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Water Volume Billed $386,569 $477,783 $560,214 $632,198 $688,935 $744,909 $829,299 $889,451 $983,802 $1,085,376 TOTAL RESIDENTIAL $893,580 $1,103,941 $1,294,687 $1,460,079 $1,591,403 $1,719,526 $1,914,440 $2,052,370 $2,270,574 $2,504,126 Multi-Residential Water Base Charge $66,096 $68,746 $71,482 $105,305 $109,507 $175,498 $260,573 $270,985 $340,627 $354,296 Usage Charges Tier 1: Water usage 1,000 gallons +$53,928 $56,112 $58,296 $85,918 $89,250 $193,284 $328,535 $341,482 $451,116 $469,613 TOTAL MULTI-RESIDENTIAL $120,024 $124,858 $129,778 $191,223 $198,757 $368,782 $589,108 $612,468 $791,744 $823,909 Commercial Water Base Charge $14,293 $15,571 $16,562 $17,992 $19,112 $19,878 $21,534 $23,294 $24,224 $25,191 Usage Charges Tier 1: Water usage 1,000 gallons +$13,482 $15,030 $16,309 $18,050 $19,500 $20,280 $22,736 $25,320 $26,340 $27,420 TOTAL COMMERCIAL $27,775 $30,601 $32,871 $36,042 $38,612 $40,158 $44,270 $48,614 $50,564 $52,611 Other Charges Meter Charges $156,219 $130,301 $147,584 $63,953 $147,958 $224,941 $52,144 $199,882 $116,911 $120,419 Total Charges for Services $1,197,599 $1,389,701 $1,604,919 $1,751,297 $1,976,729 $2,353,407 $2,599,962 $2,913,333 $3,229,792 $3,501,065 City of Corcoran Projected Water Revenues 159 55 Financial Plans TABLE 16 Page 2 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Projected Water Revenues Single Family Residential $109,824 $122,782 $97,997 $52,503 $20,878 $183,722 $0 $198,715 $206,668 $214,940 Multi-Family Residential $0 $0 $0 $0 $236,127 $298,950 $0 $225,186 $0 $0 Commercial/Other $1,373 $1,428 $1,485 $1,544 $0 $3,340 $3,474 $0 $0 $0 Maple Grove Connection - Residential $264,480 $0 $0 $0 $0 $0 $0 $0 $0 $0 Maple Grove Connection - Commercial/Other $13,226 $0 $0 $0 $0 $0 $0 $0 $0 $0 Single Family Residential $347,318 $256,986 $198,963 $138,978 $144,540 $150,318 $156,330 $162,585 $169,092 $175,860 Multi-Family Residential $0 $0 $118,640 $0 $0 $0 $0 $0 $0 $0 Commercial/Other $1,373 $0 $1,485 $0 $0 $0 $0 $0 $0 $0 Maple Grove Connection - Residential $836,418 $618,876 $836,714 $334,683 $348,066 $361,989 $376,470 $391,527 $407,187 $423,477 Maple Grove Connection - Commercial/Other $52,904 $0 $57,221 $0 $0 $0 $0 $0 $0 $0 Northeast Corcoran / Water Availability $352,278 $197,955 $534,632 $100,621 $751,915 $691,924 $650,488 $676,508 $703,568 $731,712 Northeast Corcoran / Treatment and Storage $719,693 $404,415 $1,092,233 $205,565 $1,536,137 $1,413,580 $1,328,924 $1,382,080 $1,437,364 $1,494,860 Southeast Corcoran / Water Availability $825,379 $171,175 $52,360 $326,724 $339,792 $353,385 $367,521 $382,221 $397,509 $413,409 Southeast Corcoran / Treatment and Storage $1,116,755 $231,605 $70,844 $442,068 $459,750 $478,140 $497,265 $517,155 $537,840 $559,353 Total Non-Operating Revenues $4,641,020 $2,005,221 $3,062,573 $1,602,686 $3,837,206 $3,935,348 $3,380,472 $3,935,977 $3,859,228 $4,013,611 Non-Operating Development Revenue Northeast Water Connection Charges (paid with building permit on per unit basis) Southeast Water Connection Charges (paid with building permit on per unit basis) Trunk Line Availability Charges (paid at time of development on per acre basis) 160 56 Financial Plans TABLE 16 Page 3 of 3 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Projected Water Revenues Charges for water usage $453,979 $548,925 $634,819 $736,166 $797,685 $958,473 $1,180,570 $1,256,253 $1,461,258 $1,582,409 Base service charges $587,401 $710,474 $822,517 $951,178 $1,031,087 $1,169,993 $1,367,249 $1,457,198 $1,651,623 $1,798,237 Charge for meter $156,219 $130,301 $147,584 $63,953 $147,958 $224,941 $52,144 $199,882 $116,911 $120,419 Total Charges for Services $1,197,599 $1,389,701 $1,604,919 $1,751,297 $1,976,729 $2,353,407 $2,599,962 $2,913,333 $3,229,792 $3,501,065 Water connection charges (City)$459,888 $381,196 $418,570 $193,025 $401,545 $636,331 $159,804 $586,486 $375,760 $390,800 Water connection charges (Maple Grove)$1,167,028 $618,876 $893,935 $334,683 $348,066 $361,989 $376,470 $391,527 $407,187 $423,477 Total Connection Fees $1,626,916 $1,000,072 $1,312,504 $527,708 $749,611 $998,320 $536,274 $978,013 $782,947 $814,277 Water trunk line availability charges (City)$3,014,104 $1,005,149 $1,750,069 $1,074,978 $3,087,595 $2,937,029 $2,844,198 $2,957,964 $3,076,281 $3,199,334 Grand Total $5,838,619 $3,394,922 $4,667,492 $3,353,983 $5,813,935 $6,288,756 $5,980,434 $6,849,310 $7,089,020 $7,514,676 Total Charges for Services is calculated based on assumptions for fee schedule and customer units and volume in the Plan. Summary of Total Charges for Services and Non-Operating Revenues 161 57 Financial Plans Table 17 Water Fund Projected Year End Cash Balance 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Use of Cash Operations & Maintenance 2,084,940 1,714,393 2,001,683 2,323,099 2,334,674 2,522,779 2,541,534 2,836,745 3,003,694 3,053,971 Capital Improvements 1,727,785 4,000,000 5,000,000 -750,000 6,000,000 6,885,000 750,000 -- Interfund Transfers (not incl for debt)250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Debt Service (incl transfers for debt)2,004,367 1,586,856 1,631,298 1,489,996 1,489,576 1,485,640 1,983,456 1,986,073 1,833,390 1,829,103 Total Use of Cash 6,067,092 7,558,749 8,898,206 4,086,277 4,855,628 10,298,237 11,708,503 5,880,287 5,153,776 5,209,267 Source of Cash Charges for services and other operating revenue 1,270,325 1,482,187 1,699,788 1,842,463 2,086,343 2,470,092 2,745,473 3,006,662 3,333,335 3,626,913 Development related fees 4,641,020 2,277,777 1,824,589 4,085,914 3,473,303 3,822,211 3,740,911 3,890,558 4,046,189 4,208,036 Intergovernmental / grants for capital 2,477,785 4,000,000 5,000,000 ------- Bond Proceeds -----6,885,000 ---- Interfund Transfers ---------- Total Source of Cash 8,389,131 7,759,964 8,524,377 5,928,377 5,559,646 13,177,303 6,486,384 6,897,220 7,379,524 7,834,949 Net Change in Other Assets and Liabilities Increasing/(Reducing) Cash (346,042)37,000 3,553 2,718 3,103 3,509 3,934 4,381 4,850 5,342 Beginning Cash Balance 7,272,642 9,248,639 9,486,854 9,116,577 10,961,394 11,668,516 14,551,091 9,332,906 10,354,220 12,584,818 Change in Cash Balance 1,975,997 238,215 (370,276)1,844,817 707,122 2,882,575 (5,218,185)1,021,314 2,230,598 2,631,024 Ending Cash and Investments 9,248,639 9,486,854 9,116,577 10,961,394 11,668,516 14,551,091 9,332,906 10,354,220 12,584,818 15,215,842 Ending Cash by Purpose For future capital / trunk fee reserve 6,723,036 7,471,399 6,984,859 8,140,623 9,595,272 5,549,757 5,964,067 7,658,961 10,000,505 12,623,246 For following year pay-go capital ---750,000 -6,885,000 750,000 --- For 3-months of operating cash 521,235 428,598 500,421 580,775 583,669 630,695 635,384 709,186 750,923 763,493 For following year debt service 2,004,367 1,586,856 1,631,298 1,489,996 1,489,576 1,485,640 1,983,456 1,986,073 1,833,390 1,829,103 Ending Cash and Investments 9,248,639 9,486,854 9,116,577 10,961,394 11,668,516 14,551,091 9,332,906 10,354,220 12,584,818 15,215,842 162 58 Financial Plans With proposed annual rate adjustments, the Sewer Fund is projected to maintain adequate cash balance over the planning period. For purposes of the Plan, the revenue objective focused on providing revenue suf- ficient to achieve projected year-end cash balance to cover the following purposes: • Three-months of operating expense • Following-year debt service payments • Following year capital acquisition (planned to be paid from cash) • Reserves for future capital improvements and oth- er reserve purposes The Plan does not anticipate the issuance of bonds to finance sewer improvements. Expense The use of funds is to pay for the operation and capital improvements, and related debt service, for providing sewer services, including depreciation of capital as- sets. The City incurs sanitary sewer disposal charges from the Met Council that are based on metered flow and rates set by the Met Council (MCES). The Plan assumes 5.0% annual increase in the MCES rate charge per unit of volume for disposal charge. Approximately 30% of the Sewer Fund expenses are estimated to be fixed costs, this amount fluctuates somewhat from year to year and has been declining as the number of customers using the system has in- creased. Annual debt service payments on bonds issued to fi- nance sewer improvements are supported by net rev- SEWER FUND The Sewer Fund was established as a Proprietary Fund for the accounting for costs of providing municipal water services to residents and businesses. The Water Fund is considered self-supporting in that the services rendered are financed through user charges. The financial plan includes assets and liabilities in ad- dition to the revenues and expenditures. There is a capitalization of certain expenses and the subsequent depreciation of the capitalized costs. Source of Funds The source of funds are charges for services, special assessments, developer fees and payments, and bond proceeds. A schedule of fees and charges is included in the Appendix A. Future growth from development, which impacts the projection of operating and non-operating revenue for the Sewer Fund, is assumed to be the following: - 659 acres platted between 2025-2034 - 2,516 new customer units to be added between 2025-2034 (includes single family, multi-family, and commercial customers) Details on the estimated acres platted per year and customer units added is shown in Table 3 on page 13. Development will provide increasing revenue to the Sewer Fund. The Plan estimates annual rate adjustments of 3.0%. The actual increase that may be needed in the future will depend on growth in customers. 163 59 Financial Plans enues of the Sewer Fund. The Sewer Fund pays a por- tion of the debt on the Series 2014B Bonds. The portion of these bond series payable from water revenues is reported as a liability of the Sewer Fund. As payments on this debt are made the liability in the Sewer Fund is reduced. Interest is recorded as an expense. In addition to this liability, cash from the Sewer Fund will be transferred to the Governmental Debt Service Funds to pay a portion of the 2016A Bonds. Then be- ginning in 2027, the Sewer Fund is also projected to begin transferring funds to pay an allocated portion (10%) of the debt on the planned bonds for municipal facilities improvements. Depreciation is reported as an expense and is adjusted for anticipated annual depreciable capital acquisitions. For purposes of the Plan, capital is depreciated over a 55 year term. Transfers To and From Other Funds The Sewer Fund transfers funds annually to the General Fund to pay for operational support. The Sewer Fund is to transfer cash to the City’s Governmental Debt Service Funds to pay allocated portions of debt service. 164 60 Financial Plans $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 E n d in g C a s h B a la n ce M illio n s CHART 31Sewer Fund For future capital improvements and reserves For following year pay-go capital For following year debt service For 3-months of operating cash Ending cash balance will increase as the City collects development fees (reserves) to finance sewer improvement projects in advance of the programming of capital projects in the CIP 0% 50% 100% 150% 200% 250% $0.0 $2.0 $4.0 $6.0 $8.0 $10.0 $12.0 20 2 5 20 2 6 20 2 7 20 2 8 20 2 9 20 3 0 20 3 1 20 3 2 20 3 3 20 3 4 20 3 5 20 3 6 20 3 7 20 3 8 20 3 9 20 4 0 20 4 1 E n d in g u n r es t ricte d n e t p o sitio n a s % of e x p e n s e E n d in g N e t Po sitio n M illio n s CHART 32 Sewer Fund Ending unrestricted net position ($) Ending unrestricted net position as percent of expense (%) Sewer Fund is projected to accumulate cash from development charges to pay for future planned capital resulting in changes in net postion over time $0.0 $1.0 $2.0 $3.0 $4.0 $5.0 $6.0 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 M illio n s CHART 33Sewer Fund Revenue Expense Revenues will exceed expenses due to the timing of collection of development related revenues and the use of these funds for capital improvements 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 0 50 100 150 200 250 Vo lu m e B ille d in T hou sa n d s of G a llo n s CHART 34Sewer Fund Volume Billed New customers to be added will increase sewer flow billed 165 61 Financial Plans TABLE 18 Page 1 of 2 City of Corcoran Sewer Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 REVENUE Charges for services 599,399 734,319 1,135,934 1,361,835 1,562,350 1,788,581 1,921,141 2,187,049 2,562,022 2,703,765 3,054,547 3,288,199 Developer contributions (trunk line charges)462,299 500,196 892,173 259,465 365,125 319,830 713,129 681,645 661,906 681,765 702,219 723,289 Connection fees 298,026 537,466 454,913 373,453 406,277 185,488 382,406 600,123 149,178 542,448 344,040 354,360 Connection fees payable to Met Council 559,125 1,535,730 1,396,570 1,452,408 2,144,656 482,866 1,797,780 1,021,310 1,021,720 1,022,130 1,022,540 1,022,950 Other revenues 52,614 69,486 70,876 72,293 73,739 75,214 76,718 78,253 79,818 81,414 83,042 84,703 Investment income 153,080 61,723 43,741 48,565 51,640 52,760 29,623 32,884 39,115 42,459 50,341 58,365 Total Revenue 2,124,543 3,438,920 3,994,207 3,568,018 4,603,787 2,904,738 4,920,797 4,601,263 4,513,758 5,073,981 5,256,729 5,531,866 EXPENSES Variable Current operating expenses 185,084 48,755 940,998 969,228 998,305 1,028,254 1,059,102 1,090,875 1,123,601 1,157,309 1,192,028 1,227,789 Disposal charges 204,977 267,462 367,363 345,119 473,750 552,434 605,039 725,238 892,972 959,660 1,122,086 1,227,835 Connections paid to Met Council 559,125 1,535,730 1,396,570 1,452,408 2,144,656 482,866 1,797,780 1,021,310 1,021,720 1,022,130 1,022,540 1,022,950 Subtotal Variable Expenses 949,186 1,851,947 2,704,931 2,766,755 3,616,711 2,063,554 3,461,920 2,837,423 3,038,293 3,139,099 3,336,654 3,478,574 Fixed Transfer to Equipment Fund 150,000 - Transfer to General Fund 310,400 267,750 250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Transfer to Debt Service Funds (2016A)41,890 374,836 118,490 165,097 39,020 38,180 37,340 41,440 40,480 -- Transfer to Debt Service Funds (2027A)--321,883 321,771 321,541 321,591 321,449 321,557 321,834 321,691 Interest and fiscal exp bonds 37,299 34,744 29,858 27,460 25,025 22,554 220,500 210,763 200,713 190,349 179,492 168,137 Depreciation 208,951 210,852 210,852 210,852 210,852 347,216 347,216 347,216 347,216 347,216 347,216 347,216 Subtotal Fixed Expenses 556,650 555,236 1,015,546 614,302 988,082 1,003,742 1,208,814 1,206,727 1,209,331 1,207,070 1,165,234 1,163,238 Total Expense 1,505,836 2,407,183 3,720,477 3,381,057 4,604,793 3,067,295 4,670,734 4,044,150 4,247,624 4,346,169 4,501,887 4,641,811 CHANGE IN NET POSITION 618,707 1,031,737 273,730 186,961 (1,006)(162,557)250,063 557,113 266,135 727,812 754,842 890,055 Net Position, January 1 6,599,987 7,218,694 8,250,431 8,524,161 8,711,122 8,710,116 8,547,559 8,797,623 9,354,736 9,620,871 10,348,682 11,103,524 Net Position, December 31 7,218,694 8,250,431 8,524,161 8,711,122 8,710,116 8,547,559 8,797,623 9,354,736 9,620,871 10,348,682 11,103,524 11,993,579 Actual Projected 166 62 Financial Plans TABLE 18 Page 2 of 2 City of Corcoran Sewer Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Actual Projected ASSETS Cash 3,329,508 4,374,096 4,856,486 5,163,999 5,276,046 2,962,305 3,288,384 3,911,513 4,245,863 5,034,091 5,836,548 6,758,619Accounts receivable 57,040 69,366 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000Due from other governments 191Special assessments receivable 25,519 17,801 7,801 (2,199)Other current assets 223 -2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000Capital assets 6,395,158 6,472,146 6,472,146 6,472,146 6,472,146 13,972,146 13,972,146 13,972,146 13,972,146 13,972,146 13,972,146 13,972,146 Less accumulated depreciation (1,327,128)(1,537,980)(1,748,832)(1,959,684)(2,170,536) (2,517,752) (2,864,967) (3,212,183) (3,559,399) (3,906,614) (4,253,830) (4,601,045)Total Assets 8,480,320 9,395,620 9,609,601 9,696,262 9,599,656 14,438,699 14,417,563 14,693,476 14,680,611 15,121,622 15,576,864 16,151,719 LIABILITIES Accounts payable 2,074 4,848 85,000 85,000 85,000 85,000 85,000 85,000 85,000 85,000 85,000 85,000Other liabilities / Due to Other Govts 102,328 69,301 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000 20,000Bonds payable, net of premiums 1,157,224 1,071,040 980,440 880,140 784,540 5,786,140 5,514,940 5,233,740 4,954,740 4,667,940 4,368,340 4,053,140Total Liabilities 1,261,626 1,145,189 1,085,440 985,140 889,540 5,891,140 5,619,940 5,338,740 5,059,740 4,772,940 4,473,340 4,158,140 Net investment in capital assets 3,910,806 3,863,126 3,742,874 3,632,322 3,517,070 5,668,254 5,592,239 5,526,223 5,458,007 5,397,592 5,349,976 5,317,961Unrestricted net assets 3,307,888 4,387,305 4,781,287 5,078,800 5,193,046 2,879,305 3,205,384 3,828,513 4,162,863 4,951,091 5,753,548 6,675,619Total Net Position 7,218,694 8,250,431 8,524,161 8,711,122 8,710,116 8,547,559 8,797,623 9,354,736 9,620,871 10,348,682 11,103,524 11,993,579 Total Liabilities and Net Position 8,480,320 9,395,620 9,609,601 9,696,262 9,599,656 14,438,699 14,417,563 14,693,476 14,680,611 15,121,622 15,576,864 16,151,719 167 63 Financial Plans Table 19 Page 1 of 2 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Charges for Services Revenue Residential Sewer Base Charge Base $713,572 $872,712 $1,014,031 $1,132,125 $1,222,365 $1,307,564 $1,441,668 $1,530,204 $1,676,765 $1,830,743 Usage Charges: Tier 1: Sewer volume Activity $271,732 $332,491 $386,176 $430,620 $465,272 $497,610 $548,084 $582,134 $637,751 $695,583 TOTAL RESIDENTIAL $985,303 $1,205,203 $1,400,207 $1,562,745 $1,687,637 $1,805,174 $1,989,752 $2,112,338 $2,314,517 $2,526,326 Multi-Residential Sewer Base Charge Base $93,024 $95,815 $98,689 $144,004 $148,324 $235,451 $346,185 $356,571 $443,864 $457,180 Usage ChargesTier 1: Sewer volume Activity $33,062 $34,070 $35,078 $51,122 $52,693 $112,997 $189,838 $195,665 $255,872 $263,271 Sewer Volume Billed $33,062 $34,070 $35,078 $51,122 $52,693 $112,997 $189,838 $195,665 $255,872 $263,271 TOTAL MULTI-RESIDENTIAL $126,086 $129,885 $133,768 $195,126 $201,017 $348,448 $536,024 $552,235 $699,736 $720,451 Commercial Sewer Base Charge Base $16,279 $17,567 $18,506 $19,909 $20,943 $21,571 $23,142 $24,792 $25,534 $26,302 Usage Charges Tier 1: Sewer volume Activity $8,266 $9,180 $9,870 $10,800 $11,544 $11,856 $13,104 $14,400 $14,760 $15,120 Sewer Volume Billed $8,266 $9,180 $9,870 $10,800 $11,544 $11,856 $13,104 $14,400 $14,760 $15,120 TOTAL COMMERCIAL $24,545 $26,747 $28,376 $30,709 $32,487 $33,427 $36,246 $39,192 $40,294 $41,422 Total Charges for Services $1,135,934 $1,361,835 $1,562,350 $1,788,581 $1,921,141 $2,187,049 $2,562,022 $2,703,765 $3,054,547 $3,288,199 Single Family Residential Base $108,636 $120,288 $95,086 $50,453 $19,869 $173,173 $0 $183,711 $189,222 $194,898 Multi-Residential Base $0 $0 $0 $0 $224,980 $282,115 $0 $208,428 $0 $0 Commercial/Other Base $1,358 $1,399 $1,441 $1,484 $0 $3,149 $3,243 $0 $0 $0 MCES connection charge (per unit)Base $698,285 $767,865 $323,180 $726,204 $1,072,328 $241,433 $898,890 $510,655 $510,860 $511,065 Single Family Residential Base $343,561 $251,766 $193,054 $133,551 $137,556 $141,687 $145,935 $150,309 $154,818 $159,462 Multi-Residential Base $0 $0 $115,256 $0 $0 $0 $0 $0 $0 $0 Commercial/Other Base $1,358 $0 $1,441 $0 $0 $0 $0 $0 $0 $0 MCES connection charge (per unit)Base $698,285 $767,865 $323,180 $726,204 $1,072,328 $241,433 $898,890 $510,655 $510,860 $511,065 Corcoran (NE and SE)Base $892,173 $259,465 $365,125 $319,830 $713,129 $681,645 $661,906 $681,765 $702,219 $723,289 Total Non-Operating Revenues $2,743,656 $2,168,648 $1,417,762 $1,957,725 $3,240,191 $1,764,634 $2,608,864 $2,245,523 $2,067,979 $2,099,779 City of Corcoran Projected Sewer Revenues Northeast Sewer Connection Charges (paid with building permit on per unit basis) Southeast Sewer Connection Charges (paid with building permit on per unit basis) Trunk Line Availability Charges (paid at time of development on per acre basis) Non-Operating Development Revenue 168 64 Financial Plans Table 19 Page 2 of 2 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 City of Corcoran Projected Sewer Revenues Charges for sewer volume $313,060 $375,741 $431,124 $492,543 $529,509 $622,463 $751,027 $792,198 $908,384 $973,974Base service charges $822,875 $986,094 $1,131,226 $1,296,038 $1,391,632 $1,564,586 $1,810,995 $1,911,567 $2,146,163 $2,314,225 Total Charges for Services $1,135,934 $1,361,835 $1,562,350 $1,788,581 $1,921,141 $2,187,049 $2,562,022 $2,703,765 $3,054,547 $3,288,199 Sewer connection charges (City)$454,913 $373,453 $406,277 $185,488 $382,406 $600,123 $149,178 $542,448 $344,040 $354,360Sewer connection charges (MCES)$1,396,570 $1,535,730 $646,360 $1,452,408 $2,144,656 $482,866 $1,797,780 $1,021,310 $1,021,720 $1,022,130 Total Connection Charges $1,851,483 $1,909,183 $1,052,637 $1,637,896 $2,527,062 $1,082,989 $1,946,958 $1,563,758 $1,365,760 $1,376,490 Sewer trunk line availability charges $892,173 $259,465 $365,125 $319,830 $713,129 $681,645 $661,906 $681,765 $702,219 $723,289 Grand Total $2,483,020 $1,994,752 $2,333,752 $2,293,898 $3,016,676 $3,468,817 $3,373,106 $3,927,978 $4,100,806 $4,365,848 Residential usage and base charges $985,303 $1,205,203 $1,400,207 $1,562,745 $1,687,637 $1,805,174 $1,989,752 $2,112,338 $2,314,517 $2,526,326 Multi-Residential usage and base charges $126,086 $129,885 $133,768 $195,126 $201,017 $348,448 $536,024 $552,235 $699,736 $720,451 Commercial usage and base charges $24,545 $26,747 $28,376 $30,709 $32,487 $33,427 $36,246 $39,192 $40,294 $41,422 Total Charges for Services $1,135,934 $1,361,835 $1,562,350 $1,788,581 $1,921,141 $2,187,049 $2,562,022 $2,703,765 $3,054,547 $3,288,199 Total Charges for Services is calculated based on assumptions for fee schedule and customer units and volume in the Plan. Summary of Total Charges for Services and Non-Operating Revenues 169 65 Financial Plans Table 20 Sewer Fund Projected Year End Cash Balance 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Use of Cash Operations & Maintenance 2,854,931 2,766,755 3,938,594 2,285,324 3,783,461 3,159,013 3,359,742 3,460,656 3,658,488 3,800,265 Capital Improvements ---7,600,000 ------ Interfund Transfers (not incl for debt)250,000 257,500 265,225 273,182 281,377 289,819 298,513 307,468 316,693 326,193 Debt Service (incl transfers for debt)495,294 246,250 285,722 159,974 529,880 529,303 521,153 517,629 479,092 483,337 Total Use of Cash 3,600,225 3,270,505 4,489,541 10,318,479 4,594,718 3,978,134 4,179,408 4,285,753 4,454,272 4,609,796 Source of Cash Charges for services and other operating revenue 1,250,551 1,482,693 1,687,729 1,916,555 2,027,483 2,298,185 2,680,954 2,827,637 3,187,930 3,431,267 Development related fees 2,743,656 2,085,326 2,916,058 988,183 2,893,315 2,303,078 1,832,804 2,246,343 2,068,799 2,100,599 Bond Proceeds ---5,100,000 ------ Interfund Transfers ---------- Total Source of Cash 3,994,207 3,568,018 4,603,787 8,004,738 4,920,797 4,601,263 4,513,758 5,073,981 5,256,729 5,531,866 Net Change in Other Assets and Liabilities Increasing/(Reducing) Cash 88,408 10,000 (2,199)------- Change in Cash Balance 482,390 307,513 112,047 (2,313,741)326,079 623,129 334,350 788,227 802,457 922,071 Ending Cash and Investments 4,856,486 5,163,999 5,276,046 2,962,305 3,288,384 3,911,513 4,245,863 5,034,091 5,836,548 6,758,619 Ending Cash by Purpose For future capital / trunk fee reserve 3,647,458 4,226,060 1,505,675 2,231,000 1,812,638 2,592,457 2,884,775 3,651,298 4,442,835 5,325,215 For following year pay-go capital --2,500,000 ------- For 3-months of operating cash 713,733 691,689 984,648 571,331 945,865 789,753 839,936 865,164 914,622 950,066 For following year debt service 495,294 246,250 285,722 159,974 529,880 529,303 521,153 517,629 479,092 483,337 Ending Cash and Investments 4,856,486 5,163,999 5,276,046 2,962,305 3,288,384 3,911,513 4,245,863 5,034,091 5,836,548 6,758,619 170 66 Financial PlansTransfers To and From Other Funds The Plan includes a placeholder amount for transfer of funds from the Storm Water Fund to the General Fund for operational support. This amount will need further review as the City further plans for the Storm Water Fund and its operations. STORM WATER FUND The Storm Water Fund was established as a Proprietary Fund for the accounting for costs of providing storm water services to residents and businesses. The Storm Water Fund is considered self-supporting in that the services rendered are to be financed through user charges. The financial plan includes assets and liabilities in ad- dition to the revenues and expenditures. There is a capitalization of certain expenses and the subsequent depreciation of the capitalized costs. Source of Funds The source of funds are charges for services. The Plan anticipates the City will adopt a monthly charge per residential equivalent unit (REU) to first be collected in 2026. The Plan includes a charge of $15.00 per REU per month. The Plan assumes this rate remains constant at the $15.00 per month per REU and that all customers are equal to “one” REU. The City may determine to study and adjust the REU for non-single family cus- tomers to an amount different than one REU. The Storm Water Fund is projected to accumulate funds as revenue from charges for services is collected. Expense The use of funds is to pay for the operation and capital improvements, and related debt service, for providing storm water services, including depreciation of capital assets. The Storm Water Fund does not have any programmed expense in the Plan. There are no capital improvement projects for the Storm Water Fund included in the CIP. 171 67 Financial Plans TABLE 21 City of Corcoran Storm Water Fund Financial Plan Current Year 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 REVENUE Charges for services -401,400 451,980 489,600 513,000 532,440 569,700 587,160 624,060 660,960 Investment income 3,044 1,155 845 4,867 9,336 14,222 19,388 24,797 30,630 36,692 43,180 Transfer in from General Fund 10,000 5,000 ---------- Total Revenue 13,044 6,155 -402,245 456,847 498,936 527,222 551,828 594,497 617,790 660,752 704,140 EXPENSES Variable Current expenditures Subtotal Variable Expenses ------------ Fixed Transfer to General Fund 10,000 10,300 10,609 10,927 11,255 11,593 11,941 12,299 Depreciation ---------- Subtotal Fixed Expenses ----10,000 10,300 10,609 10,927 11,255 11,593 11,941 12,299 Total Expense ----10,000 10,300 10,609 10,927 11,255 11,593 11,941 12,299 CHANGE IN NET POSITION 13,044 6,155 -402,245 446,847 488,636 516,613 540,901 583,242 606,197 648,811 691,841 Net Position, January 1 65,280 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 Net Position, December 31 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 ASSETS Cash 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812Accounts receivable Special assessments receivable Other current assets Capital assets --- - - - - - - - Less accumulated depreciation --- - - - - - - - Total Assets 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 LIABILITIES Accounts payable Other liabilities Total Liabilities ------------ Net investment in capital assets ------------Unrestricted net assets 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812Total Net Position 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 Total Liabilities and Net Position 78,324 84,479 84,479 486,724 933,571 1,422,207 1,938,820 2,479,721 3,062,963 3,669,160 4,317,971 5,009,812 Actual Projected 172 68 Appendix Appendix A Page 1 of 3 City of Corcoran Fees and Charges 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 ANNUAL FEE ADJUSTMENTS (% CHANGE) Annual % adjustment to base and usage Water fees 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to base and usage Sewer fees 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% Annual % adjustment to storm water fee per REFAnnual % adjustment to Water connection fee 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to Sewer connection fee 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% Annual % adjustment to Southeast Water TLAC fee 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to Northeast Water TLAC fee 4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0% Annual % adjustment to Sewer TLAC fee 3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0%3.0% RESIDENTIAL Water Base Charge 22.28 22.95 23.87 24.82 25.81 26.84 27.91 29.03 30.19 31.40 32.66 Sewer Base Charge 31.36 32.30 33.27 34.27 35.30 36.35 37.44 38.57 39.72 40.92 42.14 Usage Charges Tier 1: Water usage 0 to 4,999 gallons 2.43 2.68 2.79 2.90 3.02 3.14 3.27 3.40 3.54 3.68 3.83 Tier 2: Water usage 5,000 to 8,999 gallons 2.95 3.21 3.34 3.47 3.61 3.75 3.90 4.06 4.22 4.39 4.57 Tier 3: Water usage 9,000 to 19,999 gallons 3.65 4.02 4.18 4.35 4.52 4.70 4.89 5.09 5.29 5.50 5.72 Tier 4: Water usage 20,000 gallons over 4.71 5.18 5.39 5.61 5.83 6.06 6.30 6.55 6.81 7.08 7.36 Sewer (sewer based on winter water usage) per 1,000 gallons 3.11 3.28 3.38 3.48 3.58 3.69 3.80 3.91 4.03 4.15 4.27 Storm Water (per residential equivalency factor)15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 MULTI-RESIDENTIAL (7+Units) Water Base Charge 22.28 22.95 23.87 24.82 25.81 26.84 27.91 29.03 30.19 31.40 32.66 Sewer Base Charge 31.36 32.30 33.27 34.27 35.30 36.35 37.44 38.57 39.72 40.92 42.14 Usage Charges Tier 1: Water usage 2.92 3.21 3.34 3.47 3.61 3.75 3.90 4.06 4.22 4.39 4.57 Sewer (sewer based on winter water usage) per 1,000 gallons 3.11 3.28 3.38 3.48 3.58 3.69 3.80 3.91 4.03 4.15 4.27 Storm Water (per residential equivalency factor)15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 NON-RESIDENTIAL Water Base Charge (Less 3" Meter)27.53 28.36 29.49 30.67 31.90 33.18 34.51 35.89 37.33 38.82 40.37 Sewer Base Charge 31.36 32.30 33.27 34.27 35.30 36.36 37.45 38.57 39.73 40.92 42.15 Usage Charges Tier 1: Water usage 1,000 gallons +2.92 3.21 3.34 3.47 3.61 3.75 3.90 4.06 4.22 4.39 4.57 Sewer per 1,000 gallons 3.11 3.28 3.40 3.50 3.60 3.70 3.80 3.90 4.00 4.10 4.20 Storm Water (per residential equivalency factor)15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 173 69 Appendix Appendix A Page 2 of 3 City of Corcoran Fees and Charges 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 OTHER FEES Maple Grove Water Usage Charge per 1,000 gallons 2.48 2.60 2.73 2.87 3.01 3.17 3.32 3.49 3.66 3.85 4.04 Meter Charge (Cost Plus 10%)437.09 450.20 463.71 477.62 491.95 506.70 521.91 537.56 553.69 570.30 587.41 CONNECTION CHARGES Sewer Connection Charges Single Family Residential 1,318.40 1,357.95 1,399 1,441 1,484 1,528 1,574 1,622 1,670 1,720 1,772 Multi-Residential (7+Units)1,054.72 1,086.36 1,119 1,153 1,187 1,223 1,259 1,297 1,336 1,376 1,417 Non-Residential 1,318.40 1,357.95 1,399 1,441 1,484 1,528 1,574 1,622 1,670 1,720 1,772 MCES connection charge (per unit)2,485 2,485 2,485 2,486 2,487 2,488 2,489 2,490 2,491 2,492 2,493 Water Connection Charges Northeast Corcoran Single Family Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Multi-Residential Connection 1,065.02 1,096.97 1,141 1,186 1,234 1,283 1,335 1,388 1,444 1,501 1,561 Non-Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Maple Grove Residential Connection 2,999 3,306 Maple Grove Commercial/Other Connection 11,996 13,226 Southeast Corcoran Single Family Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Multi- Residential Connection 1,065.02 1,096.97 1,141 1,186 1,234 1,283 1,335 1,388 1,444 1,501 1,561 Non-Residential Connection 1,332.82 1,372.80 1,428 1,485 1,544 1,606 1,670 1,737 1,807 1,879 1,954 Maple Grove Residential Connection 2,999 3,306 3,438 3,576 3,719 3,867 4,022 4,183 4,350 4,524 4,705 Maple Grove Commercial/Other Connection 11,996 13,226 13,755 14,305 14,877 15,473 16,091 16,735 17,405 18,101 18,825 174 70 Appendix Appendix A Page 3 of 3 City of Corcoran Fees and Charges 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 AVAILABILITY CHARGES* Sewer availability charge per acre of land 7,621.91 7,919.16 8,157 8,401 8,653 8,913 9,180 9,456 9,740 10,032 10,333 Northeast Corcoran* Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Northeast 12,369.75 12,852.17 13,366 13,901 14,457 15,035 15,637 16,262 16,913 17,589 18,293 Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Northeast 25,271.03 26,256.60 27,307 28,399 29,535 30,717 31,945 33,223 34,552 35,934 37,372 Southeast Corcoran* Watermain & Raw Water - Trunk Line Availability Charge (TLAC) - per acre: Southeast 9,318.44 9,682 10,069 10,472 10,891 11,326 11,780 12,251 12,741 13,250 13,780 Treatment & Storage - Trunk Line Availability Charge (TLAC) - per acre: Southeast 12,608.05 13,099.76 13,624 14,169 14,736 15,325 15,938 16,576 17,239 17,928 18,645 Notes to Table A: 3. This schedule does not include all city fees for water and sewer. For purpose of financial planning, the schedule only includes fees for the most frequent and material sources of revenue to the City. 1. Fee schedule is based on Corcoran constructing its own water system to serve northeast Corcoran beginning in year 2024. Changes to northeast water connection charges are based on this assumption. 2. After year 2030, for purposes of preparing financial plans, it is assumed that rates continue to be adjusted by the same percentage changes shown in year 2024. * Prior to 5/12/2022, the City had just one TLAC charge for water trunk line availablity. Effective 5/12/2022, the City adjusted the amount charged for availability of water services to include two separate charges, as described here. In addition, effective 5/12/2022, at time of adopting a new "Treatment & Storage" charge, the City adopted adjustments to the amount charged for Watermain & Raw Water TLAC. The amounts shown for year 2022 reflect the rates as of of 5/12/2022. 175 71 Appendix Appendix B Combined Total Levy Certification Year Levy Collection Year EXISTING 2016A Bonds, Equipment EXISTING 2018A Bonds, Equipment EXISTING 2020 Bonds, Equipment EXISTING 2022 Bonds, Equipment EXISTING 2025 Bonds, Equipment NEW 2027 Bonds, Equipment NEW 2029 Bonds, Equipment NEW 2031 Bonds, Equipment Subtotal EXISTING G.O. 2012B CIP Bonds, Refunded with 2020B EXISTING 2018A Bonds - Park Improvements (Debt Service Levy) EXISTING 2018A Bonds - Park Improvements (Abatement Levy) EXISTING 2023A for Street Improvements (Debt Service Levy) EXISTING 2023A for Street Improvements (Abatement Levy) EXISTING 2025A Bonds for Municipal Facilities (Planning /Land) NEW 2027A Bonds for Municipal Facilities NEW 2030A Bonds for County Road 11 Subtotal Total Estimated Tax Levy 2024 2025 37,485 80,273 104,265 250,884 ----472,907 232,985 25,908 84,000 179,128 190,000 ---712,021 1,184,928 2025 2026 -78,068 102,375 248,364 505,155 ---933,962 234,455 23,389 84,000 169,903 205,000 52,028 --768,774 1,702,736 2026 2027 -81,113 105,735 250,884 509,093 25,725 --972,550 235,820 20,868 89,250 159,640 215,000 50,715 --771,293 1,743,843 2027 2028 --103,740 252,984 511,980 177,450 --1,046,154 231,830 18,191 89,250 148,853 225,000 54,653 2,736,006 -3,503,782 4,549,936 2028 2029 --101,745 249,414 508,568 178,290 27,195 -1,065,212 238,340 15,514 94,500 137,540 235,000 53,078 2,735,049 -3,509,021 4,574,233 2029 2030 ---250,884 504,368 178,946 185,640 -1,119,838 241,490 12,584 94,500 125,953 250,000 51,503 2,733,094 312,060 3,821,183 4,941,021 2030 2031 ---249,047 289,380 179,419 186,296 143,220 1,047,362 244,157 9,655 99,750 113,328 260,000 49,928 2,733,519 432,600 3,942,936 4,990,298 2031 2032 ----288,855 174,458 186,769 171,570 821,652 246,761 6,563 105,000 100,428 275,000 53,603 2,732,317 429,660 3,949,331 4,770,983 2032 2033 ----287,805 174,746 187,058 171,990 821,599 249,076 3,281 105,000 86,490 285,000 51,765 2,733,235 431,760 3,945,607 4,767,206 2033 2034 ----291,480 174,851 187,163 166,950 820,444 246,073 --73,520 265,000 49,928 2,735,589 433,440 3,803,550 4,623,994 2034 2035 ----289,118 174,773 187,084 172,410 823,385 247,858 --62,890 275,000 53,340 2,734,376 434,700 3,808,164 4,631,549 2035 2036 ----44,730 179,760 186,821 172,200 583,511 254,814 --51,840 285,000 51,240 2,734,174 435,540 3,812,608 4,396,119 2036 2037 ----43,260 173,880 186,375 171,780 575,295 261,366 --40,620 300,000 49,560 2,735,194 430,710 3,817,450 4,392,745 2037 2038 ----47,040 -190,995 171,150 409,185 ---28,520 310,000 53,130 2,732,895 436,170 3,560,715 3,969,900 2038 2039 ----45,360 -184,748 170,310 400,418 -----51,240 2,731,960 435,750 3,218,950 3,619,368 2039 2040 ----43,680 --169,260 212,940 -----54,600 2,735,785 434,910 3,225,295 3,438,235 2040 2041 ---------------2,735,955 433,650 3,169,605 3,169,605 2041 2042 ---------------2,732,359 431,970 3,164,329 3,164,329 2042 2043 ---------------2,734,055 435,120 3,169,175 3,169,175 2043 2044 ---------------2,732,087 437,640 3,169,727 3,169,727 2044 2045 ---------------2,734,892 434,280 3,169,172 3,169,172 2045 2046 ---------------2,733,498 435,750 3,169,248 3,169,248 2046 2047 ---------------2,732,886 436,590 3,169,476 3,169,476 2047 2048 ---------------2,732,011 436,800 3,168,811 3,168,811 2048 2049 ---------------2,735,719 425,880 3,161,599 3,161,599 2049 2050 ---------------2,734,172 -2,734,172 2,734,172 2050 2051 ---------------2,732,501 -2,732,501 2,732,501 2051 2052 ---------------2,733,732 -2,733,732 2,733,732 2052 2053 ------------2,733,094 -2,733,094 2,733,094 2053 2054 ------------2,735,644 -2,735,644 2,735,644 2054 2055 ------------2,735,527 -2,735,527 2,735,527 Total 37,485 239,454 517,860 1,752,461 4,209,872 1,792,298 1,896,144 1,680,840 12,126,414 3,165,025 135,953 845,250 1,478,650 3,575,000 780,308 76,551,321 8,554,980 95,086,486 107,212,900 Notes: 1/ The tax levy amounts above include the 5% over levy (for delinquent property taxes). 2/ The 2018A Bonds include tax abatement levy. 3/ Special assessment revenue estimated for deposit to the debt service fund for the Series 2016A Bonds has not and is not projected to be sufficient to cover debt service. The City plans to transfer cash from the Water and Sewer Fund to the Debt Service Fund for Series 2016A to pay debt service in lieu of a tax levy. City of Corcoran Property Tax Levy Planned for Debt Service Tax Levy for Equipment Certificates Tax Levy for Facilities, Parks, and Street Improvements (Includes Tax Abatement) 176 Northland Securities, Inc.150 South Fifth Street , Suite 3300Minneapolis, MN 55402 Toll Free 1-800-851-2920 Main 612-851-5900www.northlandsecurities.comMember FINRA and SIPC | Registered with SEC and MSRB 177 STAFF REPORT Agenda Item: 6.e Council Meeting: October 23, 2025 Prepared By: Darren Bohlsen, Topic: 2026-2027 Embedded Social Worker JPA Action Required: Approval Summary The Police Department has partnered with six other communities and Hennepin County Behavioral Health to provide a police department embedded social worker for our communities since 2021. The social worker is technically an employee of Hennepin County, and the county is responsible for the employee’s benefits and technology. Hennepin County covers 40% of the employee’s cost and the remaining cost is split between the partner cities. The program has been very successful in our community and has been a tremendous resource for our community members in need. Staff recommends continuing the program. The two-year agreement for continuation of this service is attached and has been vetted by our City Attorney. Financial/Budget Corcoran’s annual share would be approximately $12,633 in 2026 and (TBD) at a later date for 2027. See section 4.D. in the attach JPA. Anticipated costs for this program are included in the 2026 budget. Recommendation Direct the City Administrator and Mayor to enter into a two-year agreement with Hennepin County for a police department embedded social worker. Council Action Direct the City Administrator and Mayor to enter into a two-year agreement with Hennepin County for a police department embedded social worker. Attachments 1. 2026 2027 Embedded Social Worker JPA.pdf 178 HC #A2312131 1 August 2025 AMENDMENT #1 TO JOINT POWERS AGREEMENT BETWEEN HENNEPIN COUNTY AND CITIES OF CORCORAN, DEEP HAVEN, MEDINA, MINNETRISTA, ORONO, WAYZATA, AND SOUTH LAKE MINNETONKA POLICE DEPARTMENT This Joint Powers Agreement (“Agreement”) is between the COUNTY OF HENNEPIN, STATE OF MINNESOTA, A-2300 Government Center, Minneapolis, Minnesota 55487, (“COUNTY”) on behalf of its Human Services and Public Health Department (“HSPHD”) and City of Corcoran, 8200 County Rd 116, Corcoran, Minnesota 55340, (“CORCORAN”); City of Deep Haven, 20225 Cottagewood Road, Excelsior, Minnesota 55331, (“DEEP HAVEN”); City of Medina, 600 Clydesdale Trail, Medina, Minnesota 55340, (“MEDINA”); City of Minnetrista, 7651 County Road 110 West, Minnetrista, Minnesota 55364 (“MINNETRISTA”); City of Orono 2730 Kelley Parkway, Orono, Minnesota 55356, (“ORONO”); South Lake Minnetonka Police Department, 24150 Smithtown Road, Shorewood, Minnesota 55301, (“SOUTH LAKE MINNETONKA”); and City of Wayzata, 600 Rice Street East, Wayzata, Minnesota 55391, (“WAYZATA”) pursuant to the authority conferred upon them by Minn. Stat. § 471.59 and on behalf of their respective police departments, (individually referred to herein as POLICE DEPARTMENT and collectively referred to herein as “POLICE DEPARTMENTS”). The parties to this Agreement may also be referred to individually as “Party” and collectively as “Parties”. IT IS HEREBY AGREED that Agreement No. A2312131 between the above-named parties, including prior amendments if any, is hereby amended in accordance with the provisions set forth below. Clause 3, TERM OF THE AGREEMENT, shall be amended to read: 3. TERM OF THE AGREEMENT The term of this Agreement shall be from January 1, 2024, through December 31, 2027, unless terminated earlier in accordance with the cancellation/termination provisions of this Agreement. Clause 4, PAYMENT, shall be amended to read: 4. PAYMENT A. Funding provided via each POLICE DEPARTMENT at eleven thousand eight hundred seventeen dollars ($11,817) for 2024. B. Funding provided via each POLICE DEPARTMENT at twelve thousand six hundred thirty-three dollars ($12,633) for 2025. C. Funding provided via each POLICE DEPARTMENT at twelve thousand six hundred thirty-three dollars ($12,633) for 2026. 179 HC #A2312131 2 August 2025 D. Funding provided via each POLICE DEPARTMENT for 2027 is to be determined at a later date. COUNTY shall provide POLICE DEPARTMENTS with the 2027 funding amount, in writing, no later than July 1, 2026. The 2027 funding amount will be mutually acceptable by all parties. E. The SW will be hired, employed, and equipped by HSPHD and participate in supervision and training by HSPHD in accordance with local, state, federal, and professional licensure requirements as more fully described in EXHIBIT A. F. HSPHD shall, during the first month of each year, submit an invoice to each POLICE DEPARTMENT for the cost of their portion assigned to the Model annually. G. Each POLICE DEPARTMENT will make payment within thirty-five (35) days from receipt of the invoice. If the invoice is incorrect, defective, or otherwise improper, POLICE DEPARTMEMT will notify HSPHD within ten (10) days of receiving the incorrect invoice. Upon receiving the corrected invoice from HSPHD, POLICE DEPARTMENT will make payment within thirty-five (35) days. H. Further, the Parties expressly agree that neither this Agreement nor any Party’s performance hereunder obligates or commits any Party to enter a subsequent contract or engagement with any other. G. In the event that the SW position is or will become vacant or absent for a period of one- month or more, HSPHD may provide POLICE DEPARTMENTS with a temporary SW to work onsite at POLICE DEPARTMENTS, when available. If a temporary onsite SW is not available, HSPHD may assign, based on availability, a coverage team to review existing services, determine need and complete outreach (via phone or in-person) based on resident needs for each referral from POLICE DEPARTMENT. POLICE DEPARTMENTS may also opt to not have coverage until the onsite social worker is replaced. 1. There will be no additional cost to POLICE DEPARTMENTS if HSPHD assigns a temporary onsite SW worker and the billing will remain as set forth in section 4. of this Agreement. 2. If HSPHD provides a coverage team to review existing services, determine need and complete outreach (via phone or in-person) POLICE DEPARTMENTS will be reimbursed by HSPHD for 50% of the cost for the time period of reduced coverage. 3. If POLICE DEPARTMENT decides not to have HSPHD assign a temporary SW, POLICE DEPARTMENT will be reimbursed by HSPHD for the full cost for the time period of no coverage. This amendment shall be effective December 31, 2025. 180 HC #A2312131 3 August 2025 Except as herein amended, the terms, conditions and provisions of said Agreement No. A2312131, including prior amendments or ministerial adjustments if any, remain in full force and effect. (The remainder of this page intentionally left blank.) 181 HC #A2312131 4 August 2025 The Parties hereto agree to be bound by the provisions set forth in this Agreement. COUNTY OF HENNEPIN Reviewed for COUNTY by the County STATE OF MINNESOTA Attorney’s Office By: Chair of Its County Board Date: ATTEST: Deputy/Clerk of County Board Date: By: County Administrator Date: CORCORAN By: Title: Date: By: Title: Date: DEEP HAVEN By: Title: Date: 182 HC #A2312131 5 August 2025 MEDINA By: Title: Date: MINNETRISTA By: Title: Date: By: Title: Date: ORONO By: Title: Date: SOUTH LAKE MINNETONKA By: Title: Date: 183 HC #A2312131 6 August 2025 WAYZATA By: Title: Date: By: Title: Date: 184 STAFF REPORT Agenda Item: 6.f Council Meeting: October 23, 2025 Prepared By: Seth Gellman. Community Development Administrative Assistant, Kendra Lindahl, Principal Planner Topic: Request for a Variance to Amend Resolution 2006- 62 for a second sign at St. John's Lutheran School at 9141 County Road 101 (PID 13-119-23-11- 0011) (City file 25-031). Action Required: Approval Summary The applicant, St John’s Lutheran Church and School, has submitted a request for an amendment to an existing sign variance resolution to replace an existing 32 sq. ft. sign with a larger 40 sq. ft. sign and convert it to a dynamic display for the school use on site. Currently, the church and school are on one lot and have an existing variance that allows for two signs. Council Action Attachments 1. 2025-10-23 CC Packet St John Sign VAR_small.pdf 2. 2025-10-23 resolution - approving VAR.docx 185 Page 1 of 6 STAFF REPORT Agenda Item ___ City Council Meeting: October 23, 2025 Prepared By: Zeke Peters, AICP Topic: Request for a Variance to Amend Resolution 2006-62 for a second sign at St. John’s Lutheran School at 9141 County Road 101 (PID 13-119-23-11-0011) (City file 25-031) Action Required: Decision Review Deadline: December 10, 2025 1. Request The applicant, St John’s Lutheran Church and School, has submitted a request for an amendment to an existing sign variance resolution to replace an existing 32 sq. ft. sign with a larger 40 sq. ft. sign and convert it to a dynamic display for the school use on site. Currently, the church and school are on one lot and have an existing variance that allows for two signs. 2. Planning Commission Review The public hearing was held during the October 2, 2025, Planning Commission meeting. Only the applicant spoke on the subject. The Commission recommended approval of the variance request. 3. Background The church and school are located on the same lot but have two signs. An existing variance was approved in 2006 by Resolution 2006-62. This variance allowed the church and school to retain the existing sign and add a second sign on the north end of the property. The new sign was approved with conditions to ensure compliance with the sign performance standards in place at the time of approval. However, since 2006 the property was rezoned from residential to P-I and the sign code has changed to allow dynamic displays in the P-I (Public and Institutional) zoning district. However, Resolution 2006-62 stated in condition 3 that: 3. The freestanding sign shall not exceed 32 square feet in size or 6 feet in height and any illumination of such sign shall be external with downward focused lighting on a timer. 186 Page 2 of 6 This means that the second sign is not allowed to be a dynamic display. The applicant is also seeking a modification to this condition to allow this second sign to be replaced with a larger sign. The new sign would be 40 sq. ft. and 8 feet tall. The current code allows one 64 sq. ft. freestanding sign up to 16 feet high. The Church intends to maintain the existing church sign on the site. This sign measures roughly 32 sq. ft. in size and is 11 ft. tall. This means that the combined area of the existing sign and proposed sign would be 72 sq. ft., which exceeds the 64 sq. ft. maximum that would be allowed for one sign on the lot. However, neither sign is larger than what would be allowed for a single sign on the lot. The requested variance would modify the conditions in Resolution 2006-62. 4. Context Zoning and Land Use The 14.12-acre property is guided Public/Semi-Public and zoned Public/Institutional (P-I) with the Shoreland Overlay District touching a small sliver of land on the southeast portion of the lot. The site is located inside of the 2040 Metropolitan Urban Service Area (MUSA) boundary. Surrounding Properties The properties to the North, West and South are all guided Existing Residential and zoned UR (Urban Reserve. The properties to the East are located in Maple Grove and are guided and zoned similarly as the Corcoran properties. The present use of the surrounding properties appears to be predominately residential. Natural Characteristics of the Site The 2040 Comprehensive Plan Natural Resources Inventory Areas Map does not identify any significant natural plant communities within the proposed site. The Hennepin County Natural Resources Map does identify a small wetland on the southeast corner of the map, and this would remain unaffected by this request. Rush Figure 1 - Example Sign Figure 2 - Sign Exhibit Plan 187 Page 3 of 6 Creek is located nearby to the southeast of the property and is the reason why the shoreland overlay briefly touches both properties. 5. Analysis Staff has reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. A. Level of City Discretion in Decision Making The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. B. Consistency with Ordinance Standards Variance for a Second Sign The applicant has requested an amendment to Resolution 2006-62 and this request will be processed as a new variance. The site currently has two signs, but neither sign is allowed to be a dynamic display per condition 3 of the 2006 variance approval. The City Code has changed and now allows the lot to have one sign, which may include a dynamic display. The 2006 variance request permitted the second sign with restrictions related to static display, lighting and size. The current sign was also restricted in size to a maximum of 32 sq. ft., which was the allowed sign area for the district at the time. The applicant is now requesting 40 sq. ft. for the new sign in order to meet the performance standards for a dynamic display, which limit the dynamic display area to no more than 60% of the sign area. The variance would modify condition 3 of the 2006 variance for both the size and sign type restrictions. A. There are practical difficulties in complying with the zoning ordinance. There are practical difficulties in complying with the Zoning Ordinance. The existing variance was issued at a time when dynamic displays were not allowed and before the property was rezoned to P-I. Current City Code still limits the property to one freestanding sign but would allow a dynamic display. Updating the sign to a dynamic display would be consistent with the ordinance standards given that the City previously approved a variance to allow the second freestanding sign. The combined areas of the church sign and proposed school sign would be 72 sq. ft. and is more than the total signage allowed of 64 sq. ft. for the one permitted sign on the lot. Neither sign is larger than what would be permitted for a single sign. B. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. 188 Page 4 of 6 The conditions upon which the petition is based is unique to this property. The site contains both the church and school, where facilities and parking overlap. This means splitting the parcel to allow a sign on each would not be possible given the shared nature of the uses. The church and school each have separate signs already. After the 2006 variance was approved to allow the second freestanding sign, the ordinance was changed to allow a dynamic display and up to 64 square feet of area for the sign. C. That the granting of the variation will not alter the essential character of the locality. The granting of the variation will not alter the essential character of the locality. The property already has two signs, and the two uses have existed together for some time. The variance amendment would simply allow the applicant to update an existing sign to have a dynamic display and modernize the sign. D. The proposed variance would be in harmony with the general purposes and intent of the ordinance. The variance will be in harmony with the general purpose and intent of the sign ordinance as Public and Institutional zones are allowed one sign, which may include a dynamic display. The proposed sign complies with the current signage ordinance, and the existing church sign would remain unchanged. E. The variance is consistent with the Comprehensive Plan. The variance would allow for the dynamic display sign that complies with the current Zoning Ordinance and is consistent with the Public and Institutional uses anticipated in the Comprehensive Plan. F. The City may impose conditions on the variance to address the impact of the variance. Staff has no additional conditions beyond the standard conditions and compliance with the current Sign Ordinance and Zoning Ordinance. The sign ordinance has a number of standards for dynamic displays to ensure that the sign is not too bright or too distracting. The applicant did not provide enough information to ensure compliance with these standards and we have included this a condition of approval. Specifically, Section 84.04 requires: 7. Dynamic Displays. Dynamic displays as permitted by section 84.05 (Sign Standards) are subject to the following conditions: 189 Page 5 of 6 a. Only one dynamic display sign shall be allowed per lot. b. Dynamic displays are allowed only on freestanding signs. Dynamic displays may occupy no more than 60% of the actual sign area. The remainder of the sign must not have the capability to have dynamic displays even if not used. Only one, contiguous electronic message sign area is allowed on a sign face. c. A dynamic display sign may not change or move more often than once every 6 seconds except one for which changes are necessary to correct hour and minute, date, or temperature information. d. The images and messages displayed and transitioned must be instantaneous or fading. Modes of display which cause the message to flash or blink are prohibited. e. Dynamic displays must be designed and equipped to freeze the device in one position if a malfunction occurs. The displays must also be equipped with a means to immediately discontinue the display if it malfunctions, and the sign owner must immediately stop the dynamic display when notified by the city that it is not complying with the standards of this section. f. Electronic message signs must comply with the lighting and brightness standards contained in this section. 8. Lighting and Brightness Standards. In addition to the lighting standards set forth in Section 1060.040 of the Zoning Code, all sign lighting, including LED accent lighting, shall comply with the following standards: a) Except where otherwise stated in this ordinance, signs may be illuminated by artificial light sources on timers and shall be equipped with dimmers. b) No sign may be brighter than is necessary for clear and adequate visibility. c) No sign may be of such intensity or brilliance as to impair the vision of a motor vehicle driver with average eyesight or to otherwise interfere with the driver's operation of a motor vehicle. d) No sign may be of such intensity or brilliance that it interferes with the effectiveness of an official traffic sign, device or signal. e) Signs using an LED (light emitting diode) light source shall not exceed a luminance level of 500 candela per square meter (nits) between sunset and 190 Page 6 of 6 sunrise, and shall not exceed a luminance level of 5,000 candela per square meter between sunrise and sunset. f) Signs using fluorescent, neon, or incandescent light sources shall not exceed 12 watts per square foot of sign surface area. g) All signs with illumination shall be equipped with a mechanism that automatically adjusts the brightness to ambient lighting conditions (e.g., dusk) to ensure that the sign's intensity does not exceed 0.3 foot-candle above ambient light levels as measured from 100 feet from the sign's face. h) No illumination involving movement by reason of the lighting arrangement, lighting source, changes in either color or intensity of lighting or other devices shall be permitted. Summary Staff has reviewed the plans with the applicable standards outlined in the Comprehensive Plan and Zoning Ordinance and finds that the variance standards have been met and recommends approval. 6. Action Move to adopt Resolution 2025-100 approving the amendment to the variance. Attachments 1. Resolution 2025-100 Approving the Amendment to Resolution 2006-62 2. Site Location Map 3. Resolution 2006-62 dated October 26, 2006 4. Applicant Narrative received August 12, 2025 5. Sign Plans and Site Exhibits dated August 12, 2025 6. Site Survey dated May 21, 2007 7. Public Comment received through October 2, 2025 191 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-100 Page 1 of 2 Motion By: Seconded By: APPROVAL OF AN AMENDMENT TO RESOLUTION 2006-62 FOR ST. JOHN’S LUTHERAN SCHOOL SIGNAGE AT 9141 COUNTY ROAD 101 (PID 13-119-23-11-0011) (CITY FILE NO. 25-031) WHEREAS, St. John’s Lutheran School (“the applicant”) is requesting approval to allow a 40 square foot sign with a dynamic display on property legally described as follows: The North 660 feet of the East 660 feet of the Northeast Quarter of the Northeast Quarter of Section 13, Township 19, North Range 23, west of the 5th Principal Meridian. AND Lots 11, 12, and 13, Block 4, Brandywine Addition, Hennepin County, Minnesota, according to the record plat thereof. WHEREAS, the Planning Commission has reviewed the variance at a duly called public meeting. 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, subject to the following findings and conditions: 1. The variance to modify the 2nd freestanding sign on the property to 40 square feet and to convert it to a dynamic display is approved in accordance with the plans and application received by the City on August 12, 2025, except as amended by this resolution. 2. This resolution amends Resolution 2006-62 to strike Condition 3. This modification will allow the existing sign to be converted to a dynamic display and to be 40 square feet in size as allowed by the current City Code. 3. The variance to allow the second freestanding sign to be 40 square feet and be converted to a dynamic display, is approved based on the following findings: a. There are practical difficulties in complying with the zoning ordinance. The existing variance was issued at a time when dynamic displays were not allowed and before the property was rezoned to P-I. Current City Code still limits the property to one freestanding sign but would allow a dynamic display. Updating the sign to a dynamic display would be consistent with the ordinance standards given that the City previously approved a variance to allow the second freestanding sign. The combined areas of the church sign and proposed school sign would be 72 sq. ft. and is more than the total signage allowed of 64 sq. ft. for the one permitted sign on the lot. Neither sign is larger than what would be permitted for a single sign. b. The conditions upon which the petition is based is unique to this property. The site contains both the church and school, where facilities and parking overlap. This 192 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-100 Page 2 of 2 means splitting the parcel to allow a sign on each would not be possible given the shared nature of the uses. The church and school each have separate signs already. After the 2006 variance was approved to allow the second freestanding sign, the ordinance was changed to allow a dynamic display and up to 64 square feet of area for the sign. c. The granting of the variation will not alter the essential character of the locality. The property already has two signs, and the two uses have existed together for some time. The variance would simply allow the applicant to update an existing sign to have a dynamic display and modernize the sign. d. The variance will be in harmony with the general purpose and intent of the sign ordinance as Public and Institutional zones are allowed one sign, which may include a dynamic display. The proposed sign complies with the current signage ordinance and the existing church sign would remain unchanged. e. The variance would allow for the dynamic display sign that complies with the current Zoning Ordinance and is consistent with the Public and Institutional uses anticipated in the Comprehensive Plan. 4. The freestanding sign must comply with all Zoning Ordinance and Sign Ordinance requirements. 5. The applicant must provide information to ensure compliance with Section 84.04 (Subd. 7 and 8) of the sign ordinance. 6. A sign permit for the sign is required prior to beginning construction on the dynamic sign. 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 VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23 day of October 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 193 Hennepin County Property Map Date: 9/22/2025 Comments:PARCEL ID: 1311923110011 OWNER NAME: St John's Ev Lutheran Church PARCEL ADDRESS: 9141 Co Rd No 101,Corcoran MN 55340 PARCEL AREA: 14.12 acres, 615,277 sq ft A-T-B: Abstract SALE PRICE: SALE DATE: SALE CODE: ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Commercial-Preferred HOMESTEAD: Non-Homestead MARKET VALUE: $0 TAX TOTAL: $0.00 ASSESSED 2025, PAYABLE 2026 PROPERTY TYPE: Commercial HOMESTEAD: Non-Homestead MARKET VALUE: $0 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2025 1:4,800 194 CITY OF CORCORAN RESOLUTION 2006-62 APPROVING VARIANCE FOR ST. JOHN’S EVANGELICAL LUTHERAN CHURCH AND SCHOOL ON PROPERTY LOCATED SOUTH OF MYSTIQUE DRIVE AND WEST OF COUNTY ROAD 101 WHEREAS, St. John’s Evangelical Lutheran Church and School has requested approval of a variance from the City’s Sign Ordinance to allow a second freestanding sign on the subject property legally described as follows: The North 660 feet of the East 660 feet of the Northeast Quarter of the Northeast Quarter of Section 13, Township 19, North Range 23, west of the 5th Principal Meridian. AND Lots 11, 12, and 13, Block 4, Brandywine Addition, Hennepin County, Minnesota, according to the record plat thereof. WHEREAS, the Planning Commission has reviewed the above listed variance at a duly called Public Meeting and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that is should and hereby does approve the request by St. John’s Evangelical Lutheran Church and School for a variance from the City’s Sign Ordinance to allow a second freestanding sign on the subject property, subject to the following findings and conditions: 1. The variance is approved in accordance with the plans and application received by the City on July 17, 2006 and the revised plans received on September 18, 2006, based on the following finding: a. The granting of the variance will not be detrimental to the public health, safety or welfare or injurious to other property in territory in which property is situated. b. That because of the particular physical surroundings, shape, or topographical conditions of the specific parcel of land involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience if the strict letter of the regulations were to be carried out. c. That the conditions upon which the variance is based are unique to the parcel of land for which the variance is sought and are not applicable, generally, to other property within the same zoning classification. 195 Resolution 2006-62 Page 2 d. The variance will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion of the public streets, or increase the danger of fire or endanger the public safety or substantially diminish or impair the property values within the neighborhood. e. The existing freestanding sign has historic and nostalgic value to the community. f. There were no objections to the sign variance from the community. 2. The freestanding sign must comply with all Zoning Ordinance requirements. 3. The freestanding sign shall not exceed 32 square feet in size or 6 feet in height and any illumination of such sign shall be external with downward focused lighting on a timer. 4. No construction shall begin on the freestanding sign until the City has issued a building permit. 5. The temporary sign on the property shall be removed before the building permit for the freestanding sign will be issued. 6. The plans need to be revised to show that sign is not encroaching into the parking lot. Revisions to the parking lot itself will require submittal of a site plan modification for review and approval by the City, prior to issuance of building permits. ADOPTED by the City Council this 26th day of October 2006. VOTING AYE ___ Cossette, Tom ___ Grabowski, Chuck ___ Jacobs, Paul ___ Lymangood, Chuck ___ Thomas, Ron VOTING NAY ___ Cossette, Tom ___ Grabowski, Chuck ___ Jacobs, Paul ___ Lymangood, Chuck ___ Thomas, Ron Tom Cossette, Mayor City Seal 196 Resolution 2006-62 Page 2 ATTEST: Bea Lindberg, City Clerk 197 19 8 19 9 20 0 20 1 20 2 20 3 20 4 20 5 20 6 20 7 2 NOTICE: All drawings, specifications, instruments of service, and other documents, data, or information of any kind, including all electronic files and data ("Documents") attached to or "linked" from this E-mail are protected by copyright pursuant to U.S. and international copyright laws. Your use of the Documents is controlled and restricted by the terms of use. By downloading the attached files or by accessing the links contained in this E-mail message, you are agreeing to the terms of use. COPYRIGHT © 1994-2025 LANDFORM. ALL RIGHTS RESERVED. NOTICE: indicated professional registrations are for the state in which the office is located; to obtain information about other state licenses, please contact Human Resources at 612-252- 9070. Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. From: Tori Kuehne <tori.kuehne@stjlutheran.org> Sent: Tuesday, September 23, 2025 8:37 AM To: Seth Gellman <SGellman@corcoranmn.gov> Subject: In Support of St. John's Lutheran School's Variance Request Dear Members of the Corcoran Planning Commission, I am writing in support of St. John’s Lutheran School’s request for a variance to convert their northern sign to a dynamic sign. A dynamic sign will allow the school to share timely information with families and the broader community more efficiently—highlighting upcoming events, student activities, and community opportunities. This modern communication tool helps strengthen the school’s connection to Corcoran residents and enhances awareness of activities open to the public. The current sign is outdated and does not reflect the quality of the school or the surrounding community. Replacing it with a dynamic sign will not only enhance the appearance of the property but also provide a cleaner, more professional look along the roadway. Additionally, the technology behind dynamic signs is designed to minimize impact on the environment, thus there should be no negative impact to those living near or traveling County Road 101. For these reasons, I believe approving this variance would be a positive step for both St. John’s Lutheran School and the community it serves. Thank you for your time and consideration. Sincerely, Tori Kuehne | Communications & Preschool Director St. John's Lutheran School Corcoran / Maple Grove, MN 763.420.2426 x 32 208 Subject:FW: Sign Variance Public Comment Date:Friday, October 3, 2025 12:17:28 PM From: Jamie Radintz <jamieradintz@gmail.com> Sent: Thursday, September 25, 2025 8:01 PM To: Seth Gellman <SGellman@corcoranmn.gov> Subject: Sign Variance Public Comment This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. As a long-time resident of Corcoran, I would like to express my support of the variance requested by St. John's to replace their existing sign. I believe an improved and more up to date look would benefit both the organization as well as the community. The current sign appears to be very dated, therefore, this would be a good opportunity for improvement. Thank you for your consideration. 209 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-100 Page 1 of 2 Motion By: Seconded By: APPROVAL OF AN AMENDMENT TO RESOLUTION 2006-62 FOR ST. JOHN’S LUTHERAN SCHOOL SIGNAGE AT 9141 COUNTY ROAD 101 (PID 13-119-23-11-0011) (CITY FILE NO. 25-031) WHEREAS, St. John’s Lutheran School (“the applicant”) is requesting approval to allow a 40 square foot sign with a dynamic display on property legally described as follows: The North 660 feet of the East 660 feet of the Northeast Quarter of the Northeast Quarter of Section 13, Township 19, North Range 23, west of the 5th Principal Meridian. AND Lots 11, 12, and 13, Block 4, Brandywine Addition, Hennepin County, Minnesota, according to the record plat thereof. WHEREAS, the Planning Commission has reviewed the variance at a duly called public meeting. 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, subject to the following findings and conditions: 1. The variance to modify the 2nd freestanding sign on the property to 40 square feet and to convert it to a dynamic display is approved in accordance with the plans and application received by the City on August 12, 2025, except as amended by this resolution. 2. This resolution amends Resolution 2006-62 to strike Condition 3. This modification will allow the existing sign to be converted to a dynamic display and to be 40 square feet in size as allowed by the current City Code. 3. The variance to allow the second freestanding sign to be 40 square feet and be converted to a dynamic display, is approved based on the following findings: a. There are practical difficulties in complying with the zoning ordinance. The existing variance was issued at a time when dynamic displays were not allowed and before the property was rezoned to P-I. Current City Code still limits the property to one freestanding sign but would allow a dynamic display. Updating the sign to a dynamic display would be consistent with the ordinance standards given that the City previously approved a variance to allow the second freestanding sign. The combined areas of the church sign and proposed school sign would be 72 sq. ft. and is more than the total signage allowed of 64 sq. ft. for the one permitted sign on the lot. Neither sign is larger than what would be permitted for a single sign. b. The conditions upon which the petition is based is unique to this property. The site contains both the church and school, where facilities and parking overlap. This 210 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-100 Page 2 of 2 means splitting the parcel to allow a sign on each would not be possible given the shared nature of the uses. The church and school each have separate signs already. After the 2006 variance was approved to allow the second freestanding sign, the ordinance was changed to allow a dynamic display and up to 64 square feet of area for the sign. c. The granting of the variation will not alter the essential character of the locality. The property already has two signs, and the two uses have existed together for some time. The variance would simply allow the applicant to update an existing sign to have a dynamic display and modernize the sign. d. The variance will be in harmony with the general purpose and intent of the sign ordinance as Public and Institutional zones are allowed one sign, which may include a dynamic display. The proposed sign complies with the current signage ordinance and the existing church sign would remain unchanged. e. The variance would allow for the dynamic display sign that complies with the current Zoning Ordinance and is consistent with the Public and Institutional uses anticipated in the Comprehensive Plan. 4. The freestanding sign must comply with all Zoning Ordinance and Sign Ordinance requirements. 5. The applicant must provide information to ensure compliance with Section 84.04 (Subd. 7 and 8) of the sign ordinance. 6. A sign permit for the sign is required prior to beginning construction on the dynamic sign. 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 VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23 day of October 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 211 STAFF REPORT Agenda Item: 6.g Council Meeting: October 23, 2025 Prepared By: Seth Gellman. Community Development Administrative Assistant, Kendra Lindahl, Principal Planner Topic: Planned Unit Development (PUD) Amendment for "Cook Lake Highlands" (city file 25-039). Action Required: Approval Summary The applicant, Amira Investment, LLC, is requesting a PUD amendment to increase the allowed impervious surface 40.2% to 40.4% impervious surface coverage for the entire project. The increased impervious surface area is to allow the addition of a dog run with an impervious surface and a transformer with concrete pad. Council Action Attachments 1. 2025-10-23 CC Packet_Amira PUDA_reduced.pdf 2. 2025-10-23 Cook Lake Amira PUDA Resolution.docx 212 Page 1 of 2 STAFF REPORT Agenda Item ___ City Council Meeting: October 23, 2025 Prepared By: Kendra Lindahl Topic: Planned Unit Development (PUD) Amendment for “Cook Lake Highlands” (city file 25-039) Action Required: Decision Review Deadline: December 13, 2025 1. Request The applicant, Amira Investment, LLC, is requesting a PUD amendment to increase the allowed impervious surface 40.2% to 40.4% impervious surface coverage for the entire project. The increased impervious surface area is to allow the addition of a dog run with an impervious surface and a transformer with concrete pad. 2. Background Cook Lake Highlands received preliminary PUD and preliminary plat approval on August 12, 2021 and final plat and final PUD approval on March 24, 2022. The development was approved for 19 single family lots, one day care lot, one memory care lot with 27 units and one lot for the Applewood Point senior multifamily building consisting of 100 co-op units. On May 11, 2023, the City Council approved a PUD amendment to: a. increase the impervious surface coverage for the project from 39% to 39.8% for the entire project, b. increase the number of memory care units from 27 to 32 units and c. allow a 145-unit senior apartment building where a 100-unit senior coop was approved. Since that approval was granted, the New Horizons Daycare and most of the single- family homes have been constructed. Staff has received a site plan for a Suite Living memory care building on Lot 2, Block 1, but final review is not yet complete. The Amira building on Lot 1, Block 2 is the final site in the Cook Lake Highlands project. On July 10, 2025, the City Council approved a PUD amendment to increase the allowed impervious surface from 39.8% to 40.2% impervious surface coverage for the entire project and reduce the number units in the age-restricted apartment building from 145 to 143 units. 213 Page 2 of 2 3. Analysis Planned Unit Development Amendment The applicant has submitted a narrative stating the reasoning for the PUD amendment to the approved PUD and provides details on the reasoning and approach to the development. Impervious Surface Amendment Amira Corcoran is requesting an increased impervious surface area on Lot 1, Block 2 from 122,094 to 123,073 square feet. This results in a total development area impervious surface increase from the approved 40.02% to 40.4%. The change to the impervious surface is being requested to allow construction of a dog run with impervious surface and transformer with concrete plans that was not originally shown on the plans. The current stormwater system will accommodate the additional impervious surface area with no impact to Cook Lake. The plans will be reviewed by the City and meet the regulatory standards. No changes to the maximum impervious surface coverage for Lot 1 and 2, Block 1, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands is requested or approved. The parcels remain subject to the limitations as approved by Resolution 2023-33. Summary Staff finds that the requested PUD amendment allows the final phase of the Cook Lake Highlands project to proceed in a manner consistent with the intent of prior approvals. If the Council finds that the changes are not consistent with the PUD approvals, they should provide findings of fact and direct staff to bring back a resolution of denial at the next Council meeting. 4. Recommendation Move to adopt Resolution 2025-100 approving the PUD amendment for Amira. Attachments 1. Resolution 2025-100 approving the PUD Amendment 2. Location Map 3. City Engineering Memo Dated October 15, 2025 4. Applicant Narrative received October 10, 2025 5. Civil Plans dated October 10, 2025 214 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-101 Page 1 of 2 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 7330 BROCKTON LA (PID 25-119-23-14-0026) (CITY FILE 25-022) WHEREAS, Amira Investment LLC (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage on property legally described as follows: Lot 1, Block 2, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, the Cook Lake Highland development allowed a total of 39.8% impervious surface coverage for the entire project, which is legally described as: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof; and WHEREAS, the City Council granted approval of a PUD amendment to allow the applicant i an increased impervious surface area on Lot 1, Block 2 from 118,056 to 122,094 square feet on July 10, 2025 (Resolution 25-072); and WHEREAS, the applicant has revised their plans for the site to add a dog run with impervious coverage and a transformer, which will increase the impervious surface coverage; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1. A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on October 10, 2025 except as amended by this resolution. 2. This amendment modifies Condition 2 of Resolution 2023-33, which approved PUD flexibility for 39.8% impervious surface coverage for the entire project and condition 2 of Resolution 2025-75 which allows 40.2% coverage. The PUD is amended to allow 40.4% impervious surface coverage for the entire project. a. The PUD flexibility is required to allow increased impervious surface coverage of 979 sq. ft. on Lot 1, Block 2 for the Amira apartment building with the addition of a dog run and transformer pad. b. No changes to the maximum impervious surface coverage for Lot 1 and 2, Block 1, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands is approved. The parcels remain subject to the limitations as approved by Resolution 2023-33. c. The existing stormwater management plan will accommodate the increased area 215 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-101 Page 2 of 2 without changes. d. Stormwater will be directed away from Cook Lake. 3. All other conditions of Resolution 2025-72 remain unchanged. 4. Dog run details must be provided for City review and approval. 5. The applicant shall comply with all requirements of the City Engineer’s memo, dated October 15, 2025. 6. The applicant must record Resolution 2025-72, Resolution 2025-101, encroachment agreement and development contract at Hennepin County and provide proof of recording to the City prior to issuance of building permit. 7. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. 8. Approvals shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 216 Hennepin County Property Map Date: 6/30/2025 Comments:PARCEL ID: 2511923140026 OWNER NAME: J B Limited Llc PARCEL ADDRESS: 7330 Brockton La,Corcoran MN 55340 PARCEL AREA: 4.65 acres, 202,418 sq ft A-T-B: Abstract SALE PRICE: SALE DATE: SALE CODE: ASSESSED 2024, PAYABLE 2025 PROPERTY TYPE: Vacant Land-Apartment HOMESTEAD: Non-Homestead MARKET VALUE: $1,000,000 TAX TOTAL: $15,432.56 ASSESSED 2025, PAYABLE 2026 PROPERTY TYPE: Vacant Land-Apartment HOMESTEAD: Non-Homestead MARKET VALUE: $1,000,000 This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is not suitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2025 1:4,800 217 Memo To: Kevin Mattson, City Engineer Public Works Director From: Steve Hegland, PE Caleb Kroeze Project: Amira – Cook Lake PUD Amendment Date: October 15, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. Civil Plans – Amira of Corcoran by Civil Site Group revision dated 10/10/2025 Comments: General: 1. The existing SWMP is sufficient to provide the necessary treatment for the additional impervious surface and no additional modifications are necessary to accommodate. 2. The applicant shall be responsible for addressing all items and engineering comments of the original site plan approval. End of Comments 218 The proposed revision will increase the allowable impervious area onsite from 40.2% to 40.4% to allow for artificial turf to be used for the dog run area and to add an additional transformer. The turf is designed to allow water to pass through to the underlying subgrade, so it functions similar to pervious area, but per City standards, this area needs to be classified as impervious. The need for an additional transformer was just determined by the electrical engineer and the utility company. 21 9 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C0.0 TITLE SHEET AMIRA OF CORCORAN CORCORAN, MINNESOTA ISSUED FOR: PERMIT SUBMITTAL SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C1.0 REMOVALS PLAN C2.0 SITE PLAN - OVERALL C2.1 SITE PLAN - NORTH C2.2 SITE PLAN - SOUTH C3.0 GRADING PLAN - OVERALL C3.1 GRADING PLAN - NORTH C3.2 GRADING PLAN - SOUTH C4.0 UTILITY PLAN - OVERALL C4.1 UTILITY PLAN - NORTH C4.2 UTILITY PLAN - SOUTH C4.3 PUBLIC WATER MAIN - PLAN AND PROFILE C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS C5.4 CIVIL DETAILS L1.0 LANDSCAPE PLAN - OVERALL L1.1 LANDSCAPE PLAN - NORTH L1.2 LANDSCAPE PLAN - SOUTH L1.3 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 DAVE KNAEBLE 612-615-0060 DKNAEBLE@CIVILSITEGROUP.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 ROBERT BINDER 612-615-0060 RBINDER@CIVILSITEGROUP.COM DEVELOPER UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM PROPERTY OWNER ARCHITECT MOMENTUM DESIGN GROUP 755 PRIOR AVENUE NORTH, SUITE 301A ST. PAUL, MN 55104 BRIAN GADIENT 612-290-6523 BRIAN@MDGARCHITECTS.COM SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM GEOTECHNICAL ENGINEER BRAUN INTERTEC CORPORATION 1101 HAMPSHIRE AVENUE SOUTH MINNEAPOLIS, MN 55438 NATHAN MCKINNEY 952-995-2000 . REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5. CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS ARE OBTAINED. SITE LOCATIONSITE LOCATION MAP N 22 0 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 [A ] . G r a v e l P a t h G u a r d R a i l R i p R a p Rip Rap Rip Rap Rip Rap 18" RCP 15" RCP NO BUILDINGS Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P NO BUILDINGS & PAVEMENTS FOR REMOVALS FOUND PER SURVEY (V1.0) REMOVE/SALVAGE EXISTING GRAVEL PATH, TYP. REMOVE/RECLAIM EXISTING GRAVEL ROADWAY, TYP. REMOVE/SALVAGE EXISTING GUARD RAIL, TYP. REMOVE EXISTING CB STRUCTURE & PIPING PROTECT EXISTING SANITARY MH DURING CONSTRUCTION REMOVE/SALVAGE EXISTING GRAVEL PATH, TYP. PROTECT EXISTING GUARD POST & FENCE DURING CONSTRUCTION REMOVE EXISTING CB STRUCTURE & PIPING CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVALS PLAN LEGEND: REMOVAL/SALVAGE GRAVEL PATH COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C1.0 REMOVALS PLAN REMOVAL NOTES: CITY OF CORCORAN REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. 18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. 19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SEE SWPPP ON SHEETS SW1.0 - SW1.5 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R OWNER INFORMATION UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM 22 1 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easemen t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 15" RCP Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS POND ACCESS 150' STBK. LINE FROM OHW 25' BLDG. S T B K 25' PKG. S T B K 25' BLDG. STBK 2 5 ' B L D G . S T B K 10 ' P K G . S T B K 25' BLDG. STBK CONSTRUCTION LIMITS CONSTRUCTION LIMITS FIRE TRUCK TURNING MOVEMENT FIRE TRUCK TURNING MOVEMENT 20 . 0 26 . 0 26.0 26 . 0 26.0 26.0 20.0 CONTRACTOR SHALL PROVIDE CONTINUAL ACCESS TO THE MET COUNCIL LIFT STATION DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS ROUTE WITHOUT PRIOR APPROVAL FROM MET COUNCIL. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SITE LAYOUT NOTES: SITE PLAN LEGEND (SHEETS C2.0-C2.2): TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONSTRUCTION LIMITS TO CITY OF CORCORAN SITE SPECIFIC NOTES: 1. RETAINING WALLS OVER 4' SHALL BE DESIGNED BY A REGISTERED ENGINEER AND SHALL BE CERTIFIED TO BE CONSTRUCTED ADJACENT TO THE BUILDING, ACCESS LANES AND PARKING LOTS. 2.CONTRACTOR SHALL GET A SIGN PERMIT FROM THE CITY OF CORCORAN PRIOR TO THE CONSTRUCTION OF ANY SIGNS. ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 15. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 16. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 17. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 18. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 19. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 20. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. 21. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL OPERATIONAL NOTES SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OFF-SITE. TRASH REMOVAL TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). REVISION SUMMARY DATE DESCRIPTION 10/10/2025 ADDENDUM #2 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R C2.0 SITE PLAN - OVERALL OWNER INFORMATION UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM WETLAND BUFFER AREA POND ACCESS ROUTE SITE DATA ZONING SUMMARY EXISTING ZONING PUD PROPOSED ZONING PUD CURRENT APPROVED PUD PROPOSED UNIT COUNT 145 143 PARKING SUMMARY [1.5 STALLS/UNIT REQ] REQUIRED 218 215 UNDERGROUND PARKING 165 160 SURFACE PARKING 75 60 TOTAL PARKING 240 220 IMPERVIOUS AREA SUMMARY TOTAL SITE AREA [SF]202417 202417 TOTAL IMPERVIOUS - SITE [SF]118056 123073 PERCENT IMPERVIOUS - SITE 58.3%60.8% TOTAL IMPERVIOUS - DEVELOPMENT [SF]373950 378967 PERCENT INCREASE - DEVELOPMENT 39.8%40.2% P D PATIO AT GRADE OR DECK - SEE ARCHITECTURAL PLANS FOR FINAL DESIGN FEV FUTURE EV CAPABLE CHARGING STATION LOCATION - SEE ELEC'L PLANS. PROVIDE CONDUIT AND CAP IN SIDEWALK AS NECESSARY. EVR EV READY CHARGING STATION LOCATION - SEE ELEC'L PLANS FRP FRP - FUTURE RESIDENT PARKING STALLS. INCLUDE SIGNAGE AT EACH STALL LOCATION RSD RSD - RESERVED FOR SERVICES AND DELIVERY. INCLUDE SIGNAGE AT EACH STALL LOCATION 1 1 2 22 2 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 8" P V C 1 5 " P V C CO O K L A K E 36" R C P NO PA R K I N G CONSTRUCTION LIMITS WETLAND BUFFER LINE WETLAND BUFFER LINE WETLAND BUFFER SIGN (5 TOTAL), COORDINATE FINAL LOCATION W/ CITY PRIOR TO CONSTRUCTION, TYP. SIGNS TO BE PURCHASED FROM CITY. POND ACCESS 15 12 13 6 D&U EASEMENTLINE D&U EASEMENT LINE EXISTING D&U EASEMENT LINE 150' STBK. LINE FROM OHW 25' BLDG. STBK 2 5 ' B L D G . S T B K 1 0 ' P K G . S T B K 20 . 0 9.0 TYP. 24 . 0 7.0 26.0 26.0 20.0 26.0 8.0 30 . 0 R94.1 R12. 0 R15.0 R25.0 R2 1 . 0 R15.0 R1 5 . 0 R 5 . 0 R 3 5 . 0 R 1 0 0 . 0 R 5 5 . 0 R3 0 . 0 R1 5 . 0 R5.0 47 . 5 54.6 46 . 9 53.7 15 . 5 7. 7 18 . 0 26 . 0 18 . 0 18 . 6 18 . 0 26 . 0 9.0 TYP. 9. 0 9. 0 9. 0 11.0 9.0 TYP.26.0 9.0 TYP. 14.6 26.0 18.0 7.7 20.9 46.3 5.7 34 . 3 26 . 0 10.2 5.0 R3.0 R3.0 R3. 0 R 5 . 0 CONSTRUCTION LIMITS ACCESSIBLE ROUTE ARROW. DO NOT PAINT, FOR CODE REVIEW ONLY, TYP. 5.0 11.7 12.1 27 . 5 10.5 7.0 2.7 2.3 5. 0 R8 . 0 20' WIDE BIT. FIRE LANE20' WIDE BIT. FIRE LANE B612 C&G, TYP. PVMT. STRIPINGTYP. ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS, TYP. RIBBON CURB 150' STBK. LINE FROM OHW RAISED GARDENS (4) B612 C&G, TYP.CONCRETE PATIO FIRE LANE SIGN, TYP. COORD. W/FIRE MARSHAL INSTALL RAILING IN TOP OFWALL, MIN. 42" ABOVE GRADE BIG BLOCK RETAINING WALL (RECON), SET TOP OF WALL 30"ABOVE GRADE TO ACT AS GUARD RAIL. LIGHT POLE, TYP. HC MOD. BLOCK RETAINING WALL W/ RAILING MOD.BLOCK RETAINING WALL W/ RAILING NP NP NP BIT. PVMT. MATCH CURRENT DRIVE LOCATION. B612 CURB ANDGUTTER INSTALL SALVAGED GUARD RAIL PER DETAILS ON C5.3.GUARD RAIL IS PRIVATE AND SHALL BEMAINTAINED BY THEOWNER CONC.PVMT., TYP HD BIT.PVMT., TYP HD BIT. PVMT., TYP HD BIT. PVMT., TYP HC MATCH EXISITING CONC. WALK, TYP 2 0 ' W I D E B I T . F I R E L A N E 10' CURB TAPER 3' CURB TAPER ACCESSIBLE RAMP PER MNDOT STANDARDS, (TYP.) DECK ABOVEGRADE, SEE ARCH'L PLANSSITE WORK "ON GRADE" SITE WORK "ON ROOF DECK" ACCESSIBLE RAMP PER MNDOT CONTRACTOR SHALL PROVIDE CONTINUAL ACCESS TO THE MET COUNCIL LIFT STATION DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS ROUTE WITHOUT PRIOR APPROVAL FROM MET COUNCIL. RIBBON CURB 3' CURB TAPER 4' CONC. APRON ATENTRANCE 5' CURB TAPER R 1 2 0 . 0 3' CURB TAPER TO TO TO TO TO TO TO 6" CONC. BOLLARD 6" CONC. BOLLARD RIBBON CURB CONC. PAD FOR TRASH STAGING7. 2 RIBBON CURB 3' CURB TAPER 9' CURBTAPER RIBBON CURB EV EVFEVFEV EV CHARGING, COORD. W/ ELEC'L DOG RUN W/ 60" BLACK VINYL CHAIN LINK FENCE, INCLUDE (2) 36" LOCKABLE GATES & ADDITIONAL FENCE AS SHOWN. INCLUDE ALL POSTS FOOTING HARDWARE AND ALL APPURTENANCES. SHOPDRAWINGS REQUIRED, TYP. FRP FRP FLAG POLE, TYP. FRP - FUTURE RESIDENT LIGHT POLE, TYP. LIGHT POLE, TYP. LIGHT POLE, TYP. ACCESSIBLE RAMP PER MNDOT RSDRSDRSD RSD - RESERVED FOR SERVICE AND DELIVERY PARKING STALLS & SIGNAGE COLORED CONCRETE, TYP. CONC. TRANSFORMER / CTCABINET PAD, COORD. W/ MECHANICAL & UTILITY CO. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION 10/3/25 ADDENDUM #1 10/10/25 ADDENDUM #2 C2.1 SITE PLAN - NORTH SEE SHEET C2.0 FOR GENERAL SITE NOTES 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 1 1 2 2 22 3 [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [15]. Utility Easement Per Doc. No. 11168727 N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t 15" RCP Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P UP UP UP NO PA R K I N G 12 13 6 14 D&U EASEMENTLINE EXISTING D&U EASEMENT LINE 25' BLDG. S T B K 25' PKG. S T B K 25' BLDG. STBK 9.0 TYP. 7.0 26.0 26.0 R12. 0 R15.0 R25.0 R2 1 . 0 R15.0 R1 5 . 0 50.5 41 . 4 31 . 4 18 . 0 18 . 6 18 . 0 26 . 0 18 . 0 7. 7 13 . 2 9. 0 9. 0 9. 0 11.0 9.0 TYP.26.0 9.0 TYP. 14.6 26.0 18.0 7.7 20.9 26 . 0 4. 9 5. 7 10.2 5.0 5.010.7 26.0 7.0 R3.0 R3. 0 R 5 . 0 R3. 0 R 1 2 . 0 5.0 CONSTRUCTION LIMITS 5.0 5.7 9.0 TYP. 10.5 5. 0 R8. 0 6' CURB TAPER (TYP.) B612 C&G, TYP. PVMT. STRIPINGTYP. CONC. WALK, TYP ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS, TYP. 32 SF MONUMENT SIGN. COORD.W/ARCH'L AND ELEC'L RIBBON CURB ST 20 ' W I D E B I T . F I R E L A N E LO T L I N E B612 C&G,TYP. CONC.WALK,TYP 5' CURB TAPER (TYP.) LIGHT POLE, TYP. LIGHT POLE, TYP. HC NP NP NP NP NP B612 CURB ANDGUTTER 10' CURBTAPER HD BIT.PVMT., TYP HC MATCH EXISITING MATCH EXISITING CONC. WALK, TYP POOL AREA 3' CURB TAPER 10' CURB TAPER 3' CURBTAPER CONC. CURB WALL.SEE GRADING PLAN FOR HEIGHT ARTIFICIAL TURF, COORD. W/ARCH'L SITE WORK "ON GRADE" SITE WORK "ON ROOF DECK" B612 C&G, TYP. ACCESSIBLE RAMPPER MNDOT STANDARDS, (TYP.) CONTRACTOR SHALL PROVIDE CONTINUAL ACCESS TO THE MET COUNCIL LIFT STATION DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS ROUTE WITHOUT PRIOR APPROVAL FROM MET COUNCIL. 4. 0 POOL BLDG CONC. STAIRSW/RAILING, SEE GRADING PLAN FOR HEIGHT 1 CONC. STEP AT STOOP. SEE GRADING PLAN FOR HEIGHT CONC. GENERATOR PAD, COORD. W/ MECHANICAL& UTILITY CO. ENSURE ELEV. OF PAD MIN. 8"ABOVE ADJ. GRADE. CONC. TRANSFORMER / CTCABINET PAD, COORD. W/ MECHANICAL & UTILITY CO. CONC.PVMT., TYP TO TO TO TO TO TOTOTO TO EV EVFEVFEV EV CHARGING,COORD. W/ ELEC'L FRP FRP FLAG POLE, TYP. FRP - FUTURE RESIDENT PARKING STALLS LIGHT POLE, TYP. LIGHT POLE, TYP. LIGHT POLE, TYP. ACCESSIBLE RAMP PER MNDOT STANDARDS, (TYP.) CONC. CURB WALL.SEE GRADING PLAN FOR HEIGHT 7' TALL WOOD SLAT PRIVACY FENCE ALONG SOUTH AND PORTIONS OF WEST SIDE OF POOL AREA. [MATCH AMIRA BLOOMINGTON] ALUMINUM FENCE AND GATES, SEE ARCH'L,TRANSITION TO SCREEN FENCE SOUTH OF GATE COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION 10/3/25 ADDENDUM #1 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R C2.2 SITE PLAN - SOUTH SEE SHEET C2.0 FOR GENERAL SITE NOTES 1 1 22 4 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 15" RCP Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS POND ACCESS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONTRACTOR SHALL PROVIDE CONTINUAL ACCESS TO THE MET COUNCIL LIFT STATION DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS ROUTE WITHOUT PRIOR APPROVAL FROM MET COUNCIL. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.0 GRADING PLAN - OVERALL GENERAL GRADING NOTES: 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND (SHEETS C3.0-C3.2): SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS CITY OF CORCORAN GRADING NOTES: EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 41.26 1125 891.00 G 891.00 TC 891.00 BS/TS 1137 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS 1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 16. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 17. TOLERANCES 17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 17.5. FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS. 18. MAINTENANCE 18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. SEE SWPPP ON SHEETS SW1.0 - SW1.5 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 1. RETAINING WALLS OVER 4' SHALL BE DESIGNED BY A REGISTERED ENGINEER AND SHALL BE CERTIFIED TO BE CONSTRUCTED ADJACENT TO THE BUILDING, ACCESS LANES AND PARKING LOTS. 22 5 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 8" P V C 1 5 " P V C CO O K L A K E 36" R C P NO PA R K I N G CONSTRUCTION LIMITS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITS CONTRACTOR SHALL PROVIDE CONTINUAL ACCESS TO THE MET COUNCIL LIFT STATION DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS ROUTE WITHOUT PRIOR APPROVAL FROM MET COUNCIL. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.1 GRADING PLAN - NORTH SEE SHEET C3.0 FOR GENERAL GRADING NOTES REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 22 6 [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [15]. Utility Easement Per Doc. No. 11168727 N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t 15" RCP Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS CONTRACTOR SHALL PROVIDE CONTINUAL ACCESS TO THE MET COUNCIL LIFT STATION DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK ACCESS ROUTE WITHOUT PRIOR APPROVAL FROM MET COUNCIL. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C3.2 GRADING PLAN - SOUTH REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R SEE SHEET C3.0 FOR GENERAL GRADING NOTES 22 7 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Ea s e m e n t p e r P l a t BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easemen t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 15" RCP Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITS CONSTRUCTION LIMITS FIRE HYDRANT 300' RADIUS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R GENERAL UTILITY NOTES: UTILITY PLAN LEGEND (SHEETS C4.0-C4.2): CITY OF CORCORAN UTILITY NOTES: 1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. CATCH BASIN GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT MANHOLE FES AND RIP RAP CONSTRUCTION LIMITS DRAINTILE TRENCH DRAIN REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN - OVERALL 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 5. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 6. UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 7. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 8. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 9. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 10. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 11. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 12. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 13. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 14. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 15. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 16. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 17. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 18. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 19. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 20. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 21. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. 22. AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. PUBLIC UTILITY NOTES: (FOR UTILITIES LOCATED IN PUBLIC RIGHT-OF-WAY OR PUBLIC PROPERTY) 1. PUBLIC UTILITY INSTALLATION (WATER MAIN) SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. 2. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 3. WATER MAIN SHALL BE DUCTILE IRON PIPE, AWWA C151 OR C900 PVC, ASTM D1785, ASTM D2241, AWWA C900 WITH ASTM D2464, ASTM D2466, ASTM D2467, ASTM F1970, AWWA C907 FITTINGS. PRIVATE UTILITY NOTES: (FOR UTILITIES ON PRIVATE PROPERTY) 1. ALL UTILITIES (SANITARY, STORM SEWER AND WATER) LOCATED ON PRIVATE PROPERTY (OUTSIDE THE EASEMENT) IS SUBJECT TO AND GOVERNED BY THE 2020 MINNESOTA STATE PLUMBING CODE. CONTRACTOR SHALL MEET REQUIREMENTS RELATED TO MATERIALS, INSTALLATION AND TESTING. 2. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 3. SANITARY SERVICES SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM D2665, ASTM F794 FITTINGS. 4. STORM SEWER SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM D2665, ASTM F794 FITTINGS. 5. STORM SEWER SERVICES SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794 WITH ASTM F1866, ASTM D2665, ASTM F794 FITTINGS. 6. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) ASTM C76, ASTM C1479 WITH ASTM C443 FITTINGS PER CITY (ADMINISTRATIVE AUTHORITY) APPROVAL. 7. STORM SEWER AT CROSSINGS WITH WATER MAIN SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM D1785, ASTM D2665, ASTM F794. 8. WATER MAIN SERVICES SHALL BE C900 PVC, ASTM D1785, ASTM D2241, AWWA C900 WITH ASTM D2464, ASTM D2466, ASTM D2467, ASTM F1970, AWWA C907 FITTINGS 22 8 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 8" P V C 1 5 " P V C CO O K L A K E 36" R C P NO PA R K I N G CONSTRUCTION LIMITS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITSCONNECT TO EX. 8" STUB IE=955.37 (FIELD VERIFY PRIOR TO CONSTRUCTION) STUB SANITARY TO 5' FROM BUILDING IE @ STUB=956.75 COORD. W/ MECH'L 23 LF 8" PVC SCH40 SANITARY SERVICE @ 6.00% HYD & GV, TYP. HYD & GV, TYP. FIRE DEPT. CONNECTION, COORD. W/ MECH'L 49 LF 18" RCP STORM @ 1.82% (PRIVATE) 111 LF 24" SCH40 STORM @ 1.00% (PRIVATE) 72 LF 15" RCP STORM @ 3.54% (PRIVATE) 25 LF 15" SCH40 STORM @ 2.00% (PRIVATE) 57 LF 18" SCH40 STORM @ 6.84% (PRIVATE) 117 LF 15" SCH40 STORM @ 2.97% (PRIVATE) 26 LF 24" SCH40 STORM @ 2.00% (PRIVATE) CB 22B RIM=968.85 IE=964.64 7 LF 24" RCP STORM @ 1.00% (PRIVATE) CBMH 25 CB 24A RIM=974.88 IE=970.40 CBMH 24C RIM=978.46 IE=973.34 CBMH 24B RIM=975.79 IE=970.79 CBMH 24 RIM=974.70 IE=969.90 CBMH 23 RIM=971.86 IE=966.00 CB 22A RIM=968.71 IE=964.71 FES 201 IE=949.93 INSTALL CLASS III RIP RAP PER CITY DETAIL STO-11 CBMH 200 RIM=953.50 IE=950.00 SUMP=946.00 15 LF 24" RCP STORM @ 0.50% 4" DT PER DETAIL STO-4, TYP. CO, PER DETAIL STO-23, TYP. MAKE CONNECTION TO EXISTING RECONSTRUCTED STORM SEWER CATCH BASIN MH, EX RIM=970.43 PROP RIM=971.52 EX 36" RCP IE (SW) =963.52± (FIELD VERIFY PRIOR TO CONST) PROP IE (NE)=963.53 PROP IE (E)=965.48 COORD. W/ CITY 80 LF 10" SCH40 PVC STORM @ 5.83% (PRIVATE) 10" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=974.00 52 LF 10" SCH40 PVC STORM @ 6.17% (PRIVATE) 80 LF 12" SCH40 PVC STORM @ 2.08% (PRIVATE) 12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=975.00 GV AND VALVE BOX 8" C900 PVC WATER MAIN (PUBLIC) 6" C900 PVC WATER MAIN (PRIVATE) 8" C900 PVC FIRE WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING. (PRIVATE) 6" DOMESTIC WATER SERVICE, STUB TO WITHIN 5' FROM BUILDING. (PRIVATE) RECONSTRUCT EX. SAN MH EX RIM=970.39 PROP RIM=971.03 MAKE CONNECTION TO EXISTING 8" WATER MAIN W/GV & VALVE BOX, COORD. W/ CITY 24" CONC. SPLASH BLOCK FOR OVERFLOW ROOF DRAINS. COORD. FINAL LOCAITON W/MECH'L, TYP. DOWNSPOUT CONNECTION, SEE DETAILS RIM=+/-978.72 INV=974.72 17 LF 6" SCH40 PVC @ 5.35% (PRIVATE) 10"X6" WYE IE(10")=973.56 IE(6")=973.81 AD-CB 25A RIM=982.53 ALL FINAL UTILITY SIZES, MATERIALS, LOCATION, AND CONNECTIONS TO BE VERIFIED BY A MECHANICAL ENGINEER AND COORDINATED WITH CIVIL PRIOR TO CONSTRUCTION. REMOVE ALL EXISTING PRIVATE UTILITY SERVICES PER UTILITY COMPANY AND CITY STANDARDS INSTALL 25 LF 4" DT BELOW CLASS V LAYER, TYP. INSTALL 25 LF 4" DT BELOW CLASS V LAYER, TYP. INSTALL 24" CASING PIPE AROUND WATER MAIN COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SEE SHEET C4.0 FOR GENERAL UTILITY NOTES REVISION SUMMARY DATE DESCRIPTION C4.1 UTILITY PLAN - NORTH 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 22 9 [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [15]. Utility Easement Per Doc. No. 11168727 N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKTO N L A N E (A Public R / W ) [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t 15" RCP Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS HYD & GV, TYP. 25 LF 15" SCH40 STORM @ 2.00% (PRIVATE) 96 LF 12" SCH40 PVC STORM @ 0.50% (PRIVATE) 78 LF 12" SCH40 PVC STORM @ 0.50% (PRIVATE) 80 LF 15" RCP STORM @ 0.50% (PRIVATE) 72 LF 15" RCP STORM @ 3.54% (PRIVATE) 117 LF 15" SCH40 STORM @ 2.97% (PRIVATE) 134 LF 12" SCH40 PVC STORM @ 0.50% (PRIVATE) CBMH 29 RIM=979.32 IE=975.32 CBMH 28 RIM=979.99 IE=974.65 MH 27 RIM=983.20 IE (NW)=978.87 IE (E/W)=974.17 MH 26 RIM=982.48 IE (E)=977.76 IE (W)=979.39 IE (S)=979.59 IE (NW/SE)=973.78 CBMH 25 RIM=980.10 IE (W)=975.00 IE (E)=975.60 IE(N/SE)=973.38 CB 25A RIM=979.95 IE=975.50 CBMH 24C RIM=978.46 IE=973.34 CO, PER DETAIL STO-23, TYP. MAKE CONNECTION TO EXISTING 8" WATER MAIN W/GV & VALVE BOX, COORD. W/ CITY RECONSTRUCT EX. SAN MH CASTING EX RIM=975.91 PROP RIM=975.12 TRENCH DRAIN 26A RIM=982.38 BOT=980.38 IE=977.88 ACO KS100 W/ADA STAINLESS GRATE, OR EQUIVALENT. COORD. W/ POOL DESIGNER 6 LF 6" PVC SCH. 40 STORM @ 2.00% 10" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=978.00 80 LF 10" SCH40 PVC STORM @ 5.83% (PRIVATE) 80 LF 12" SCH40 PVC STORM @ 2.08% (PRIVATE) 12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/ MECH'L STUB IE=975.00 GV AND VALVE BOX 8" C900 PVC WATER MAIN (PUBLIC) 6" C900 PVC WATER MAIN (PRIVATE) 6" DOMESTIC WATER SERVICE, STUB TO WITHIN 5' FROM BUILDING. (PRIVATE) 24" CONC. SPLASH BLOCK FOR OVERFLOW ROOF DRAINS. COORD. FINAL LOCAITON W/MECH'L, TYP. IE(6")=973.81 DOWNSPOUT CONNECTION, SEE DETAILS RIM=+/-980.89 INV=976.89 115 LF 6" SCH40 PVC STORM @ 3.09% (PRIVATE) AD-CB 25A RIM=982.53 IE=978.70 12" NYLOPLAST WITH 12" PED. GRATE 86 LF 6" SCH40 PVC STORM @ 3.60% (PRIVATE) 17 LF 6" SCH40 PVC STORM @ 2.00% (PRIVATE) 18 LF 6" SCH40 PVC STORM @ 3.09% (PRIVATE) 6"X6" WYE IE(6")=977.82 AD-CB 25B RIM=982.42 IE=979.04 8" INLINE DRAIN WITH 18" PED. GRATE AD-CB 25C RIM=982.40 IE=978.18 8" INLINE DRAIN WITH 18" PED. GRATE ALL FINAL UTILITY SIZES, MATERIALS, LOCATION, AND CONNECTIONS TO BE VERIFIED BY A MECHANICAL ENGINEER AND COORDINATED WITH CIVIL PRIOR TO CONSTRUCTION. REMOVE ALL EXISTING PRIVATE UTILITY SERVICES PER UTILITY COMPANY AND CITY STANDARDS INSTALL 25 LF 4" DT BELOW CLASS V LAYER, TYP. AD-CB 27A RIM=982.29 IE=978.99 8" INLINE DRAIN WITH 8" DOMED GRATE AD-CB 27B RIM=982.29 IE=979.47 8" INLINE DRAIN WITH 8" DOMED GRATE AD-CB 27C RIM=982.29 IE=979.79 8" INLINE DRAIN WITH 8" DOMED GRATE AD-CB 26A RIM=982.29 IE=979.79 8" INLINE DRAIN WITH 8" DOMED GRATE AD-CB 26B RIM=982.37 IE=979.53 8" INLINE DRAIN WITH 8" DOMED GRATE AD-CB 26C RIM=982.37 IE=979.87 8" INLINE DRAIN WITH 8" DOMED GRATE 6 LF 6" SCH40 PVC STORM @ 2.00% (PRIVATE) 24 LF 6" SCH40 PVC STORM @ 2.00% (PRIVATE) 16 LF 6" SCH40 PVC STORM @ 2.00% (PRIVATE) 10 LF 6" SCH40 PVC STORM @ 2.00% (PRIVATE) 17 LF 6" SCH40 PVC STORM @ 2.00% (PRIVATE) 7 LF 6" SCH40 PVC STORM @ 2.00% (PRIVATE) COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION C4.2 UTILITY PLAN - SOUTH 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R SEE SHEET C4.0 FOR GENERAL UTILITY NOTES 23 0 [ 2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 15" RCP 8" P V C 1 5 " P V C 15" PVC 15" PVC 36" R C P 10 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 4 + 0 7 8" C900 PVC WATER MAIN (PUBLIC) DRAINAGE AND UTILITY EASEMENT MAKE CONNECTION TO EXISTING 8" WATER MAIN W/GV & VALVE BOX, COORD. W/ CITY MAKE CONNECTION TO EXISTING 8" WATER MAIN W/GV & VALVE BOX, COORD. W/ CITY CONNECT TO EXISTING 8" STUB HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=6' 945 950 955 960 965 970 975 980 985 990 995 945 950 955 960 965 970 975 980 985 990 995 10+00 11+00 12+00 13+00 14+00 14+60 EXISTING GRADE, TYP. PROPOSED GRADE, TYP. 7.5' MIN. COVER STORM SEWER CROSSING, PROVIDE 18" SEPARATION AT CROSSING, INSULATE TYP. STORM SEWER CROSSING, MAINTAIN 18" MIN. SEPARATION 8" C900 P V C W A T E R M A I N GV & V A V L E B O X ST A : 1 0 + 2 2 . 8 7 O S : 0 . 0 0 RI M : 9 8 5 . 5 6 11 . 2 5 ° B E N D ST A : 1 0 + 6 9 . 9 6 O S : 0 . 0 0 8" X 6 " T E E ST A : 1 1 + 6 2 . 1 6 O S : 0 . 0 0 8" X 8 " T E E ST A : 1 2 + 8 4 . 2 6 O S : 0 . 0 0 45 ° B E N D ST A : 1 3 + 0 0 . 8 3 O S : 0 . 0 0 45 ° B E N D ST A : 1 3 + 1 4 . 9 8 O S : 0 . 0 0 8" X 6 " T E E ST A : 1 3 + 2 0 . 9 2 O S : 0 . 0 0 GV & V A V L E B O X ST A : 1 3 + 8 0 . 7 6 O S : 0 . 0 0 RI M : 9 6 1 . 3 7 CONNECT TO EXISTING 8" STUB PUBLIC WATER MAIN PROFILE STORM SEWER CROSSING, MAINTAIN 18" MIN. SEPARATION 30 LF - 24" STEEL CASING PIPE (0.375"). BACKFILL W/SAND. CASING SPACEERS SHALL BE CCI PIPING SYSTEMS MODEL CSS8 SPACED 1-2 FEET ON EACH SIDE OF THE BELL JOINT AND ON EVERY 6-8 FEET APART THEREAFTER FOR A TOTAL OF 3 CASING SPACERS PER 20' OR 14' CARRIER PIPE JOINT. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION C4.3 PUBLIC WATER MAIN - PLAN AND PROFILE 0 1" = 30'-0" 30'-0"15'-0" N Know what's below. before you dig.Call R SEE SHEET C4.0 FOR GENERAL UTILITY NOTES 23 1 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 6" 3' - 6 " 3' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N ACCESSIBLE SIGN & CHANNEL POST - LOT LOCATION N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE GROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1" FROM TOP ADJACENT PVMT. - MATERIAL VARIES, SEE PLAN & DETAILS SLOPE TOP OF FOOTING AWAY FROM BASE, TYP. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1 COAT ANTI-RUST PRIMER PRIMER 3-3/16", 2 LBS./FT., COMMERCIAL GRADE, GALVANIZED STEEL "CHANNEL" STYLE SIGN POST METAL SIGN(S) ACCORDING TO MN STATE CODE, PROVIDE SHOP DRAWING OF SIGN MODEL GALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDE REINFORCING PLATE AT EACH BOLT LOCATION (3"X3") TRIM POST TO BELOW TOP OF SIGN 6" 14" THICK, COMMERCIAL GRADE THERMOPLASTIC POLYETHYLENE PROTECTIVE SLEEVE, PER IDEAL SHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED. PROVIDE COLOR SELECTION OPTIONS CUT TOP OF POLYETHYLENE SLEEVE TO ACCOMMODATE CHANNEL POST (ON-SITE) COMMERCIAL GRADE CONSPICUITY MARKINGS (TAPE), 3M DIAMOND GRADE SERIES 973, OR SIMILAR COMPACTED AGG., TYP. 6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITH ANTI-RUST PRIMER CONC. FOOTING, SONOTUBE® FORM RECOMMENDED NO PARKING TO BE USED IN FRONT OF STRIPED ACCESS AISLE 3 ACCESSIBLE PARKING PAVEMENT MARKING N T S NO PARKING NOTE: 1. ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2. VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3. SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 8' MIN. 8' MIN. 8' MIN. PE R C I T Y CO D E 4 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A) BASE (B) AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 1 LIGHT DUTY 1.5" 2.0" 8.0" HEAVY DUTY 2.0" 2.0" 10.0" FINISHED GRADE NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 4. IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD- NO FIBER N T S (PRIVATE PROPERTY) SAW CUT JOINT, SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC "A" CONCRETE AS SPECIFIED "B" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK PAVEMENT DESIGN TYPE CONC. (A) AGG.(B) CURING: 1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW. 2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL. 3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. JOINT DEPTH T/4 2 WALKS 5.0"6.0" CONC. PVMT.7.0"6.0" 20" FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS 6" 6" RIBBON CURB N T S ADJ. PVMT. SECTION, OR OTHER MATERIALS, SEE PLAN CONTINUOUS SLOPE CONCRETE "CURB" SLOPE ACROSS CURB 3 4" PER 1'-0" ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR OTHER MATERIALS, SEE PLAN COMPACTED CLASS 5 AGGREGATE BASE, SEE SOIL REPORT FOR DEPTH, 6" MIN. COMPACTED SUB-BASE, NATIVE SOIL OR AS PER SOILS REPORT RECOMMENDATIONS FINISHED GRADE 7" 5 23 2 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.1 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 23 3 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.2 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 23 4 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.3 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 4" PVC DRAIN TILE UNDER PAVED SURFACES N T S 8" PAVEMENT BASEAGGREGATE BASEMNDOT FINE FILTER AGGREGATE 3149.2J 4" PERFORRATED PVC PER MNDOT 3278 W/ FABRIC SOCK GEOTEXTILE FABRIC MNDOT 3733, TYPE 1 ON SIDES AND BOTTOM ONLY STABILIZED SUBGRADE NOTE: FOR USE WITH CLAY SUBGRADES OR IN AREAS WITH LESS THAN 4 VERTICAL FEET OF FILL IF USING GRANULAR SUBGRADES. 1 DOWNSPOUT TO PIPE CONNECTION N T S VA R I E S BUILDING DOWNSPOUT REFER TO ARCH'L 6" SLOTTED DRAIN CAP COMPACTED SOIL 6" PVC SEWER RISER PIPE (LENGTH AS REQUIRED) 6 PVC LONG RADIUS 14 BEND SEWER ELBOW 6" PVC SEWER PIPE CRUSHED AND COMPACTED STONE FINISHED GRADE FINISHED GRADE IF PVMT. 2" 2" AIR GAP 2 PIPE BOLLARD - EMBEDDED N T S 12" DIA. 48 " 48 " 6" MIN. BEHIND CURB OR ADJ. TO WALK, SEE PLAN FOR DIMS. FILL W/ CONC. "IDEAL SHIELD" PLASTIC COVER OVER ENTIRE BOLLARD 6" DIA. SCH 40 STEEL PIPE DOUBLE PRIME PRIOR TO COVER INSTALLATION MATERIALS VARY - SEE PLANS 12" POURED-IN-PLACE CONC. FOOTING. COMPACT SUBGRADE 6" 3 23 5 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R C5.4 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 23 6 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 15" RCP Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITS CONSTRUCTION LIMITS CRUSHED COMPACTED GRANITE SURFACE GARDEN SOIL (GARDEN BOX IN-FILL) SOD, TYP. SOD, TYP. ROCK MULCH, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . LOW MAINTENANCE NO-MOW SEED MIX, TYP. LOW MAINTENANCE NO-MOW SEED MIX, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. SOD, TYP. SOD, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP.SOD, TYP. SOD, TYP. LOW MAINTENANCE NO-MOW SEED MIX, TYP. SHREDDED CEDAR MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. LOW MAINTENANCE NO-MOW SEED MIX, TYP. LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK"ROCK MAINTENANCE STRIP, TYP. ROCK MAINTENANCE STRIP, TYP. ROCK MAINTENANCE STRIP, TYP. FOREVER LAWN BOCCE BALL ARTIFICIAL TURF, TYP. DOG RUN ARTIFICIAL TURF, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. SOD, TYP. EDGING, TYP. LOW MAINTENANCE NO-MOW SEED MIX, TYP. SYMBOL COMMON / BOTANICAL NAME SIZE GROUND COVERS CRUSHED GRANITE SURFACE / CRUSHED GRANITE SURFACE 1/4" COMPACTED CRUSHED GRANITE, SEE DETAIL. PROVIDE EDGING AS SHOWN ON LANDSCAPE PLAN. Mulch FOREVER LAWN BOCCE BALL GRASS / FOREVER LAWN BOCCE BALL GRASS BOCCE BALL GRASS ARTIFICIAL TURF BY FOREVER LAWN. SEE CONSTRUCTION DETAIL FOR SPECIFICATIONS. Mulch FOREVER LAWN K9GRASS CLASSIC ARTIFICIAL / FOREVER LAWN K9GRASS CLASSIC ARTIFICIAL TURF PROVIDE FOREVERLAWN K9GRASS CLASSIC ARTIFICIAL TURF OR EQUIVALENT.Synthetic Turf SHOOTING STAR NO MOW FINE FESCUE MIX / NO MOW SEED MIX Seed Mix POTTING SOIL / POTTING SOIL COMMERCIAL GRADE, MIXED GARDEN SOIL Sod ROCK MAINTENANCE STRIP / ROCK MAINTENANCE STRIP 1.5" DECORATIVE SCREENED ROCK/STONE INSTALLED 3" DEEP OVER GEOTEXTILE FABRIC, GREY TRAP ROCK, SAMPLES REQ. PROVIDE EDGING AS SHOWN ON LANDSCAPE PLAN. Mulch 1.5" SCREENED ROCK/STONE MULCH, 3" DEEP / ROCK MULCH 1.5" SCREENED DECORATIVE ROCK/STONE MULCH 3" DEEP OVER GEOTEXTILE FABRIC, PROVIDE SAMPLES. INSTALL W/EDGING AS SHOWN ON LANDSCAPE PLAN. Mulch SHREDDED CEDAR MULCH / SHREDDED CEDAR MULCH DOUBLE SHREDDED CEDAR MULCH INSTALLED 3" DEEP ON GRADED, WEED FREE, & PREPARED SOIL. PROVIDE EDGING AS REQ. ON LANDSCAPE PLAN. Mulch SOD / SOD BLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ON PREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4% ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLL PREFERRED FOR LARGER AREAS. Sod PLANT SCHEDULE L1.0 LANDSCAPE PLAN - OVERALL COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R 1. THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2. CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS.. POLLINATOR SAFE PLANT MATERIAL: LANDSCAPE NOTES: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES LANDSCAPE PLAN LEGEND (SHEETS L1.0-L1.2): EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS. SEE SHEET L1.3 FOR PLANT SCHEDULE CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS. 3. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 4. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. MULCH SCHEDULE AREA MULCH TYPE EDG ING FAB RIC REMARKS TREE RINGS 3" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.3 PLANTING BEDS (WHERE SHOWN ON PLAN) 3" DEPTH, ROCK MULCH 3" DEPTH, SHREDDED CEDAR YES NO SEE LANDSCAPE PLAN MAINT. STRIP AT FENCE LOCATIONS & OTHER AREAS (WHERE SHOWN ON PLAN) 3" DEPTH, 1-1/2"YES NA SEE DETAIL SHT. L1.3 SEED AREAS SHOOTING STAR NO-MOW FINE FESCUE SEED MIX / NO MOW SEED MIX NO NO RAISED PLANTER WALK SURFACE CRUSHED GRANITE SURFACE - 14" COMPACTED CRUSHED GRANITE YES NO RAISED PLANTERS POTTING SOIL / COMMERCIAL GRADE, MIXED GARDEN SOIL NO NO NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL MATERIALS 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 3. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 4. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 5. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 6. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 7. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 8. IRRIGATION WATER LINE CONNECTION SIZE IS 1- 12" AT BUILDING. VERIFY WITH MECHANICAL PLANS. 9. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 10. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 11. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 12. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 13. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 14. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 15. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 16. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 17. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 18. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 19. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 20. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 21. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 22. USE SCREENS ON ALL HEADS. 23. A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 24. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 25. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 26. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. IRRIGATION NOTES: 1. A SIMILAR PROJECT WAS PREVIOUSLY APPROVED FOR THIS SITE. THIS PLAN PROPOSES MATCHING THOSE LANDSCAPE REQUIREMENTS, SHOWN BELOW: LANDSCAPE PLAN CALCULATIONS: LANDSCAPE REQUIREMENTS DECIDUOUS TREES EVERGREEN TREES ORNAMENTAL TREES SHRUBS PERENNIALS & GRASSES REMARKS PREVIOUS PROJECT REQUIRED 143 0 0 485 128 CURRENT PROJECT PROVIDED 143 2 3 494 990 DELTA 0 3 9 862 23 7 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 8" P V C 1 5 " P V C CO O K L A K E 36" R C P NO PA R K I N G CONSTRUCTION LIMITS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITS 49 - CI 81 - CA2 2 - GI 5 - BF 1 - RM 1 - RM CRUSHED COMPACTED GRANITE SURFACE GARDEN SOIL (GARDEN BOX IN-FILL) SOD, TYP. SOD, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . LOW MAINTENANCE NO-MOW SEED MIX, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP.SOD, TYP. SOD, TYP. LOW MAINTENANCE NO-MOW SEED MIX, TYP. SHREDDED CEDAR MULCH, TYP. ROCK MULCH, TYP. LOW MAINTENANCE NO-MOW SEED MIX, TYP. LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" 4 - SS6 - SH 13 - CK2 4 - SH 8 - PD2 1 - TT 3 - HJ2 3 - PD 3 - HJ2 1 - TT 4 - MM 6 - PL 6 - RH 6 - PL 6 - MM 8 - PN 1 - JM2 5 - HJ2 3 - SS 3 - PD 5 - HJ2 1 - JM2 6 - SS 8 - MM 9 - MM 15 - MM4 - PN1 - JM28 - CA2 6 - CK2 2 - MM 5 - CA2 1 - JM21 - JM2 7 - MM 8 - CA2 6 - CK2 2 - MM5 - CA2 1 - JM2 1 - JM210 - MM 2 - JM2 3 - HJ2 3 - HJ2 5 - PD 3 - HJ26 - PD 3 - HJ2 1 - JM2 7 - PN 6 - CA2 11 - NW2 7 - CE2 8 - HS 7 - CA2 14 - NW2 3 - SS10 - EP8 - CE2 13 - HS 5 - CA2 10 - NW2 3 - CA2 5 - NW2 6 - CK2 1 - JM2 9 - MM 1 - JM2 3 - HJ2 5 - PD 3 - HJ2 7 - PL 8 - RH7 - PL 4 - SS 12 - CK2 10 - CK211 - PL 10 - EP 7 - CE27 - HS ROCK MAINTENANCE STRIP, TYP. ROCK MAINTENANCE STRIP, TYP. 98 - CK2 5 - BF 3 - BS2 3 - BS2 1 - GI 1 - GI 5 - BF 3 - BA 1 - GI 1 - GI 14 - PP 18 - PP 3 - PP 5 - PP 3 - PP1 - RM2 - BS21 - RM2 - BS21 - RM DOG RUN ARTIFICIAL TURF, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. 1 - MD 3 - MD6 - PMD 3 - PMD 6 - PMD 3 - PMD 3 - PMD 7 - CE2 25 - RH 7 - CE2 5 - CE2 15 - PL 14 - EP 17 - PD2 14 - CE2 15 - RH 9 - EP 8 - PL 9 - PD2 SOD, TYP. 6 - CK2 6 - PL 18 - RH3 - CE2 3 - CE24 - SD 3 - CE2 EDGING, TYP. LOW MAINTENANCE NO-MOW SEED MIX, TYP. L1.1 LANDSCAPE PLAN - NORTH COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES SEE SHEET L1.3 FOR PLANTING SCHEDULE REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R 23 8 BROCKT O N L A N E (A Public R / W ) 15" RCP Bitumino u s P a t h 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS 7 - RO 7 - BA 1 - SB 2 - SB 3 - BF 1 - BF 1 - BF 2 - GI 1 - GI1 - GI 1 - RM 1 - RM 1 - RM SOD, TYP. ROCK MULCH, TYP. LO W M A I N T E N A N C E T U R F SE E D M I X , T Y P . LOW MAINTENANCE NO-MOW SEED MIX, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. ROCK MULCH, TYP. SOD, TYP. SOD, TYP. ROCK MULCH, TYP. LANDSCAPE WORK "ON GRADE" LANDSCAPE WORK "ON ROOF DECK" 6 - SH 4 - SH 1 - TT 3 - HJ2 3 - PD 3 - HJ2 1 - TT 4 - MM 6 - PL 6 - RH 6 - PL 3 - CA2 1 - JM2 1 - JM2 7 - NW2 3 - SS 7 - EP 5 - CE2 3 - SS7 - EP 7 - CE23 - CA2 1 - JM2 6 - NW2 7 - MM 1 - JM2 1 - JM2 3 - HJ2 3 - HJ2 5 - PD 6 - PL 9 - RH 6 - PL 3 - SS 7 - EP 6 - CE2 1 - TT3 - HJ23 - PD3 - HJ2 1 - TT 6 - PL6 - RH 6 - PL 1 - TT3 - HJ2 3 - PD 3 - HJ2 1 - TT 6 - PL6 - RH6 - PL 4 - JM2 32 - PL 14 - HS 14 - HJ 32 - CK2 1 - JM2 7 - MM 5 - HJ2 4 - PD 5 - HJ2 1 - JM2 1 - JM2 9 - MM 1 - JM2 3 - HJ2 3 - HJ2 4 - PD 1 - JM2 9 - CA2 1 - JM2 16 - MM 4 - SS 6 - CK2 1 - JM23 - HJ2 3 - PD3 - HJ2 1 - JM2 9 - CA2 1 - JM2 10 - HS 23 - TN 1 - JM2 5 - HJ2 8 - MM 4 - PD 5 - HJ2 1 - JM2 3 - SS 6 - PN 3 - PN 6 - CK2 6 - MM 8 - PN 1 - JM2 5 - HJ2 3 - SS 3 - PD 5 - HJ2 8 - CE2 6 - PO 8 - JM2 1 - RM 1 - RM 2 - PA 9 - CK2 ROCK MAINTENANCE STRIP, TYP. 1 - GI 1 - GI 4 - TP 8 - PD2 10 - RH 8 - SH 10 - PL 11 - CE210 - HS FOREVER LAWN BOCCE BALL ARTIFICIAL TURF, TYP. 5 - RB 3 - BF 3 - RO 3 - RO 1 - GI 1 - GI 1 - GI 3 - GI 4 - RM 14 - PP 18 - PP 5 - PP 5 - PP 2 - PP 2 - PP EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP. EDGING, TYP.1 - MD 3 - PMD 14 - CE2 15 - RH 8 - PL 9 - PD2 6 - CK2 6 - PL 18 - RH3 - CE2 3 - CE24 - SD 3 - CE2 EDGING, TYP. 28 - MM 18 - MM LOW MAINTENANCE NO-MOW SEED MIX, TYP. L1.2 LANDSCAPE PLAN - SOUTH COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION 0 1" = 20'-0" 20'-0"10'-0" N Know what's below. before you dig.Call R SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES SEE SHEET L1.3 FOR PLANTING SCHEDULE 23 9 CODE QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY DECIDUOUS TREES RM 12 Northwood Red Maple / Acer rubrum `Northwood`2.5" Cal. B&B NATIVE CULTIVAR N RB 5 River Birch / Betula nigra 2.5" CAL. B&B NATIVE N BS2 10 Shiloh Splash River Birch / Betula nigra 'Shiloh Splash'2.5" CAL. B&B NATIVE CULTIVAR N BF 23 Dakota Pinnacle® Asian White Birch / Betula platyphylla 'Fargo'2.5" CAL. B&B NOT NATIVE N GI 13 Skyline® Honey Locust / Gleditsia triacanthos inermis 'Skycole'2.5" CAL. B&B NOT NATIVE N PP 57 Prairie Gold® Quaking Aspen / Populus tremuloides 'NE Arb'2.5" CAL. B&B NATIVE CULTIVAR N RO 13 Red Oak / Quercus rubra 2.5" Cal. B&B NATIVE N BA 10 Boulevard Linden / Tilia americana `Boulevard`2.5" Cal. B&B NOT NATIVE N 143 SUBTOTAL: EVERGREEN TREES PA 2 Algonquin Pillar Swiss Stone Pine / Pinus cembra 'Algonquin Pillar'6` HT. B&B NOT NATIVE N 2 SUBTOTAL: ORNAMENTAL TREES SB 3 Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`#20 CLUMP NATIVE CULTIVAR Y 3 SUBTOTAL: CODE QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY SHRUBS CA2 152 Arctic Fire Red Twig Dogwood / Cornus sericea 'Farrow' TM 5 GAL.NATIVE CULTIVAR Y CI 49 Isanti Red Twig Dogwood / Cornus sericea 'Isanti'5 GAL.NATIVE Y HJ2 84 Little Lime® Panicle Hydrangea / Hydrangea paniculata 'Jane'#5 CONT NATIVE Y HJ 14 Kalm St. Johnswort / Hypericum kalmianum 2 GAL. JM2 40 Medora Juniper / Juniperus scopulorum `Medora`#5 CONT NOT NATIVE N MD 4 Russian Cypress / Microbiota decussata #5 CONT NOT NATIVE N PO 6 Yellow Ninebark / Physocarpus opulifolius `Dart`s Gold`#5 CONT NATIVE CULTIVAR Y PD 48 Little Devil™ Dwarf Ninebark / Physocarpus opulifolius 'Donna May'#5 CONT NATIVE CULTIVAR Y PN 28 Bird`s Nest Spruce / Picea abies `Nidiformis`#5 CONT Pot SS 36 Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONT NOT NATIVE Y TN 23 Nova Japanese Yew / Taxus cuspidata `Nova`#5 CONT NOT NATIVE N TT 6 Taunton`s Yew / Taxus x media `Tauntonii`#5 CONT NOT NATIVE N TP 4 Pyramidal Arborvitae / Thuja occidentalis 'Pyramidalis'#5 CONT NATIVE CULTIVAR N 494 SUBTOTAL: GRASSES CK2 210 Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster'#1 CONT CE2 103 Hameln Fountain Grass / Cenchrus alopecuroides 'Hameln'#1 CONT NOT NATIVE N MM 165 Graziella Eulalia Grass / Miscanthus sinensis 'Graziella'#1 CONT NOT NATIVE N PD2 42 Dwarf Purple Fountain Grass / Pennisetum setaceum 'Dwarf Rubrum'#1 CONT NOT NATIVE N SH 18 Prairie Dropseed / Sporobolus heterolepis #1 CONT NOT NATIVE N 538 SUBTOTAL: PERENNIALS EP 64 Pixie Meadowbrite® Purple Coneflower / Echinacea x 'CBG Cone 2'#1 CONT NATIVE CULTIVAR Y PMD 21 Pardon Me Daylily / Hemerocallis x `Pardon Me`#1 CONT NOT NATIVE Y HS 62 Stella Supreme Daylily / Hemerocallis x 'Stella Supreme'#1 CONT NATIVE Y NW2 53 Walkers Low Catmint / Nepeta x faassenii `Walkers Low`#1 CONT NOT NATIVE Y PL 145 Little Spire Russian Sage / Perovskia atriplicifolia `Little Spire`#1 CONT RH 103 Black-eyed Susan / Rudbeckia hirta #1 CONT NATIVE Y SD 4 Dazzelberry Stonecrop / Sedum x `Dazzleberry`#1 CONT Y 452 SUBTOTAL: PLANT SCHEDULE L1.3 LANDSCAPE PLAN NOTES & DETAILS COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R SEE SHEET L1.0 FOR GENERAL LANDSCAPE NOTES DRAWN @ ? size PERENNIAL BED PLANTING N T S PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. SIZE VARIES SEE LANDSCAPE PLAN MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 6 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 2 DRAWN @ ? size DECIDUOUS & CONIFEROUS TREE PLANTING ON SLOPE N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) STAKING REQUIRED - TWO 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT OPPOSITE EACH OTHER - ONE UP HILL ONE DOWN HILL. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE, ENSURE ROOT CROWN IS AT FINISH ELEV. MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK FINISH GRADE - 3:1 SLOPE SHOWN FOR REFERENCE, SEE GRADING & LANDSCAPE PLANS FOR PROPOSED SITE CONDITIONS. TREES SHALL NOT BE PLANTED ON SLOPES GREATER THAN 3:1. REMOVE WIRE BASKET IF PRESENT. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY VERTICAL SIDES OF PLANTING HOLE REQUIRED TO MINIMIZE SLOPE DISRUPTION BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL, DESIGN OF BEDS OR OVERALL PLANT PLACEMENT, AND SLOPE. CONSTRUCT SOIL WATERING RING AROUND TREE ENSURE ROOT BALL "SHOULDER" IS COMPLETELY BURIED IN GROUND AND/OR NEW WATERING RING SOIL ROOT BALL + 12" PER SIDE COORDINATE BETWEEN THIS DETAIL AND STANDARD PLANTING DETAILS, MODIFY PLANTING AS NEEDED 5 THREE TIMES WIDTH OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 4 FINISHED GRADE 18" - VERIFY W/ PLAN DRAWN @ ? size AGGREGATE MAINTANENCE STRIP N T S SLOPE - MIN. 2%, MAX. 5:1 VERIFY W/ GRADING PLAN FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED COMPACTED SUBGRADE 1 22 " 2' - 3 . 5 " 4' - 5 . 5 " 6X6 TIMBER GARDEN BOX N T S NOTE:1.ALL LUMBER TO BE PREMIUM GRADE ARSENIC-FREE, "GREEN", PRESSURE TREATED 2.SPECIALTY PLANTING SOIL MUST BE THOROUGHLY MIXED. "LAYERING" OF MATERIALS WILL NOT BE PERMITTED3.MANURE/COMPOST MUST BE SOURCED FROM MIN. 3 DIFFERENT MANUFACUTERS/TYPES (IE COW MANURE COMPOST + MUSHROOM COMPOST + VEGETATIVE WASTE COMPOST). CONTRACTOR SHALL NOT USE COMPOST FROM MUNICIPAL SOURCES. ONLY "COMPOSTED" MATERIALS SHALL BE USED, NO "RAW" MATERIALS SHALL BE PERMITTED. 4.CONTRACTOR MAY SUGGEST ALTERNATE MATERIALS AND CONSTRUCTION TECHNIQUES SUBJECT TO OWNER AND LANDSCAPE ARCHITECT REVIEW AND APPROVAL. 8'-5.5" LAWN/FIN. GRADE BURY GARDEN BOX 1 TIMBER BELOW EXIST. FIN. GRADE AT HIGHEST POINT FILL WITH SPECIALTY PLANTING MIX: 1/3 TOPSOIL 1/3 COURSE SAND 1/3 MANURE/COMPOST SIDES: 6X6 TIMBERS (NOMINAL5.5"X5.5") LINE ENTIRE BOX WITH WATER PERMEABLE NON-WOVEN GEO-TEXTILE, STABLESECURLY TO INSIDE OF BOX AND STAKE TO GROUND W/ LANDSCAPE STAPLES FASTEN SIDES W/ #2 REBAR, TYP. 7'-6.5" 4' - 5 . 5 " LEVELED/COMPACTED CLASS 5 AGGREGATE UNDER TIMBERS LEVELED/COMPACTED CLASS 5 AGGREGATEUNDER TIMBERS 1'-6" 3 24 0 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 15" RCP Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P CONSTRUCTION LIMITS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASINS TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION ENTRANCE SOLID WASTE WASHOUT AREA. CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE. DIRECT ALL WASH WATER INTO A LEAK PROOF CONTAINER. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONSTRUCTION ENTRANCE COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 REVISION SUMMARY DATE DESCRIPTION 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF CORCORAN EROSION CONTROL NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. SITE CONTRACTOR SHALL COORDINATE WITH THE OVERALL DEVELOPMENT CONTRACTOR TO TRANSFER MPCA NPDES PERMIT COVERAGE FOR THIS LOT. 24 1 We t L a n d P e r P l a t Corner Falls in Water. No Monument Found or Set. [2 0 ] . D r a i n a g e & U t i l i t y E a s e m e n t p e r P l a t [1 6 ] . U t i l i t y E a s e m e n t Pe r D o c . N o . A 1 0 0 2 7 4 8 2 [2 0 ] . D r a i n a g e & U t i l i t y Ea s e m e n t P e r P l a t [15]. Utility Easement Per Doc. No. 11168727 [20 ] . D r a i n a g e & U t i l i t y Eas e m e n t p e r P l a t N0 9 ° 1 4 ' 3 8 " E 1 0 3 . 8 5 N 0 2 ° 4 8 ' 3 3 " W 2 7 4 . 2 5 N88°50'44"E 287.96 N0 1 ° 0 9 ' 1 6 " W 1 3 1 . 1 6 S5 5 ° 3 7 ' 1 1 " E 2 0 7 . 1 7 S0 1 ° 0 9 ' 1 6 " E 4 2 9 . 7 2 S88°50'44"W 93.42 S33 ° 5 7 ' 2 7 " W 6 7 . 0 0 103. 6 6Δ=2 1 ° 1 2 ' 4 4 " R=2 8 0 . 0 0 N77°15'1 7 " W 1 9 0 . 7 5 50.98 Δ=8°51'03" R=330.00 6.26 N86°06'20"W BROCKT O N L A N E (A Public R / W ) [2 3 ] . W e t l a n d B u f f e r E a s e m e n t pe r D o c N o . 1 1 1 6 2 5 1 4 [20]. Drainage & Utility Easement per Plat [20]. Dr a i n a g e & U t i l i t y Easeme n t p e r P l a t [2 3 ] . W e t l a n d B u f f e r Ea s e m e n t p e r D o c No . 1 1 1 6 2 5 1 4 15" RCP Bitumino u s P a t h 8" P V C 1 5 " P V C 15" PVC 15" PVC 15" P V C 24" R C P 30" R C P 15 " R C P CO O K L A K E 36" R C P UP UP UP NO PA R K I N G CONSTRUCTION LIMITS 150' STBK. LINE FROM OHW CONSTRUCTION LIMITS CONSTRUCTION LIMITS INLET PROTECTION AT EXISTING CATCH BASINS TO REMAIN, TYP INLET PROTECTION AT EXISTING CATCH BASIN TO REMAIN, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONSTRUCTION ENTRANCE INLET PROTECTION AT PROPOSED CATCH BASINS, TYP INLET PROTECTION AT PROPOSED CATCH BASINS, TYP SOLID WASTE WASHOUT AREA. CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE. DIRECT ALL WASH WATER INTO A LEAK PROOF CONTAINER. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) CONSTRUCTION ENTRANCE PROVIDE INLET PROTECTION FOR TRENCH DRAIN COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.1 SWPPP - PROPOSED CONDITIONS 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF CORCORAN EROSION CONTROL NOTES: SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET 1137 REVISION SUMMARY DATE DESCRIPTION 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, MAINTENANCE AND COMPLIANCE WITH THE PERMIT. SWPPP NOTES: ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 0 1" = 40'-0" 40'-0"20'-0" N Know what's below. before you dig.Call R SITE CONTRACTOR SHALL COORDINATE WITH THE OVERALL DEVELOPMENT CONTRACTOR TO TRANSFER MPCA NPDES PERMIT COVERAGE FOR THIS LOT. 24 2 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.2 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION 24 3 SW1.3 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 AREAS AND QUANTITIES: NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. REVISION SUMMARY DATE DESCRIPTION 10/10/2025 ADDENDUM #2 UNITED PROPERTIES 250 NICOLLET MALL, SUITE 500 MINNEAPOLIS, MN 55401 DAVE YOUNG 952-837-8667 DAVE.YOUNG@UPROPERTIES.COM PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF AN EXISTING UNDEVELOPED SITE INTO A MULTIFAMILY BUILDING, SITE, GRADING, UTILITY, AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS PROVIDED IN THESE PLANS. INFILTRATION NARRATIVE: INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECT'S PERMANENT STORM WATER MANAGEMENT SYSTEM DUE TO THE TYPES OF SOILS PRESENT. THE SOILS PRESENT ARE CONSIDERED HYDROLOGIC SOIL GROUP "D" AND ARE NOT CONDUCIVE TO INFILTRATION. FILTRATION WILL BE PROVIDED IN LIEU OF INFILTRATION. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO COOK LAKE AND IS NOT IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THESTORMWATER MANAGEMENT SYSTEM WAS DESIGNED AND CONSTRUCTED AS PART OF THE OVERALL DEVELOPMENT. THE HOA WILL BE RESPONSIBLE TO MAINTAIN THE STORMWATER SYSTEM. SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 1/3/2025 EXPIRATION: 5/31/2028 1 1 24 4 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.4 SWPPP - ATTACHMENTS ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT SOILS INFORMATION GENERAL SITE INFORMATION (5.1) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (5.5) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. ·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. ·LOCATIONS OF AREAS NOT TO BE DISTURBED. ·LOCATION OF AREAS OF PHASED CONSTRUCTION. ·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. ·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML NO IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? N/A IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT: INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION / REGIONAL PONDING CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8) IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (SECTION 8.1) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS. SEDIMENT CONTROL PRACTICES (SECTION 9.1) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND. 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? N/A IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14. PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS. DEWATERING AND BASIN DRAINING (SECTION 10.1) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? N/A 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT. N/A INSPECTIONS AND MAINTENANCE (SECTION 11.1) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: ·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND ·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (25.22) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22): CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL. 3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S: REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF. REVISION SUMMARY DATE DESCRIPTION PROJECT LOCATION ADDRESS 7330 BROCKTON LANE CITY/TOWNSHIP CORCORAN STATE MN COUNTY HENNIPEN ZIP CODE 55340 PROJECT SIZE XX.X ACRES LATTITUDE/LONGITUDE OF APPROX. CENTROID OF PROJECT 45.088926 N, 93.522920 W METHOD OF LAT/LONG COLLECTION ONLINE TOOL PROJECT TYPE RESIDENTIAL IMPERVIOUS SURFACES (ACRES) EXISTING 0.0 PROPOSED 2.7 DIFFERENCE 2.7 ESTIMATED CONSTRUCTION TIMELINE START JUNE 2026 END NOVEMBER 2027 CONSTRUCTION ACTIVITY MULTIFAMILY DEVELOPEMENT SOIL TYPES LEAN CLAYS, SANDY LEAN CLAYS, CLAYEY SANDS, SAND, AND SILTY CLAY MAP UNIT SYMBOL MAP UNIT NAME L22D2 LESTER LOAM, 10 TO 16 PERCENT SLOPES, MODERATELY ERODED L37B ANGUS LOAM, 2 TO 6 PERCENT SLOPES RECEIVING WATER BODIES WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER (Y/N) IMPAIRED WATER (Y/N) 1 27012000 COOK LAKE LAKE N N 2 3 4 SITE LOCATION MAP - L22D2 L37B L22D2 24 5 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T 2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 06/06/2025 CITY SUBMITTAL 09/12/2025 DOLI SUBMITTAL 09/19/2025 PERMIT SUBMITTAL 10/10/2025 ADDENDUM #2, PUD AMENDMENT PROJECT MANAGER DAVID KNAEBLE CONTACT NUMBER 612-615-0060 X 703 DRAWN BY KB, DK REVIEWED BY DK PROJECT NUMBER 25133 AM I R A O F C O R C O R A N 73 3 0 B R O C K T O N L A N E , C O R C O R A N , M N 5 5 3 4 0 UN I T E D P R O P E R T I E S 25 0 N I C O L L E T M A L L , S U I T E 5 0 0 , M I N N E A P O L I S , M N 5 5 4 0 1 48776 David J. Knaeble LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 09/19/2025 Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 OW N E R SW1.5 SWPPP - ATTACHMENTS ATTACHMENT C - ABOVE-GROUND FACILITY MANAGEMENT SCHEDULE 1. ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. 2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. 3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT). ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FACILITY INFORMATION SITE NAME: SITE ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ ORGANIZATION/COMPANY MAN: _____________________________________________________ DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PM IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: RAINFALL AMOUNT (IF APPLICABLE): ____________ IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE? IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTS NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. EROSION CONTROL REQUIREMENT (SECTION 8.1) 1. ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)? (7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISH SPAWNING RESTRICTIONS) 2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? 3. IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED? 4. ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH, HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALES IF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? 5. DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)? 6. IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP? 7. ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)? COMMENTS: SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1) 1. ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS? 2. ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS? 3. IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION? 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? 4. DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE? 5. IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT? 6. IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION? 7. IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE? 8. IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE? COMMENTS: DISCLOSURES: ·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. ·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY. Y N N/A Y N N/A 7 DAY RAIN Y N MAINTENANCE AND INSPECTIONS (SECTION 11) 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER? 2. ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL? 3. ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS? 4. ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY? 5. ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY? 6. IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS? 7. HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED? 8. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)? IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.). DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND IN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT? COMMENTS: Y N N/A POLLUTION PREVENTION (SECTION 12) 1. ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED? 2. ARE HAZARDOUS MATERIALS BEING PROPERLY STORED? 3. ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES? 4. ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF? 5. IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED? 6. IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN? 7. ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED? COMMENTS: Y N N/A OTHER 1. IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTION SITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS? 2. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED? 3. IS ANY DEWATERING OCCURRING ON SITE? IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT CAUSING EROSION OR SCOUR? 4. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND IN ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)? IF YES, DESCRIBE: 5. IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROM COMPACTION AND SEDIMENTATION? 6. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 7. PROPOSED AMENDMENTS TO THE SWPPP: 8. POTENTIAL AREAS OF FUTURE CONCERN: 9. ADDITIONAL COMMENTS Y N N/A Y N REVISION SUMMARY DATE DESCRIPTION 24 6 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-101 Page 1 of 2 Motion By: Seconded By: APPROVING AN AMENDMENT TO THE APPROVED FINAL PUD DEVELOPMENT PLAN FOR “COOK LAKE HIGHLANDS” AT 7330 BROCKTON LA (PID 25-119-23-14-0026) (CITY FILE 25-022) WHEREAS, Amira Investment LLC (“the applicant”) requested approval of a planned unit development amendment (PUDA) to allow an increased impervious surface coverage on property legally described as follows: Lot 1, Block 2, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof WHEREAS, the Cook Lake Highland development allowed a total of 39.8% impervious surface coverage for the entire project, which is legally described as: Lot 1 and 2, Block 1, and Lot 1, Block 2, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands, Hennepin County, Minnesota, according to the recorded plat thereof; and WHEREAS, the City Council granted approval of a PUD amendment to allow the applicant i an increased impervious surface area on Lot 1, Block 2 from 118,056 to 122,094 square feet on July 10, 2025 (Resolution 25-072); and WHEREAS, the applicant has revised their plans for the site to add a dog run with impervious coverage and a transformer, which will increase the impervious surface coverage; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request, subject to the following conditions: 1. A PUD amendment is approved for “Cook Lake Highlands,” in accordance with the plans and application received by the City on October 10, 2025 except as amended by this resolution. 2. This amendment modifies Condition 2 of Resolution 2023-33, which approved PUD flexibility for 39.8% impervious surface coverage for the entire project and condition 2 of Resolution 2025-75 which allows 40.2% coverage. The PUD is amended to allow 40.4% impervious surface coverage for the entire project. a. The PUD flexibility is required to allow increased impervious surface coverage of 979 sq. ft. on Lot 1, Block 2 for the Amira apartment building with the addition of a dog run and transformer pad. b. No changes to the maximum impervious surface coverage for Lot 1 and 2, Block 1, Lots 1-19, Block 3 and Outlots A to F, Cook Lake Highlands is approved. The parcels remain subject to the limitations as approved by Resolution 2023-33. c. The existing stormwater management plan will accommodate the increased area 247 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-101 Page 2 of 2 without changes. d. Stormwater will be directed away from Cook Lake. 3. All other conditions of Resolution 2025-72 remain unchanged. 4. Dog run details must be provided for City review and approval. 5. The applicant shall comply with all requirements of the City Engineer’s memo, dated October 15, 2025. 6. The applicant must record Resolution 2025-72, Resolution 2025-101, encroachment agreement and development contract at Hennepin County and provide proof of recording to the City prior to issuance of building permit. 7. Any request for the City to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings (including wetland and pond buffers) have been correctly installed in compliance with the plans and specifications will suffice. 8. Approvals shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 248 STAFF REPORT Agenda Item: 6.h Council Meeting: October 23, 2025 Prepared By: Dwight Klingbeil, Planner Topic: Rush Creek Golf Course Site Plan & Conditional Use Permit Amendment Action Required: Approval Summary Derek Stendahl, on behalf of Rush Creek Golf Course, the applicant, requests approval of a Conditional Use Permit (CUP) and Site Plan Amendment to allow a 2,508 sq. ft. addition to the existing principal structure of the parcel to provide additional storage and meeting space for employees of the golf course. Recommendation The Planning Commission and Staff recommend approval of Resolution 2025-102, approving the Site Plan and CUP to allow a 2,508 sq. ft. expansion of the principal structure for the golf course. Council Action Decision Attachments 1. 2025-10-23 Rush Creek Golf Course CUP Site Plan CC Staff Report.pdf 249 Page 1 of 7 STAFF REPORT City Council Meeting: October 23, 2025 Prepared By: Dwight Klingbeil Topic: Rush Creek Golf Course Site Plan Amendment & Conditional Use Permit (PID 24-119-23-42-0001) (City File No. 25-032) Action Required: Decision 1. Application Request Derek Stendahl, on behalf of Rush Creek Golf Course, the applicant, requests approval of a Conditional Use Permit (CUP) and Site Plan Amendment to allow a 2,508 sq. ft. addition to the existing principal structure of the parcel to provide additional storage and meeting space for employees of the golf course. 2. Planning Commission Review The Planning Commission reviewed this item during the October 2, 2025, meeting. No members of the public provided comments during the public hearing. Commission discussion primarily focused on the required parking lot upgrades and the applicable performance standards for parking and loading areas. Following their discussion, the Planning Commission voted 5-0 to recommend approval of the application as presented by staff. On October 8, 2025, the applicant met with City Staff to discuss the performance standard requirements for the parking lot. During this meeting, staff recommended that the applicant explore cost-effective alternatives for meeting the curbing requirement, including the potential use of ribbon curbing as an acceptable solution. 3. Background In 2004, the City of Corcoran approved a Conditional Use Permit and Site Plan Amendment, which allowed for the construction of an 1,800 sq. ft. structure as an accessory to the existing 5,622 sq. ft. principal structure. 4. Context Figure 1 Site Location 250 Page 2 of 7 Zoning and Land Use The 106.55-acre parcel is one of two parcels that make up the Rush Creek Golf Course. The subject parcel is zoned Public/Institutional (P-I) and guided for Public/Semi-Public uses in the 2040 Comprehensive Plan. The P-I district allows golf courses as a conditional use. The property is within the third phase of the 2040 staging plan for municipal services projected between 2030-2035. Surrounding Properties The parcel directly to the east is the other parcel owned and operated by the Rush Creek Golf Course, and is located in Maple Grove. The properties to the north and west are single-family homes, which are currently zoned Urban Reserve, and are located in the third phase of the 2040 staging plan. The properties immediately north are guided as existing residential whereas the properties to the west are guided for low density residential. The properties south of the subject property are both located in phase 1 of the staging plan, are guided for low density residential, and are zoned RSF-2 (Single Family Residential 2). The southeast parcel is under development as a part of the Fairway Shores Villas at Cook Lake project. The southwest parcel is utilized for agriculture and is currently a part of Maple Hills Estates. Natural Characteristics of the Site According to the 2040 Natural Resource Inventory Areas map, significant portions of the property are located within a Medium-Quality Natural Community. The wetlands occupy much of the northern portion of the parcel. The proposed structure is not within this natural community and is in an upland area of the parcel. 5. Analysis Planning staff coordinated review of the request for consistency with the Comprehensive Plan, Zoning Ordinance, City Code requirements, and City policies. The City Engineer’s comments are incorporated into this staff report. The detailed comments are included in the attached Engineering Memo, and the approval conditions require compliance with the Memo. Level of Discretion in Decision Making The City’s discretion in approving or denying a CUP and Site Plan Amendment is limited to whether the proposed request meets the standards outlined in the City Code. If it Figure 2 Zoning Map 251 Page 3 of 7 meets these standards, the City must approve the CUP and Site Plan Amendment. I. Site Plan Amendment The applicant proposes constructing a 2,508 sq. ft. addition to the south side of the existing principal structure. Provisions for site plan modifications are outlined in Section 1070.050 Subd. 7 of the Zoning Ordinance, which classifies structural expansions exceeding 10% of the existing floor area as a major change. Major changes are required to be reviewed and administered in the same manner as a new site plan. Because the proposed 2,508 sq. ft. addition would expand the existing structure by more than 10%, it is considered a major change under this Section of the City Code. Location and Setbacks The maintenance building is required to meet the minimum setback requirements for the P-I Zoning District. These setbacks are as follows: P-I Standards Proposed Front, from all other streets 50 feet 512 feet Side 50 feet 79 feet & ~2,500 feet Rear 50 feet 630 feet Staff reviewed the setbacks of the proposed expansion and found them to be compliant with the minimum setback requirements of the P-I Zoning District. Size Figure 3 Existing Site Layout Figure 4 Proposed Expansion 252 Page 4 of 7 The P-I Zoning District has a maximum impervious surface coverage of 70%. The current impervious surface coverage of the 106.55-acre parcel is <1%. The location of the proposed expansion is within the existing parking area and does not increase the impervious surface coverage of the parcel. Staff finds that this standard has been satisfied. Building Height The overall height of the proposed addition is 21.16 feet, is consistent with the existing height of the structure, and does not exceed the 45-foot height limit for the P-I district. Architectural Standards The building plans show the expansion area to be constructed with metal panel siding, metal facia, metal sofit and metal trim to match the existing building materials. The Non- Residential District Standards for building materials allows curtain wall panels of steel, fiberglass and aluminum (non-structural, non-load bearing), provided such panels are fabricated and finished with a durable non-fade surface and their fasteners are of a corrosion resistant design. Additional information will be needed from the applicant to confirm that the proposed metal materials meet this standard. Staff recommends that a condition of approval be included that requires any metal building materials be fabricated and finished with a durable non-fade surface and include fasteners that contain a corrosion resistant design. The Zoning Ordinance requires eaves (i.e., the underside or soffits on the side) and overhangs (i.e., the edge extending over the front and rear elevations) of at least 12 inches. The applicant is proposing eaves and overhangs of 24 inches on the structure, which complies with this requirement. Figure 5 Building Elevation 253 Page 5 of 7 Parking The proposed expansion area appears to overlap with the existing employee parking area. The applicant has not provided information identifying where this parking would be relocated to after construction. Based on review of historical aerial imagery, staff estimates that the site requires approximately 20 parking stalls. Since a parking plan was not included in the Site Plan application, a condition of approval shall require submission of a parking plan that can accommodate at least 20 stalls and meet the minimum area requirements of Section 1060.060, Subd. 4. of the Zoning Ordinance. Additionally, Section 1060.060 Subd. 3.A. states, “Off-street parking areas for non- residential uses shall have a perimeter of poured, cast in place, concrete curb around the entire parking lot and shall be surfaced with asphalt, concrete, or other surface as approved by the City Engineer.” Accordingly, a condition of approval shall require the applicant to submit a parking plan confirming that the parking lot will be upgraded to meet the design standards of Section 1060.060 Subd. 3. Landscaping The site is subject to the landscape standards of Section 1060.070, which require: - One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal feet of site perimeter. - One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal feet of site perimeter, whichever is greater. In practice, the City has historically applied these standards based on the size of the proposed building addition along with screening requirements for associated parking areas. Based on the proposed 2,508 sq. ft. addition, the applicant would be required to provide at least two overstory trees and eight understory shrubs. However, given the substantial existing vegetation present throughout the site, staff finds that the existing vegetation are sufficient for this requirement. Grading and Drainage The existing topography in the building expansion area is relatively flat and contains an existing parking area for employees of the course. The applicant’s grading plan shows a defined swale along the west side of the proposed building to convey runoff around the Figure 6 Existing Parking Conditions 254 Page 6 of 7 building and not into it. However, given the existing contours and proposed finished floor elevation, the current plan appears to show that runoff is directed into the side of the structure. The enclosed Engineering Memo details the grading plan review more thoroughly, and a condition of approval shall require compliance with the provisions of this memo. Conditional Use Permit Standards The applicant requests an amendment to the existing CUP to allow for an expansion of the existing structure to provide additional storage and meeting space of employees of the Golf Course. In order to grant a CUP, the standards of Section 1070.020 Subd. 3 must be met: a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The proposed building is not in conflict with the Comprehensive Plan. Rush Creek Golf Course is called out as a semi-public facility within the Public/Semi-Public land use category definition in the 2040 Comprehensive Plan. The expansion of this building is consistent with support the continued operations of the golf course. b. 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. The establishment, maintenance, or operation of the use will promote and enhance the public welfare as it will allow the golf course to properly store additional equipment for course maintenance and provide additional space for staff. The CUP for the accessory building would not be detrimental to or endanger the public health, safety, morals, or comfort of the surrounding neighborhood. The building is proposed to be below the 35-foot maximum building height allowed for principal buildings in the P-I district. The building would meet or exceed all setback requirements for the P-I district. c. 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. Assuming the recommended conditions of approval are adopted, staff does not find reason to believe the CUP for the accessory structure would be injurious to the use and enjoyment of the surrounding properties for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The proposed use will allow for proper storage of items such as vehicles and equipment 255 Page 7 of 7 on the property that will protect the use, enjoyment, and property values of surrounding properties. d. 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. The surrounding properties are used for a mix of residential and agricultural uses. The proposed building expansion does not preclude improvement or further development of the surrounding properties. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Adequate public facilities are available to accommodate the proposed use. An expansion to the existing building will not impact the demand for services. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. If the CUP is approved with the conditions of approval as recommended by staff, the use and building expansion will comply with the district regulations for the P-I zoning district. g. The conditional use and site conform to performance standards as specified by this Chapter. If the CUP is approved with the conditions of approval as recommended by staff, particularly related to the parking standards, the use will comply with the performance standards for the site within the Zoning Ordinance. 6. Recommendation The Planning Commission and Staff recommend approval of Resolution 2025-102, approving the Site Plan and CUP to allow a 2,508 sq. ft. expansion of the principal structure for the golf course. Attachments: 1. Resolution 2025-102 Approving the Site Plan & Conditional Use Permit 2. Engineering Memo dated September 24, 2025 3. Existing Conditions Survey 4. Proposed Site Plan 5. Building Plans 256 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-102 Page 1 of 4 Motion By: Seconded By: A RESOLUTION APPROVING A SITE PLAN AMENDMENT AND CONDITIONAL USE PERMIT FOR AN EXPANSION OF THE PRINCIPAL STRUCTURE AT 7990 MAPLE HILL ROAD (PID 24-119-23-42-0001) (CITY FILE 25-032) WHEREAS, Rush Creek Golf Club, the applicant, requests approval of a site plan amendment and a conditional use permit to allow a 2,508 sq. ft. addition to the existing principal structure at the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the site plan and conditional use permit request 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, subject to the following findings and conditions: 1. A site plan amendment and conditional permit is approved, in accordance with the application received by the City on August 21, 2025, except as amended herein. 2. The applicant shall comply with all conditions of the City Engineer’s memo dated September 24, 2025. 3. A conditional use permit is approved to allow a 2,508 sq. ft. expansion to the principal structure for the Golf Course, subject to the following conditions and findings: a. Applicable criteria are satisfied as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance: i. The proposed addition is consistent with the uses anticipated in the P-I district and does not conflict with the Comprehensive Plan. The proposed use does not impact public facilities and capital improvement plans. ii. The establishment, maintenance, or operation of the use would not be detrimental to the public health, safety, morals, or comfort of the general public, as it is an expansion of an existing use. The use is also allowed within the P-I district. The expansion will allow for proper storage of maintenance equipment and meeting space for staff which will benefit the public health, safety, morals, and comfort of the surrounding area. iii. 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. The expansion of the use is needed for continued and effective operation 257 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-102 Page 2 of 4 of the existing golf course, and conditions have been proposed to ensure compliance with ordinance standards. iv. The establishment of the expanded use with the enclosed conditions will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. v. Adequate public facilities can be reasonably provided to accommodate the use, and an expansion to the existing building will not impact the demand for services. b. The use shall be subject to the following conditions: i. All metal building materials must be fabricated and finished with a durable non-fade surface and include fasteners that contain a corrosion resistant design. ii. The applicant must submit a parking plan that reflects any necessary upgrades to bring the parking lot into compliance with Section 1060.060 and reflects at least 20 parking spaces. 1. If upgrades are necessary to the parking lot, a Site Improvement Performance Agreement and financial security will be required. 4. Prior to issuance of a building permit, the applicant/landowner must complete the following: a. A parking plan must be submitted for final approval by Planning and the City Engineer. b. A grading plan must be submitted for final approval per the City’s Engineer Memo. c. The applicant must provide documentation to confirm the proposed metal material meet the standards outlined in Section 1060.050 Subd. 1.C. d. If parking improvements are required: i. The applicant must submit a contractor’s estimate for the cost of the improvements. ii. The applicant must enter into a Site Improvement Performance Agreement with the City. iii. The applicant must submit a financial security for the estimated cost of the improvements. iv. The Site Improvement Performance Agreement must be recorded at Hennepin County and the landowner must provide proof of recording to the City. 258 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-102 Page 3 of 4 e. The approving resolution must be recorded at Hennepin County, and the applicant must provide proof of recording to the City. 5. The applicant shall enter into a Site Improvement Performance Agreement with the City and provide financial security acceptable to the City. 6. The applicant must maintain a positive escrow balance through the duration of the project. If the escrow balance becomes negative, the applicant must pay any balance due plus a new deposit for anticipated remaining staff time within 30-days of receiving a notice from the City. 7. A final inspection of the project to confirm the building and any parking improvements are constructed to plan is required prior to final reconciliation and release of the escrow account with the City. 8. The applicant shall record the following with Hennepin County and provide proof of recording to the City: a. The approving resolution b. Site Improvement Performance Agreement 9. 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 VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 259 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-102 Page 4 of 4 ATTACHEMENT A That Part Of Southeast Quarter Lying Easterly and Northly Following Commencing At The Northeast Corner Of Lot 1 Block 2 Maple Hill Estates Thence South 12 Degrees 27 Minutes 7 Seconds Along The Easterly Line Thereof and Extends To South Line To Be Described Thence North 0 Degrees 2 Minutes 38 Seconds For A Distance of 216.16 Feet Then 23 Degrees 20 Minutes 10 Seconds West For A Distance Of 1381.07 Feet To The West Line Of Said Southeast Quarter And Said Line There Ending Except Part Platted As Petersens Oak Hill Addition. 260 Memo To: Kevin Mattson, City Engineer Public Works Director From: Steve Hegland, PE Project: Rush Creek Golf Course – Site Plan Review Date: September 24, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. Existing Conditions Survey by Frank Cardarelle Land Surveying Dated 08/20/25 2. Building Addition Survey by Rank Cardarelle Land Surveying Dated 08/25/25 3. Building Plans For Rush Creek Golf Commercial Pole Structure by Mainly Details no date Comments: General: 1. The proposed site plan includes a 50’ x 50’2” expansion to the existing pole shed at the Rush Creek Golf Course Maintenance Shed. 2. The building plans show the proposed parking provided in front of the proposed building expansion. A total of 18 stalls are shown. Aerial imagery shows that the applicant is using the area where the expansion is proposed currently for parking and should confirm if the proposed parking is sufficient for their needs. It is appears that the southern 10 stalls are proposed to be created. New parking stalls shall comply with the City of Corcoran code including being constructed on an approved material. The survey site plan should be consistent with the architectural site plans. 3. The proposed improvements are below the necessary thresholds for a stormwater management plan. 4. The grading plan shall show a defined swale along the west side of the proposed building to convey runoff around the building and not into it. Given the existing contours and proposed finished floor elevation, current plan appears that runoff is directed into the side of the structure. 5. The site plan should confirm if existing fence will be impacted by expansion. 6. It is assumed that the building will be serviced by the existing sewer and water systems and no expansions of those systems are proposed. If expansions are necessary, the applicant shall be responsible for following all applicable codes and regulations. End of Comments 261 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X [] [] [] [] [] [] [] 97 0 97 5 968 96 9 97 1 97 2 97 3 97 4 9 6 6 9 6 7 96 8 96 5 963 964 96696 7 96 0 96 5 9 6 1 9 6 2 9 6 3 9 6 4 966 967 965 9 6 6 96 7 97 0 9 7 5 9 8 0 9 8 5 9 6 8 9 6 9 9 7 1 9 7 2 9 7 3 97 4 97 6 97 7 9 7 8 9 7 9 98 1 98 2 98 3 9 8 4 9 8 6 9 8 7 9 8 8 965 97 0 975 963 964 966 96 7 968 96 9 97 1 972 973 97 4 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX FRANK CARDARELLE LAND SURVEYING :OODDALE AVE EDINA MN %US EMAILCARDARELLELS#GMAILCOM I HERE%Y CERTIFY THAT THIS SURVEY :AS PREPARED %Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED LAND SURVEYOR UNDER THE LA:S OF THE STATE OF MINNESOTA FRANK R CARDARELLE REG NO DATE PREPARED FOR MAINLY DETAILS ARCHITECTURAL DESIGN GREGG GRATON EXISTING CONDITIONS SURVEY MAPLE HILL RD CORCORAN MN REVISION NDATE DRA:N %Y % PASSOLT CHECKED %Y F CARDARELLE DATE PAGE NR PRO-ECT E REV OF SI=E X X X X X [][][][] 26 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X [] [] [] [] [] [] [] 97 0 97 5 968 96 9 97 1 97 2 97 3 97 4 9 6 6 9 6 7 96 8 96 5 963 964 96696 7 96 0 96 5 9 6 1 9 6 2 9 6 3 9 6 4 966 967 96 8 1.7% 4.9 % 1.1 % 96 7 . 7 967.7 96 7 . 7 967.7 965 9 6 6 96 7 97 0 9 7 5 9 8 0 9 8 5 9 6 8 9 6 9 9 7 1 9 7 2 9 7 3 97 4 97 6 97 7 9 7 8 9 7 9 98 1 98 2 98 3 9 8 4 9 8 6 9 8 7 9 8 8 965 97 0 975 963 964 966 96 7 968 96 9 97 1 972 973 97 4 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX 3.4% 3.7% FRANK CARDARELLE LAND SURVEYING :OODDALE AVE EDINA MN %US EMAILCARDARELLELS#GMAILCOM I HERE%Y CERTIFY THAT THIS SURVEY :AS PREPARED %Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED LAND SURVEYOR UNDER THE LA:S OF THE STATE OF MINNESOTA FRANK R CARDARELLE REG NO DATE PREPARED FOR MAINLY DETAILS ARCHITECTURAL DESIGN GREGG GRATON EXISTING CONDITIONS SURVEY MAPLE HILL RD CORCORAN MN REVISION NDATE DRA:N %Y % PASSOLT CHECKED %Y F CARDARELLE DATE PAGE NR PRO-ECT E REV OF SI=E X X X X X [][][][] 26 3 PROPERTY OWNER / MANAGER CONTACT: Derek Stendahl Phone: 763-255-2931 Cell: Email: derek@rushcreek.com.com ARCHITECT Mainly Details Architectural Design, PLLC 1710 Douglas Drive Suite 213 Golden Valley, MN 55422 Contact: Gregg S. Graton Phone: 612-382-5682 Email: gregg@mainlydetails.com STRUCTURAL ENGINEER: Contact: Mobile: Email: GENERAL CONTRACTOR TO BE DETERMINED Contact: Joel Ensminger Phone: 320-470-1471 Bus: Email: ensmingeragc@gmail.com PROJECT TEAM-CONTACTS MECHANICAL CONTRACTOR To be determined Contact: Phone: Email: ADDITIONAL CONTACT: Grounds Manager: CONTACT: Spencer Dahlquist Phone: Email: turfgrass@rushcreek.com 1 revisions: Co n d i t i o n a l U s e I s s u e - 0 8 . 1 9 . 2 5 of: drawing no. 2 date:08.19.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: AGC project P-2025.0016 Contact:Joel Ensminger Office: Mobile:320-470-1471 consultants Ru s h C r e e k G o l f C o u r s e - C o m m e r c i a l P o l e St r u c t u r e Mu l t i - u s e M a i n t e n a n c e F a c i l i t y 78 0 1 C o u n t y R o a d 1 0 1 , M a p l e G r o v e , M N 5 5 3 1 1 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N Rush Creek Golf Commercial Pole Structure An addition to an Existing Maintenance Shed Facility, Corcoran, MN SHEET INDEX, LOCATION, REFERENCE T0.0 NOTE (Aerial download) THIS IS NOT AN ACTUAL SURVEY This drawing was prepared by the architect for preliminary planning purposes only. Owners surveyor and or General contractor to locate property boundaries , setbacks, utilities and easements. AERIAL SITE LOCATION-DIGRAMS2 ARCHITECTURAL PROJECT SUMMARY 1.EXISTING COMMERCIAL POLE FRAME STRUCTURE. 1.1.112 feet x 50 feet=±5,545 s.f. (as measured from the exterior of pole frame.) 2.PROPOSED ADDITION TO THE SOUTH SIDE OF THE EXISTING BUILDING. 3.50 FOOT x 50 FOOT (2,500 s.f.) ADDITION TO AN EXISTING BUILDING. 3.1.Provide a new bay for a Group S Equipment storage garage. 4.REMOVE EXISTING INTERIOR WALL FINISHES AT OFFICE, BREAK-ROOM, RESTROOM, PARTS ROOM. 4.1.REMODEL THESE EXISTING AREAS. 4.1.1. ADD NEW EXTERIOR WALL INSULATION AND INTERIOR WALL FINISHES TO SEPARATE THERMALLY FROM NEW STORAGE AND EXISTING SHOP AREA. 4.1.2.Remodeled restroom to to be Minnesota accessible. 5. Construct a new non-Minnesota accessible restroom at existing space to be remodeled. 6.EXTERIOR FINISHES 6.1.METAL SIDING 6.2.ASPHALT ROOFING SHINGLES TO MATCH EXISTING. 7. MEP- HVAC,DESIGN BUILD BY CONTRACTOR, CONTRACTORS SUBCONTRACTORS. 8.SITE-WORK 8.1.FENCE-Partially remove existing fence the existing fence at south of existing building. 8.2.Concrete apron and exterior door landings. 8.2.1.5 foot deep sidewalk pitched no greater than 1 4" per foot from existing slab to the exterior. 8.3.Propane tank 8.3.1.Remove and relocate per code. 8.4.ASPHALT COURTYARD BETWEEN BUILDINGS-Work area. 8.4.1.Replace existing asphalt work area. STRUCTURAL- TO BE ISSUED 26 4 1 revisions: Pr o g r e s s I s s u e - 0 7 . 1 3 . 2 5 of: drawing no. 2 date:07.13.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: project P-2025.0034 Contact: Office: Mobile: consultants Pa r e n t ' s A u t o R e n o v a t i o n Au t o R e p a i r F a c i l i t y 36 1 0 L y n d a l e A v e . S . M i n n e a p o l i s , M N 5 5 4 0 9 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 00/00/2025 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N EXISTING LEVEL 1 FLOOR PLAN1 G1.0 EXISTING AND NEW FLOOR PLANS 1 8" SCALE GENERAL NOTES: 1.DIMENSIONS- DUE TO VARIATIONS IN CONSTRUCTION WALL PLANES, FLOOR PLANES AND ROOF PLANES ARE NOT DIMENSIONALLY CONSISTENT AND MUST BE FIELD VERIFIED. NEW LEVEL (1) -FLOOR PLAN2 EXISTING AREA 5,545 S.F. AS MEASURED FROM THE EXTERIOR POLE FRAME AT PERIMETER WALLS OF THE BUILDING. PROPOSED ADDITION AREA 2,884 S.F. AS MEASURED FROM THE EXTERIOR POLE FRAME AT PERIMETER WALLS OF THE BUILDING. 49 ' - 8 " OU T S I D E O F S T R U C T U R A L F R A M E 111'-71 2" OUTSIDE OF STRUCTURAL FRAME 112'-11 2" OUTSIDE OF EXISTING METAL CORNER 50 ' - 2 " OU T S I D E O F E X I S T I N G M E T A L C O R N E R K-3578BARRINGTONTOILETVITREOUS CHINA K-3578BARRINGTONTOILETVITREOUS CHINA 49 ' - 8 " OU T S I D E O F S T R U C T U R A L F R A M E 111'-71" 50 ' - 2 " OU T S I D E O F E X I S T I N G M E T A L C O R N E R 111'-71 2" OUTSIDE OF STRUCTURAL FRAME 112'-11 2" OUTSIDE OF EXISTING METAL CORNER 50'-0" OUTSIDE OF NEW METAL CORNER 50 ' - 2 " OU T S I D E O F E X I S T I N G M E T A L C O R N E R 26 5 EXTERIOR ELEVATION KEY NOTES METAL PANEL/ SIDING-3-(MATCH EXISTING)MTL P. SIDING-3 METAL FASCIA-4-(MATCH EXISTING)MTL FASCIA-4 ASPHALT ROOFING SHINGLES-2-(MATCH EXISTING)MTL P. ROOF-2 VENTED METAL SOFFIT-5-(MATCH EXISTING)MTL SOFFIT-5 SECURITY LIGHT-8SECURITY LHT-8 PIPE METAL BOLLARDS WITH SLEEVE TO MATCH EXISTING-9, EACH SIDE OF OVERHEAD DOORS B-BOLLARD-9 METAL CONTINUOUS / RIDGE VENT-1-(MATCH EXISTING)MTL. R.VENT-1 METAL GABLE TRIM-6-(MATCH EXISTING)MTL GABLE TRM-6 METAL CORNER TRIM-7-(MATCH EXISTING)MTL CRNR. TRM-7 MAIN LEVEL 1 EL. 100'-0" 11 ' - 9 1 / 4 " 12 4 CONTRACTOR/SUPPLIER TO FIELD VERIFY EXISTING ROOF PITCH AND TRUSS HEEL HEIGHT TO MATCH EXISTING PRIOR TO ORDERING AND FABRICATION ROOF PEAK EL. ±21'-2" ±2 1 ' - 2 " TO P O F C O N C R E T E SL A B T O R O O F P E A K ±1 6 ' - 6 " TO P O F C O N C R E T E S L A B TO M I D P O I N T O F R O O F T.O. ROOF TRUSS BEARING EL. ±11'-9 1 4" (CONTRACTOR TO FIELD VERIFY) ±4 ' - 1 0 3 / 8 " TO P W A L L T O MI D P O I N T RO O F ASPHALT ROOF VENT-1 ASPHALT SHINGLES ROOF-2 MTL P. SIDING-3 MTL FASCIA-4 MTL. SOFFIT-5 SECURITY LHT-8 MTL CRNR. TRM-7 EXISTING VIEW FROM SOUTHEAST EXISTING VIEW FROM NORTHEAST EXISTING VIEW FROM EAST G2.0 EXISTING EXTERIOR ELEVATIONS 18" scale 1 revisions: Co n d i t i o n a l U s e I s s u e - 0 8 . 1 9 . 2 5 of: drawing no. 2 date:08.19.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: AGC project P-2025.0016 Contact:Joel Ensminger Office: Mobile:320-470-1471 consultants Ru s h C r e e k G o l f C o u r s e - C o m m e r c i a l P o l e St r u c t u r e Mu l t i - u s e M a i n t e n a n c e F a c i l i t y 78 0 1 C o u n t y R o a d 1 0 1 , M a p l e G r o v e , M N 5 5 3 1 1 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N 1/4" = 1'-0" EXISTING SOUTH ELEVATION G2.0 1 1/4" = 1'-0" EXISTING EAST ELEVATION G2.0 2 1/4" = 1'-0" EXISTING WEST ELEVATION G2.0 4 1/4" = 1'-0" EXISTING NORTH ELEVATION G2.0 3 26 6 1' - 0 " 1'-0" 1' - 0 " 1'-0" 1' - 0 " 1'-0" 1' - 0 " 1'-0" 25'-1"25'-1" MAIN LEVEL 1 EL. 100'-0" T.O. ROOF TRUSS BEARING EL. ±11'-9 1 4" (CONTRACTOR TO FIELD VERIFY) 11 ' - 9 1 / 4 " BOTTOM OF FOOTING ELEVATION EL. 95'-0" 5' - 0 " ±4 ' - 1 0 3 / 8 " TO P W A L L T O MI D P O I N T RO O F 12 4 CONTRACTOR/SUPPLIER TO FIELD VERIFY EXISTING ROOF PITCH AND TRUSS HEEL HEIGHT TO MATCH EXISTING PRIOR TO ORDERING AND FABRICATION ROOF PEAK EL. ±21'-2" ±2 1 ' - 2 " TO P O F C O N C R E T E S L A B T O R O O F P E A K 9" VE R I F Y TO MA T C H EX I S T I N G TR U S S HE E L 11 ' - 9 1 / 4 " TO P O F C O N C R E T E S L A B T O BO T T O M O F R O O F T R U S S ±1 6 ' - 8 " TO P O F C O N C R E T E S L A B T O M I D P O I N T O F R O O F 2'-0" G3.0 EXISTING BUILDING SECTIONS 1 revisions: Co n d i t i o n a l U s e I s s u e - 0 8 . 1 9 . 2 5 of: drawing no. 2 date:08.19.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: AGC project P-2025.0016 Contact:Joel Ensminger Office: Mobile:320-470-1471 consultants Ru s h C r e e k G o l f C o u r s e - C o m m e r c i a l P o l e St r u c t u r e Mu l t i - u s e M a i n t e n a n c e F a c i l i t y 78 0 1 C o u n t y R o a d 1 0 1 , M a p l e G r o v e , M N 5 5 3 1 1 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N 1/4" = 1'-0" EXISTING EAST - WEST BUILDING CROSS SECTION ( STORAGE AREA) G3.0 1 26 7 1 revisions: Co n d i t i o n a l U s e I s s u e - 0 8 . 1 9 . 2 5 of: drawing no. 2 date:08.19.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: AGC project P-2025.0016 Contact:Joel Ensminger Office: Mobile:320-470-1471 consultants Ru s h C r e e k G o l f C o u r s e - C o m m e r c i a l P o l e St r u c t u r e Mu l t i - u s e M a i n t e n a n c e F a c i l i t y 78 0 1 C o u n t y R o a d 1 0 1 , M a p l e G r o v e , M N 5 5 3 1 1 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N SP1.0 PRELIMINARY ARCHITECTURAL SITE PLAN NOTE: THIS IS NOT AN ACTUAL SURVEY This drawing was prepared by the architect for preliminary planning purposes only. Actual building locations, property boundaries , setbacks, utilities and easements, are to be determined by surveyor. Owner/builder to hire surveyor to locate building setbacks, property lines, utilities and offsets See Site Survey. SITE PLAN DIAGRAM1 GENERAL REFERNCE2 MAINTENANCE SHED COMPOUND EXISTING 120 FOOT LONG x 70 FOOT WIDE BUILDING=8,400 S.F. 11 2 ' - 1 1 2" EX I S T I N G B L D G . 50 ' - 0 " NE W B L D G . 50'-2" EXISTING BLDG. 66'-0" NEW ASPHALT TO REPLACE EXISTING 5'-0" 8' - 0 " 8' - 0 " 9' - 0 " TY P . 18'-0" 26'-0" EXISTING GRAVEL DRIVE TO REMAIN SYMBOL SITE PLAN NOTES 1.CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN OR USE OF PUBLIC-RIGHT-OF-WAY. THIS APPLIES TO ALL WORK TO BE DONE ON SITE. 2.THE DIGITAL FILE WHICH CAN BE OBTAINED FROM THE ARCHITECT OR ENGINEER, SHALL BE USED FOR STAKING, DISCREPANCIES BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER, THE BUILDING FOOTPRINT, AS SHOWN ON THESE DRAWINGS, AND THE DIGITAL FILE SHALL BE COMPARED TO THE STRUCTURAL DRAWINGS PRIOR TO STAKING. 3.DIMENSIONS SHOWN ARE TO EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 4.EXISTING MAINTENANCE BUILDING TO REMAIN 4.1.PROPOSED ADDITION TO EXISTING BUILDING 4.1.1.SEE ARCHITECTURAL PLANS FOR NEW 4.2.5 FOOT WIDE CONCRETE WALK ALONG ENTIRE EAST SIDE OF BUILDING. 5.EXISTING CHAIN LINK FENCE. 5.1.PARTIALLY REMOVE EXISTING CHAIN LINK FENCE AT SOUTH SIDE TO MAKE WAY FOR NEW ADDITION. 6.EXTERIOR PARKING 7.ASPHALT PARKING 7.1.REPLACE EXISTING ASPHALT WITH NEW ASPHALT PARKING AREA. 7.2.ONE 9'-0" x 18'-0" EXTERIOR PARKING STALL ON EACH LOT. 7.3.STRIP PER CITY CODE. 7.4.PROPOSED STRIPPED WALKWAY ON ASPHALT 7.5.ACCESSIBLE PARKING SPACE, 8'x20 FOOT UNLOADING AREA ADJACENT TO 8'x20 FOOT PARKING SPACE 8.PARKING ALONG EXISTING GRAVEL ROAD SIMILAR TO EXISTING. 9.TRASH CONTAINERS 10.RECYCLING CONTAINERS 11.SNOW STORAGE 12.EXISTING PROPANE / NATURAL GAS TANK TO BE REMOVED AND RELOCATED 13.PROPOSED AIR CONDITIONING UNITS 14.PROPOSED ELECTRICAL METERS 15.PROPOSED GAS METERS 16.EXISTING FUEL DISPENSING STATION 17.EXISTING UTILITY / ELECTRICAL POLE TO BE RELOCATED. 18.EXISTING LANDSCAPING MATERIALS BUNKERS 19.EXISTING GATE TO GOLF COURSE 26 8 1 revisions: Co n d i t i o n a l U s e I s s u e - 0 8 . 1 9 . 2 5 of: drawing no. 2 date:08.19.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: AGC project P-2025.0016 Contact:Joel Ensminger Office: Mobile:320-470-1471 consultants Ru s h C r e e k G o l f C o u r s e - C o m m e r c i a l P o l e St r u c t u r e Mu l t i - u s e M a i n t e n a n c e F a c i l i t y 78 0 1 C o u n t y R o a d 1 0 1 , M a p l e G r o v e , M N 5 5 3 1 1 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N FLOOR PLAN-Concept 'C2'1 A1.1 'C2'-FLOOR PLAN 14" SCALE Area-7 Group 'B' Occupancy 295 s.f. Table 1004.5 150 s.f. person=295 / 150 =1.96 Occupants Area-6 Group 'B' Occupancy 111 s.f. Table 1004.5 150 s.f. person=111 / 150 =0.74 Occupants Area-1 Group 'S-1' Occupancy 3,063 s.f., repair and storage. Table 1004.5, Equipment Storage area 300 s.f. person=3,063 / 300 =10.21 Occupants Area-2 Group 'S-1' Occupancy 119 s.f. Table 1004.5, Industrial area 100 s.f. person=119 / 100 =1.19 Occupants Area-4 Group 'S-1' Occupancy 264 s.f., Parts storage. Table 1004.5, Equipment Storage area 300 s.f. person=252 / 300 =0.84 Occupants New Addition Area-10 Group 'S-2' Occupancy 1,904 s.f. Table 1004.5, Equipment Storage 100 s.f. person=1,904 / 100 =19.04 Occupants per 2020MNACCESSIBILITY CODE SECTION 1104.3.1 EMPLOYEE WORK AREAS. No exception, Areas greater than 1,000 s.f. shall be required to include and accessible route. Area-8 Group 'A-2' Occupancy 438 s.f., Break Room food and Beverage Consumption. Table 1004.5, Equipment Storage area 15.f. person=438 / 15 =29.2 Occupants Area-3 Group 'S-1' Occupancy 1,041 s.f., repair and storage. Table 1004.5, Equipment Repair Industrial area 100 s.f. person=1,041 / 100 =10.41 Occupants Area-5 Group 'S-1' Occupancy 71 s.f., Storage. Table 1004.5, Storage area 300 s.f. person=76 / 300 =0.25 Occupants Area-9 Group 'S-1' Occupancy 106 s.f., Accessory to storage Table 1004.5, Restrooms accessory to Storage area 300.f. person=111 / 300 =0.37 Occupants K-3578BARRINGTONTOILETVITREOUS CHINA K-3578BARRINGTONTOILETVITREOUS CHINA 100 SHOP CONC. FLR. 100 SPENCER'S OFFICE CONC. FLR. 100 BREAK ROOM CONC. FLR. 100 UNISEX REST ROOM CONC. FLR. 100 STORAGE CONC. FLR. 100 NEW CORRIDOR CONC. FLR. 100 FURNACE / MECHANICAL ROOM CONC. FLR. 100 (4) PERSON OFFICE CONC. FLR. 100 GRINDING ROOM CONC. FLR. 100 PARTS STORAGE CONC. FLR. KEY EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED NEW CONSTRUCTION EXISTING CONSTRUCTION REMOVE FINISHES, INTERIOR SHEATHING AND INSULATION 100 NEW PAINT SHOP CONC. FLR. NE W 3' x 7 ' I N S U L . MT L . D R . NEW DR. 3'x7' INSUL. METL. DR. NEW DR. 3'x7' DR. EXISTING INTERIOR WALLS TO REMAIN EXISTING INTERIOR WALLS TO REMAIN EXISTING WALL CONSTRUCTION TO BE DEMOLISHED 1 2 5 3 3 3 3 3 4 5 5 5 5 5 A A A A A 8 10 12 6a 6a 6a 6b 13 ACCESSIBLE ROUTE TO RESTROOMS FROM NEW ADDITION 11 11 11 11 11 6b 1 2 11 9 3' - 0 " NE W OP E N I N G ±1 ' - 9 " 6' - 3 5 / 8 " NE W WI D T H STAIR TO FUTURE STORAGE LOFT ABOVE FIRE RATED SEPARATION ASSEMBLY PER 2020MNBC TABLE 508.4 TWO HOUR RATED SEPARATION WALL BETWEEN GROUP 'S-2' STORAGE AND GROUPS 'B' AND 'S-1' STORAGE. INSTALL FROM TOP OF SLAV TO UNDERSIDE OF ROOF DECKING ABOVE KEYED PLAN NOTES 2 1 EXISTING BUILDING CONSTRUCTION TO REMAIN EXISTING EXTERIOR STEEL FRAME WALL SYSTEM / CONSTRUCTION TO REMAIN 3 EXISTING WOOD COLUMNS TO BE REMOVED, PROVIDE OR SISTER ON NEW ROOF TRUSS AS REQUIRED, CONTRACTOR TO FIELD VERIFY ROOF TRUSSES SLOPE, HEEL AND PROFILE PRIOR TO ORDERING TRUSSES AND FABRICATION. EXISTING POST LOCATION TO BE DETERMINED UPON DEMOLITION 4 NEW OPENING 5 EXISTING WALL CONSTRUCTION-EXISTING FRAMING TO REMAIN, REMOVE INTERIOR FINISHES, INTERIOR WALL SHEATHING AND INSULATION. MOLD AND MILDEW MITIGATION AS REQUIRED. 6a NEW 2x4 WOOD FRAMED WALL CONSTRUCTION WITH 5 8" MOLD/MILDEW RESISTANT GYPSUM BOARD, USE TREATED PLATES WHEN IN CONTACT WITH CONCRETE 6b NEW 2x6 WOOD FRAMED WALL CONSTRUCTION WITH 5 8" MOLD/MILDEW RESISTANT GYPSUM BOARD, USE TREATED PLATES WHEN IN CONTACT WITH CONCRETE 7 NEW PLUMBING FIXTURES, RELOCATE PLUMBING LINES AND VENT STACK AS REQUIRED PER CODE 8 NEW CABINETS AND COUNTER-TOPS KEYED DEMOLITION PLAN NOTES EXISTING WALL CONSTRUCTION T BE REMOVEDA EXISTING STRUCTURAL COLUMN TO BE REMOVED-SEE STRUCTURALB C EXISTING WALL CONSTRUCTION, EXISTING FRAMING TO REMAIN-REMOVE INTERIOR FINISHES, INTERIOR WALL SHEATHING AND INSULATION. MOLD AND MILDEW MITIGATION AS REQUIRED. D EXISTING PLUMBING TO BE REMOVED, RELOCATE NEW FIXTURES AS SHOWN. E EXISTING CABINETS AND COUNTER TOPS TO BE REMOVED, RELOCATE NEW CABINETS AND COUNTERTOPS AND AS SHOWN. F EXISTING ACOUSTICAL TILE CEILING (ACT) TO BE REMOVED AT AREAS TO BE REMODELED, NEW LIGHTING, AND HVAC VENTS IN THESE AREAS. 9 NEW REFRIGERATORS, PROVIDE ELECTRICAL AS REQUIRED PER CODE 10 NEW MICROWAVES, PROVIDE ELECTRICAL AS REQUIRED PER CODE 11 NEW MOLD RESISTANT ACOUSTICAL CEILING TILE (ACT) ABOVE 12 NEW TURF SPRAYER STORAGE 13 NEW TRENCH DRAIN AT TURF SPRAYER STORAGE 14 NEW 5 FOOT WIDE CONCRETE LANDINGS AND APRONS AT ENTIRE EAST ELEVATION, SLOPE AT 14" PER FOOT AWAY FROM BUILDING Area-2 Group 'S-1' Occupancy =1.19 Occupants Group 'S-1' Occupancy =10.21 Occupants INTERIOR WALLS.) OCCUPANT LOAD SUMMARY Area-3 Group 'S-1' Occupancy =10.41 Occupants Area-4 Group 'S-1' Occupancy =0.84 Occupants Area-5 Group 'S-1' Occupancy =0.25 Occupants Area-6 Group 'B' Occupancy =0.74 Occupants Area-7 Group 'B' Occupancy =1.96 Occupants Area-8 Group 'A-2' Occupancy =29.2 Occupants Area-9 Group 'S-1' Occupancy =111 / 300 =0.37 Occupants New Addition Area-10 Group 'S-1' Occupancy =19.04 Occupants per 2020MNACCESSIBILITY CODE SECTION 1104.3.1 EMPLOYEE WORK AREAS. No exception, Areas greater than 1,000 s.f. shall be required to include and accessible route. TOTAL OCCUPANT LOAD=93.25 ~94 Existing Building Occupancy =74.21 26 9 1 revisions: Co n d i t i o n a l U s e I s s u e - 0 8 . 1 9 . 2 5 of: drawing no. 2 date:08.19.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: AGC project P-2025.0016 Contact:Joel Ensminger Office: Mobile:320-470-1471 consultants Ru s h C r e e k G o l f C o u r s e - C o m m e r c i a l P o l e St r u c t u r e Mu l t i - u s e M a i n t e n a n c e F a c i l i t y 78 0 1 C o u n t y R o a d 1 0 1 , M a p l e G r o v e , M N 5 5 3 1 1 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N LEVEL 2 FLOOR PLAN-Concept 'C2'1 A1.2 'C2'-LEVEL 2 FLOOR PLAN 14" SCALE Area-11 Group 'S-1' Occupancy 147 s.f., Parts storage. Table 1004.5, Storage area 300 s.f. person=147 / 300 =0.49 Occupants 200 STORAGE LOFT BETWEEN ATTIC FRAMED ROOF TRUSSES TILE. FLR. KEY EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED NEW CONSTRUCTION EXISTING CONSTRUCTION REMOVE FINISHES, INTERIOR SHEATHING AND INSULATION NEW DR. 3'x7' DR. EXISTING INTERIOR WALLS BELOW EXISTING INTERIOR WALLS BELOW EXISTING WALL CONSTRUCTION TO BE DEMOLISHED 1 2 6b 6b 6c NEW DOOR TO PARTS STORAGE 11 1 2 STAIR TO FUTURE STORAGE LOFT ABOVE FIRE RATED SEPARATION ASSEMBLY PER 2020MNBC TABLE 508.4 TWO HOUR RATED SEPARATION WALL BETWEEN GROUP 'S-2' STORAGE AND GROUPS 'B' AND 'S-1' STORAGE. INSTALL FROM TOP OF SLAV TO UNDERSIDE OF ROOF DECKING ABOVE UP UP T O F U T U R E ST O R A G E L O F T 6a EXISTING INTERIOR WALLS BELOW KEYED PLAN NOTES 2 1 EXISTING BUILDING CONSTRUCTION TO REMAIN EXISTING EXTERIOR STEEL FRAME WALL SYSTEM / CONSTRUCTION TO REMAIN 3 EXISTING WOOD COLUMNS TO BE REMOVED, PROVIDE OR SISTER ON NEW ROOF TRUSS AS REQUIRED, CONTRACTOR TO FIELD VERIFY ROOF TRUSSES SLOPE, HEEL AND PROFILE PRIOR TO ORDERING TRUSSES AND FABRICATION. EXISTING POST LOCATION TO BE DETERMINED UPON DEMOLITION 4 NEW OPENING 5 EXISTING WALL CONSTRUCTION-EXISTING FRAMING TO REMAIN, REMOVE INTERIOR FINISHES, INTERIOR WALL SHEATHING AND INSULATION. MOLD AND MILDEW MITIGATION AS REQUIRED. 6a NEW 2x4 WOOD FRAMED WALL CONSTRUCTION WITH 5 8" MOLD/MILDEW RESISTANT GYPSUM BOARD, USE TREATED PLATES WHEN IN CONTACT WITH CONCRETE 6b NEW 2x6 WOOD FRAMED WALL CONSTRUCTION WITH 5 8" MOLD/MILDEW RESISTANT GYPSUM BOARD, USE TREATED PLATES WHEN IN CONTACT WITH CONCRETE 6c TWO HOUR RATED FIRE AREA SEPARATION WALL NEW 2x6 WOOD FRAMED WALL CONSTRUCTION WITH TWO LAYERS OF 5 8" FIRE RATED MOLD/MILDEW RESISTANT GYPSUM BOARD EACH SIDE, USE TREATED PLATES WHEN IN CONTACT WITH CONCRETE-INSTALL FROM TOP OF CONCRETE SLAB TO UNDERSIDE OF ROOF DECKING ABOVE KEYED DEMOLITION PLAN NOTES EXISTING WALL CONSTRUCTION T BE REMOVEDA EXISTING STRUCTURAL COLUMN TO BE REMOVED-SEE STRUCTURALB C EXISTING WALL CONSTRUCTION, EXISTING FRAMING TO REMAIN-REMOVE INTERIOR FINISHES, INTERIOR WALL SHEATHING AND INSULATION. MOLD AND MILDEW MITIGATION AS REQUIRED. D EXISTING PLUMBING TO BE REMOVED, RELOCATE NEW FIXTURES AS SHOWN. E EXISTING CABINETS AND COUNTER TOPS TO BE REMOVED, RELOCATE NEW CABINETS AND COUNTERTOPS AND AS SHOWN. F EXISTING ACOUSTICAL TILE CEILING (ACT) TO BE REMOVED AT AREAS TO BE REMODELED, NEW LIGHTING, AND HVAC VENTS IN THESE AREAS. 7 NEW PLUMBING FIXTURES, RELOCATE PLUMBING LINES AND VENT STACK AS REQUIRED PER CODE 8 NEW CABINETS AND COUNTER-TOPS 9 NEW REFRIGERATORS, PROVIDE ELECTRICAL AS REQUIRED PER CODE 10 NEW MICROWAVES, PROVIDE ELECTRICAL AS REQUIRED PER CODE 11 NEW MOLD RESISTANT ACOUSTICAL CEILING TILE (ACT) ABOVE 12 NEW TURF SPRAYER STORAGE 13 NEW TRENCH DRAIN AT TURF SPRAYER STORAGE Area-2 Group 'S-1' Occupancy =1.19 Occupants Group 'S-1' Occupancy =10.21 Occupants BUILDING AREA ±7,664 S.F. (AS MEASURED FROM INSIDE FACE OF EXTERIOR AND INTERIOR WALLS.) OCCUPANT LOAD SUMMARY Area-3 Group 'S-1' Occupancy =10.41 Occupants Area-4 Group 'S-1' Occupancy =0.84 Occupants Area-5 Group 'S-1' Occupancy =0.25 Occupants Area-6 Group 'B' Occupancy =0.74 Occupants Area-7 Group 'B' Occupancy =1.96 Occupants Area-8 Group 'A-2' Occupancy =29.2 Occupants Area-9 Group 'S-1' Occupancy =111 / 300 =0.37 Occupants New Addition Area-10 Group 'S-1' Occupancy =19.04 Occupants per 2020MNACCESSIBILITY CODE SECTION 1104.3.1 EMPLOYEE WORK AREAS. No exception, Areas greater than 1,000 s.f. shall be required to include and accessible route. TOTAL OCCUPANT LOAD=93.25 ~94 Existing Building Occupancy =74.21 SUMMARY 27 0 EXTERIOR ELEVATION KEY NOTES METAL PANEL/ SIDING-3-(MATCH EXISTING)MTL P. SIDING-3 METAL FASCIA-4-(MATCH EXISTING)MTL FASCIA-4 ASPHALT ROOFING SHINGLES-2-(MATCH EXISTING)MTL P. ROOF-2 VENTED METAL SOFFIT-5-(MATCH EXISTING)MTL SOFFIT-5 SECURITY LIGHT-8SECURITY LHT-8 PIPE METAL BOLLARDS WITH SLEEVE TO MATCH EXISTING-9, EACH SIDE OF OVERHEAD DOORS B-BOLLARD-9 METAL CONTINUOUS / RIDGE VENT-1-(MATCH EXISTING)MTL. R.VENT-1 METAL GABLE TRIM-6-(MATCH EXISTING)MTL GABLE TRM-6 METAL CORNER TRIM-7-(MATCH EXISTING)MTL CRNR. TRM-7 MAIN LEVEL 1 EL. 100'-0" 11 ' - 9 1 / 4 " 12 4 CONTRACTOR/SUPPLIER TO FIELD VERIFY EXISTING ROOF PITCH AND TRUSS HEEL HEIGHT TO MATCH EXISTING PRIOR TO ORDERING AND FABRICATION ROOF PEAK EL. ±21'-2" ±2 1 ' - 2 " TO P O F C O N C R E T E SL A B T O R O O F P E A K ±1 6 ' - 6 " TO P O F C O N C R E T E S L A B TO M I D P O I N T O F R O O F T.O. ROOF TRUSS BEARING EL. ±11'-9 1 4" (CONTRACTOR TO FIELD VERIFY) ±4 ' - 1 0 3 / 8 " TO P W A L L T O MI D P O I N T RO O F EXISTING CONSTRUCTION NEW CONSTRUCTION 7' - 0 " ASPHALT ROOF VENT-1 ASPHALT SHINGLES ROOF-2 MTL P. SIDING-3 MTL FASCIA-4 MTL. SOFFIT-5 SECURITY LHT-8 MTL CRNR. TRM-7 EXISTING CONSTRUCTIONNEW CONSTRUCTION EXISTING VIEW FROM SOUTHEAST EXISTING VIEW FROM NORTHEAST EXISTING VIEW FROM EAST A2.0 NEW EXTERIOR ELEVATIONS 18" scale 1 revisions: Co n d i t i o n a l U s e I s s u e - 0 8 . 1 9 . 2 5 of: drawing no. 2 date:08.19.25 drawing This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. contractor: AGC project P-2025.0016 Contact:Joel Ensminger Office: Mobile:320-470-1471 consultants Ru s h C r e e k G o l f C o u r s e - C o m m e r c i a l P o l e St r u c t u r e Mu l t i - u s e M a i n t e n a n c e F a c i l i t y 78 0 1 C o u n t y R o a d 1 0 1 , M a p l e G r o v e , M N 5 5 3 1 1 Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Surveying Civil Engineer: Structural Engineer: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. Gregg S. Graton, AIA date: certification no. Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 3 4 00.00.25 5 00.00.00 00.00.00 00.00.00 00.00.00 DATE: SIGNATURE Sharif Hared 40838 Owner: FO R C L I E N T R E V I E W A N D P R E L I M I N A R Y C O S T E S T I M A T I N G O N L Y O N L Y - N O T F O R C O N S T R U C T I O N 1/4" = 1'-0" NEW SOUTH ELEVATION A2.0 1 1/4" = 1'-0" NEW EAST ELEVATION A2.0 2 1/4" = 1'-0" NEW WEST ELEVATION A2.0 4 1/4" = 1'-0" NEW NORTH ELEVATION A2.0 3 27 1 STAFF REPORT Agenda Item: 6.i Council Meeting: October 23, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Resolution Awarding Dust Control Contract 2026- 2027 Action Required: Approval Summary Annually, the City contracts for various road materials. Advertisements for Dust Control were published in the Crow River News and sent out to firms who had previously bid projects for the City of Corcoran. Bids for dust control were opened on Tuesday, October 14, 2025. This year the dust control bids included both Calcium Chloride and Magnesium Chloride proposals. Staff reviewed average application rates for each product, as their concentrations are different, to determine the lowest material bid. 2026 Application Rate Estimated Gallons Price/ Gallon Estimated Cost Calcium Chloride (38%)0.27 Gal/SY 120,000 gallons $1.58 $189,600 Magnesium Chloride (30%)0.36 Galy/SY 160,000 gallons No Bid N/A 2027 Application Rate Estimated Gallons Price/ Gallon Estimated Cost Calcium Chloride (38%)0.27 Gal/SY 120,000 gallons $1.64 $196,800 Magnesium Chloride (30%)0.36 Galy/SY 160,000 gallons No Bid N/A Attached is the associated resolution for consideration. Financial/Budget Costs for these services are included in the proposed 2026 and future 2027 budgets. Options Approve Resolution 2025-98 Awarding Dust Control Contract. Modify. Decline. Recommendation Approve Resolution 2025-98 Awarding Dust Control Contract. Council Action Consider a motion to approve Resolution 2025-98 Awarding Dust Control Contract. 272 Attachments 1. Resolution 2025-98 Awarding Dust Control Contract.pdf 273 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-98 Page 1 of 2 Motion By: Seconded By: A RESOLUTION AWARDING DUST CONTROL MATERIALS CONTRACT WHEREAS, pursuant to bids and quote sought for 2026/2027 Dust Control maintenance materials for various streets within the City, bids and quotes were received, opened, and tabulated according to law; and WHEREAS, the following bids were received: 2025 Dust Control Results 10/14/2025 Magnesium Chloride Calcium Chloride Contractor 2026 2027 2026 2027 Envirotech $1.58 $1.64 Northern Salt 1.595 $1.66 Allstates Pavement $1.97 $1.97 Apparent Low Bidder Highlighted in Green - Results are Unofficial Until Approved by the City Council - October 23, 2025 is the City Council Meeting Date Scheduled for Review and Approval. WHEREAS, estimated gallons for the project area for each product were based on the respective application rates of 0.27 gal/SY for Calcium Chloride and 0.36 gal/SY for Magnesium Chloride; WHEREAS, the overall low bid value of the materials for the Calcium Chloride application is estimated at $189,600 for 2026 and $196,800 for 2027; and no bids were received for Magnesium Chloride; WHEREAS, it is recommended that Calcium Chloride be the approved dust control street maintenance material for 2026 and 2027; BE IT RESOLVED, that Enviro Tech has been identified as the lowest responsible bidder; THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: 1. That the Mayor and Clerk are hereby authorized and directed to enter into contract with above identified responsible bidder in the name of the City of Corcoran for the 2026 and 2027 street maintenance materials. 274 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-98 Page 2 of 2 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23rd day of October, 2025. ___________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Deb Johnson- City Clerk 275 STAFF REPORT Agenda Item: 6.j Council Meeting: October 23, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: CR 116 and Hunters Ridge Turn Lane Improvements - Change Order 1 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff is recommending approval of Change Order 1 in the amount of $13,788.00. Financial/Budget This project is funded via Bellwether and Hope Meadows development escrows. Options Approve Change Order 1. Modify Change Order 1. Decline. Recommendation Approve Change Order 1 in the amount of $13,788.00. Council Action Consider a motion to approve Change Order 1 in the amount of $13,788.00. Attachments 1. CR116 and Hunters Ridge Turn Lanes Improvements- Change Order 1.pdf 276 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 193807336 Date: October 13, 2025 Subject: Change Order #1 SR Weidema, Inc. – County Road 116 & Hunters Ridge Turn Lane Improvements Council Action Requested Staff is recommending the City Council review and approve Change Order #1 for the County Road 116 and Hunters Ridge Turn Lane Improvements Project. Change Order #1 increases the contract amount by $13,788.00. Summary The requested Change Order #1 incorporates additional drain tile installation along the county road ditch for the 10015 and 10020 CR116 properties. A summary of the costs and responsibilities is provided below. Summary of Improvement Item Cost County ditch drain tile 13,788.00 County Ditch Drain tile There was an existing 4” corrugated tile line that ran along the length of the ditch across the 10015 and 10025 County Road 116 properties which was discovered with the project. The tile appeared to have been previously damaged by the installation of new utility poles which impeded the flow of water through the tile and cause the ditch to the remain saturated. This tile was further impacted by culvert replacement work, and it was determined that to properly manage the flow of water the damaged tile previously carried a replacement tile line needed to be installed. be shortening the turn lane. This will result in a slight reduction in the contract due to the reduction in roadway materials. Attached to this memo is the official change order request, but a summary is provided below: Original Contract Amount $622,966.93 Contract Price Change $13,788.00 Revised Contract Amount 636,744.93 Original Contract Completion Date September 15, 2025 Current Contract Completion date September 15, 2025 Project Update The project is substantially complete. There is minor punch list work that remains to be completed, and final established vegetation is not yet accepted. 277 October 15, 2024 Kevin Mattson, PE, PW Director Page 2 of 2 Engineer’s Recommendation We recommend reviewing and approving Change Order #1 as outlined in this memo. 278 Project No. 193807336 Change Order Form 00 63 63-1 SECTION 00 63 63 CHANGE ORDER FORM Change Order No. 1 Date 10/8/2025 Name of Project: Hunters Ridge and County Road 116 Turn Lane Improvements Owner: City of Corcoran Contractor: SR Weidema, Inc. The following changes are hereby made to the Contract Documents: Pay Items (see attached) were added to the contract to address damaged drain tile in the ditch across the 10015 and 10025 County Road 116 properties. A small catch basin is necessary at the beginning of the drain tile line and perforated, Schedule 40 drain tile pipe with fabric and filter aggregate is necessary along the length of the ditch. At the north end of the project this tile line is to be connected to existing tile that was installed with the project. Justification: There was an existing 4” corrugated tile line that ran along the length of the ditch across the 10015 and 10025 County Road 116 properties which was discovered with the project. The tile appeared to have been previously damaged by the installation of new utility poles which impeded the flow of water through the tile and cause the ditch to the remain saturated. This tile was further impacted by culvert replacement work, and it was determined that to properly manage the flow of water the damaged tile previously carried a replacement tile line needed to be installed. Original Contract Price: $ 622,966.93 Current Contract Price adjusted to previous Change Order: $ 622,966.93 The Contract Price due to this Change Order will be increased by $ 13,788.00 The new Contract Price including this Change Order will be $ 636,744.93 Original Contract Substantial Completion Date: September 15, 2025 279 Project No. 193807336 Change Order Form 00 63 63-2 The Contract Time will be Increased by 0 Calendar days Current Contract Substantial Completion Date adjusted to this Change Order: September 15, 2025 Original Contract Final Completion Date: October 15, 2025 The Contract Time will be Increased by 0 Calendar days Current Contract Final Completion Date adjusted to this Change Order: October 15, 2025 Approvals Required: To be effective, this Order must be approved by the Owner and the Contractor if it changes the scope of objective of the Project, or as may otherwise be required by the Supplemental General Conditions. Requested by: Steven Hegland, P.E. Accepted by: (Contractor) Accepted by: City of Corcoran END OF SECTION 280 NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE CO1.1 12" x 12" PLASTIC CATCH BASIN EA 1 350.00$ 350.00$ CO1.2 CONNECT TO EXISTING DRAIN TILE EA 1 525.00$ 525.00$ CO1.3 4" PERFORATED DRAIN TILE WITH ROCK LF 510 25.30$ 12,903.00$ 13,778.00$ CHANGE ORDER 1 SUBTOTAL CHANGE ORDER 1 281 STAFF REPORT Agenda Item: 6.k Council Meeting: October 23, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Water Treatment Plant - Change Order 13 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff is recommending approval of Change Order 13 for a credit in the amount of $7,940.46. Financial/Budget The Water Treatment Plant project was funded through a combination of 2023A bonds and Utility Funds. Options Approve Change Order 13. Modify Change Order 13. Decline. Recommendation Approve Change Order 13 for a credit in the amount of $7,940.46. Council Action Consider a motion to approve Change Order 13 for a credit in the amount of $7,940.46. Attachments 1. Corcoran WTP - Change Order 13.pdf 282 Memo To: Kevin Mattson, PE, PW Director From: Ash Hammerbeck, PE Steve Hegland, PE File: 227704426 Date: October 10, 2025 Reference: Change Order No. 13 – Corcoran Water Treatment Plant Council Action Requested Staff is recommending City Council to review and approve Change Order No. 13 for the Corcoran Water Treatment Plant Project. Summary Attached to this memo is Change Order No. 13 for the Corcoran Water Treatment Plant Project. This change order covers the modifications associated with Change Order Proposal (COPs) No. 45 and 49. These changes are associated with credits for work previously completed, sales tax adjustments, and final close-out of the contract allowance. A description of these changes is described below with supporting documentation from the contractor attached. COP No. 45 • Description: This Change Order Proposal covers the material credits associated with Change Order Proposal No. 12 for the Chlortainer Vessel Improvements that was originally added to the contract as Change Order No. 4. The credits are related to the winches needed for unloading the 1-ton chlorine tank out of the vessel during changeout and the nitrogen tanks used for leak testing the line during commissioning and operating valves during electrical emergencies. These items were purchased directly by the City and can be removed from the contract. The total credit for these materials is $2,191.83. COP No. 49 • Description: This Change Order Proposal covers the tax adjustment for the Hennepin County sales tax increase in 2023. This tax was implemented by the County after the contract bid date and went into effect on October 1, 2023 as agreed between the City and contractor. The tax affects all equipment and materials at a rate of 1%. Labor is excluded from the tax. All equipment purchased after the agreed upon date is subject to the tax increase and is tabulated in this change order proposal. The total cost for this adjustment is $44,251.37. In addition, the original WTP contract includes a project allowance of $50,000.00 to cover change orders or added scope on the project. Once the contractor, Stantec, and the City became aware of the tax increase going into effect in Fall of 2023, the allowance was withheld until the end of project so the net change associated with the tax and allowance would approximately balance out the total contract value. The combined total is a credit of $5,748.63. Engineer’s Recommendation It is recommended that the City Council review and approve of the attached Change Order No. 13 with a total credit of $7,940.46. 283 EJCDC® C-941, Change Order EJCDC® C-941, Change Order, Rev.1. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. Page 1 of 2 CONFORMED CHANGE ORDER NO.: 13 Owner: City of Corcoran, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 227704426 Contractor: Contractor’s Project No.: 2305 Project: Water Treatment Plant Contract Name: Date Issued: 10/10/2025 Effective Date of Change Order: 10/10/2025 The Contract is modified as follows upon execution of this Change Order: Description: This change order covers the added labor and material associated with Change Order Proposal (COP) No. 45 and 49. Both proposals are credits with COP 49 combining the 1& Hennepin County sales tax increase and the project’s allowance of 50,000.00$. Attachments: 1. Change Order No. 13 Memo 2. Change Order Proposal 45 3. Change Order Proposal 49 Change in Contract Price Change in Contract Times Original Contract Price: Original Contract Times: Substantial Completion: December 31, 2024 $ 16,728,200.00 Ready for final payment: March 1, 2025 Increase from previously approved Change Orders No. 1 to No. 12: Increase from previously approved Change Orders No.1 to No. 12: Substantial Completion: 0 days $ 474,275.25 Ready for final payment: 0 days Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: April 30, 2025 $ 17,208,239.25 Ready for final payment: June 30, 2025 Decrease this Change Order: No Increase/Decrease this Change Order: Substantial Completion: 0 days $ 7,940.46 Ready for final payment: 0 days Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial Completion: April 30, 2025 $ $17,200,298.79 Ready for final payment: June 30, 2025 284 EJCDC® C-941, Change Order EJCDC® C-941, Change Order, Rev.1. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. Page 2 of 2 CONFORMED Recommended by Engineer (if required) Accepted by Contractor By: Title: Date: Authorized by Owner Approved by Funding Agency (if applicable) By: Title: Date: Project Engineer 8/5/2510/10/2025 285 286 2305 Corcoran WTP *Budgetary Pricing Analysis for Discussion 22360 County Road 12, PO Box 517 6/17/2025 Deerwood, MN 56444 ChlorTainer Improvements HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ -$ Vessco Proposal - Addational Parts 1.00 LS -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Nitrogen for Field Leak Test 1.00 LS -$ $0.00 (1,148.18)$ ($1,148.18)-$ -$ (1,148.18)$ -$ $0.00 -$ $0.00 -$ -$ -$ Winches - Permanent for Cylinder Swaps 2.00 EA -$ $0.00 (300.00)$ ($600.00)-$ -$ (600.00)$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea 8.525%(149.03)$ Totals -$ -$ (1,748.18)$ -$ -$ (1,897.21)$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)(262.23)$ Bond and Insurance Cost (1.5%)(32.39)$ Total Change Order Proposal Request (2,192)$ Days Requested 3 Assumptions/Notes: Includes credit for winches required to load and extract cylindrs from Chlortainer vessel. Includes time to setup and facilitate Nitrogen Leak test. Includes 2 days of Chlortainer Representative time. No Painting or Coatings work included. *Vessco's proposal does not include a complete list of parts/instruments that may need to be replaced. Only what is specifically listed is included. MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL 228 7 Quote Date:6/2/2025 Quote #:3971 Bill To: Vessco Attn: Megan Harwick MHarwick@vessco.com (763) 297-2025 Ship To: Rice Lake Attn: Joe Childers 10120 Fletcher Ln Rogers, MN 55374 TGO Technologies, Inc. 3641 Turnberry Circle Santa Rosa, CA 95403 (800) 543-6603 sales@chlortainer.com Description Qty Per Unit Total 6039 - Winch - Part # 96127 1 290.00 290.00 6017 - Winch Plate for Ton Vessels 1 1,032.00 1,032.00 2204 - Shark Tooth Puller (1 per site) - Loader 1 145.00 145.00 2204A - Set Screw for Shark Tooth Puller 1 2.00 2.00 2205 - Clevis (Hook for Shark Tooth Puller) with Set Screw 1 68.00 68.00 2206 - Gas Damper 2 50.00 100.00 2206A - Ball Socket End Fitting for Gas Damper 2 30.00 60.00 2206B - Clevis Rod End for Gas Damper 2 14.00 28.00 2206C - Corrosion-Resistant Ball Stud for Gas Damper 2 24.00 48.00 3016 - Sherwood Chlorine Valve 1214 X1-B1 3 109.00 327.00 2202 - Ton Vessel O-Ring 2 220.00 440.00 3401A - CGA Washer SS-665 & Nipple SS-603A 3401B - CGA Nut SS-604 1 68.00 68.00 3013 - 1/2" x 1/4" Monel 400 HEX Bushing 1 103.00 103.00 3012 - 1/4" 3000# Monel Fitting NPT 90 Elbow 400 for Chlorine Feed Line 1 561.00 561.00 3009 - Yoke Adapter, 1/4"1 52.00 52.00 3504 - Golf Tees 12 1.00 12.00 3017 - Twisted Chlorine Wrench WR-EN-01 2 40.00 80.00 Page 1 just1 for 40$ This should be included part of COP 12 and CO4 288 Quote Date:6/2/2025 Quote #:3971 Bill To: Vessco Attn: Megan Harwick MHarwick@vessco.com (763) 297-2025 Ship To: Rice Lake Attn: Joe Childers 10120 Fletcher Ln Rogers, MN 55374 TGO Technologies, Inc. 3641 Turnberry Circle Santa Rosa, CA 95403 Total (800) 543-6603 sales@chlortainer.com Description Qty Per Unit Total 6011 - Rubber Backing for Closure - 1/4" wide piece 2 2.00 4.00 Freight - Priority Overnight 400.00 400.00 Page 2 $3,820.00 289 Change Order Proposal #: 12 September 27, 2024 Ash Hammerbeck, PE - Stantec Re: Chlortainer Add to Corcoran Water Treatment Plant Ash: We propose to furnish labor, material, and equipment to add a 1-ton chlortainer to the project scope. All for the sum of: $94,219.77 This is the fourth iteration of our pricing assessment of this work. Our assessment has been based on the original discussion, RFP #2, subsequent discussions, as well as our own legwork to coordinate with Vessco, Chlortainer, other suppliers, and internally between our trade and management personnel. There are several clarifications we need to note to help define the scope for all involved: • Killmer’s proposal has been updated based on the updated P&ID provided. Killmer’s proposal notes that “Existing spare I/O will be utilized to accommodate the modifications”. • Includes 2 days of Chlortainer Representative time for field visit, installation check, field testing, etc. Any additional time needed will be additional cost. • Vessco's proposal does not include a complete list of parts/instruments that may need to be replaced. Only what is specifically listed is included. A full list of parts, with pricing, from Chlortainer is included for reference – this is the comprehensive list of parts that are replaced during the factory refurbishment. • No replacement or services cost for the scale system and load cell are included. • Assumes vessel and instruments are in working and operable condition. • Assumes that vacuum/pressure gauges are still functioning properly and calibrated. • Assumes that chlorine valves are opening and closing without sticking. 290 • Vessco’s proposal, from Chlortainer, to do the field test does not include nor constitute a re- warranty or re-certification by Chlortainer of the unit purchased from the City of Sartell. The result of the successful field test per this proposal is to state that the unit is in operational condition and is not a full manufacturer’s re-certification nor re-warranty. • No pricing for hoist system included EXCEPT for Killmer providing disconnect per their proposal. • Includes Rice Lake time for the Nitrogen Leak test per Chlortainer. • No Painting nor Coatings work included. • Does not include initial 1-Ton chlorine cylinder from Hawkins for startup. This will be an additional cost. • Includes cable winches to be furnished to facilitate loading and extracting cylinders from Chlortainer vessel. Assumes there is already a provision for mounting on loader or vessel. • Does not include any modifications to the loader. No rails, stop bars, guide posts included. These can be planned, procured, and installed for an additional cost. • Does not include labor nor material for installing nor mounting the nitrogen bottles permanently. • Assumes access to Chlortainer at City of Sartell with forklift. • Includes time to load at City of Sartell for shipping. Reference the attached itemized proposal and feel free to reach out with any comments. Sincerely, RICE LAKE CONSTRUCTION GROUP Matt Messerly Project Manager 218-670-1937 Enc Cc: Superintendent: Joe Childers 291 2305 Corcoran WTP 22360 County Road 12, PO Box 517 9/27/2024 Deerwood, MN 56444 12 - Chlortainer Install & Field Test HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ -$ Vessco Proposal from Chlortainer - Field Test 1.00 LS -$ $0.00 13,855.39$ $13,855.39 -$ -$ 13,855.39$ -$ $0.00 -$ $0.00 -$ -$ -$ Killmer Proposal 1.00 LS -$ $0.00 -$ $0.00 28,717.08$ -$ 28,717.08$ -$ $0.00 -$ $0.00 -$ -$ -$ Nitrogen for Field Leak Test 1.00 LS -$ $0.00 1,148.18$ $1,148.18 -$ -$ 1,148.18$ -$ $0.00 -$ $0.00 -$ -$ -$ Vacuum Sys Field Leak Test 1.00 LS -$ $0.00 2,000.00$ $2,000.00 -$ -$ 2,000.00$ Plumbing for Chlorine Gas Lines 1.00 LS -$ $0.00 2,000.00$ $2,000.00 -$ -$ 2,000.00$ Hardware, Anchor Bolts, Fasteners, etc.1.00 LS -$ $0.00 1,000.00$ $1,000.00 -$ -$ 1,000.00$ Winches - Permanent for Cylinder Swaps 2.00 EA -$ $0.00 300.00$ $600.00 -$ -$ 600.00$ -$ $0.00 -$ $0.00 -$ -$ -$ Labor 1.00 LS 170.00 100.00$ $17,000.00 -$ $0.00 -$ -$ 17,000.00$ Equipment 1.00 LS 40.00 -$ $0.00 -$ $0.00 -$ 5,720.00$ 5,720.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Retrieval From Sartell 1.00 LS 40.00 100.00$ $4,000.00 450.00$ $450.00 -$ 2,700.00$ 7,150.00$ Freight - Sartell to Corcoran 1.00 LS -$ $0.00 -$ $0.00 1,700.00$ -$ 1,700.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%1,050.00$ Sales Tax 1.00 ea 8.525%1,794.82$ Totals 250.00$ 21,000.00$ 21,053.57$ 30,417.08$ 8,420.00$ 83,735.47$ Rice Lake Mark-up on Subs (5%) 0.05 * $30,417.08=1,520.85$ Rice Lake Mark-up on Labor, Material, and Equipment (15%) 0.15 * ($21,000.00 + 21,053.57 + $8,420) =7,571.04$ Bond and Insurance Cost (1.5%)1,392.41$ Total Change Order Proposal Request 94,219.77$ Days Requested 14 MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL 2 292 • Vessco’s proposal, from Chlortainer, to do the field test does not include nor constitute a re- warranty or re-certification by Chlortainer of the unit purchased from the City of Sartell. The result of the successful field test per this proposal is to state that the unit is in operational condition and is not a full manufacturer’s re-certification nor re-warranty. • No pricing for hoist system included EXCEPT for Killmer providing disconnect per their proposal. • Includes Rice Lake time for the Nitrogen Leak test per Chlortainer. • No Painting nor Coatings work included. • Does not include initial 1-Ton chlorine cylinder from Hawkins for startup. This will be an additional cost. • Includes cable winches to be furnished to facilitate loading and extracting cylinders from Chlortainer vessel. Assumes there is already a provision for mounting on loader or vessel. • Does not include any modifications to the loader. No rails, stop bars, guide posts included. These can be planned, procured, and installed for an additional cost. • Does not include labor nor material for installing nor mounting the nitrogen bottles permanently. • Assumes access to Chlortainer at City of Sartell with forklift. • Includes time to load at City of Sartell for shipping. Reference the attached itemized proposal and feel free to reach out with any comments. Sincerely, RICE LAKE CONSTRUCTION GROUP Matt Messerly Project Manager 218-670-1937 Enc Cc: Superintendent: Joe Childers 293 1 Matt Messerly From:Kayla Kise <kkise@vessco.com> Sent:Tuesday, August 13, 2024 2:24 PM To:Matt Messerly Cc:Matt Madson; Megan Harwick Subject:RE: Corcoran WTP - Chlortainer RFP - UPDATE Attachments:Contractors Installation Checklist.pdf; Nitrogen Leak Test Instructions.pdf; Sample O&M.pdf Caution: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Matt, I just got more information from Matt Madson. Chlortainer can conduct a startup/field test using Nitrogen and the existing components, provided that each component is functioning correctly on the used vessel. They recommend replacing the items listed below and need you to have two full Nitrogen bottles available on-site. When replacing the vessel O-Ring, please lubricate it with Halocarbon grease and then insert it into the closure at the 12, 3, 6, and 9 o'clock positions to ensure a proper seal without any gaps. After replacing the Chlorine Feed Line and Yoke, pressurize the line using Nitrogen. Additionally, please perform the following tasks: 1. Ensure that the scale system is properly calibrated. 2. Verify that the Vacuum/Pressure gauge is calibrated and displays 0. 3. Inspect all Chlorine Valves: a. Replace any valves that are sticking or difficult to open. Attached is the Contractor’s Installation Checklist. All items on this list must be completed before scheduling the startup. Please provide us with at least two weeks' notice of your desired startup date. The price for the startup visit and parts below is $13,855.39. This does not include any applicable sales tax. VESSCO PROPOSAL FROM CHLORTAINER - FIELD TEST 294 2 Please let us know if you’d like to proceed with ordering parts & scheduling service. Thank you, Kayla Kise | Vice President w: 952-314-0632 | kkise@vessco.com 8217 Upland Circle, Chanhassen, MN 55317 Vessco Inc. | Celebrating Over 45 Years of Clean Water From: Kayla Kise <kkise@vessco.com> Sent: Tuesday, August 13, 2024 1:58 PM To: Matt Messerly <matt_messerly@ricelake.org> Cc: Matt Madson <mmadson@vessco.com>; Megan Harwick <MHarwick@vessco.com> Subject: RE: Corcoran WTP - Chlortainer RFP - UPDATE Hi Matt, I’m cc’ing Matt Madson back in, as our techs aren’t certified to inspect, install or startup the Chlortainers – this all has to be done by the factory. I’m not exactly sure where the quote process stands. Kayla Kise | Vice President w: 952-314-0632 | kkise@vessco.com 8217 Upland Circle, Chanhassen, MN 55317 295 Website: www.ChlorTainer.com sales@chlortainer.com TGO Technologies, Inc. 3641 Turnberry Circle Santa Rosa, CA 95403 Phone: (800) 543-6603 Contractor’s Installation Checklist The following MUST be completed prior to the arrival of ChlorTainer technicians: ______ The vessel(s) must be anchored in place with the pivot plates (if needed), scale load cell(s), and position brackets installed (if needed). ______ All electrical to the vessel(s) must be prewired and connected to the fail-safe valve assembly, electronic scale system and any system being used such as a pressure switch or SCADA. ______ The fixed loader system must be assembled and anchored into place. Movable loader cart must be at site. ______ Vacuum lines must be installed and connected to each ChlorTainer connected to the vacuum regulator. Vacuum system must be operable. ______ Chlorine is to be delivered to site for startup and training. Please complete this form and return it to TGO Techn ologies to acknowledge that all of the above will be completed prior to scheduling a ChlorTainer Technician for the on -site consultation. Sign Print Name, Title Date The following is required when ChlorTainer arrives to the job site: Plant operators must be scheduled to be on-site when the ChlorTainer Technician trains in the operation and maintenance of the containment system. The training is typically done on the third day of the consultation schedule. The site should be ready to go on line. Usually, all construction is completed when ChlorTainer is called to the site. Please call if you have any questions. 296 . ChlorTainer – TGO Technologies (800)543-6603 sales@ChlorTainer.com 28 Nitrogen Leak Test Instructions 1.Turn Valve A on regulator counterclockwise until loose. 2. Open Valve B on nitrogen cylinder; supply gauge will read 2000/2200 PSI when full. 3.Turn Valve A on regulator clockwise until use gauge reads 220 PSI. 4.Close Valve B on nitrogen cylinder. 5.Turn Valve A on regulator clockwise until pressure reading on gauge stops rising. This will usually be between 200-250 PSI. This will also cause the reading on the supply gauge to drop to 200-250 PSI. 6. The system is now in test mode and any leak will cause the use gauge to drop. WARNING: WHEN PERFORMING THIS TEST, NEVER STAND OVER THE “T” WHEN ADJUSTING THE REGULATOR 297 Quote Date:9/5/2024 Quote #:3823 Attention: Rice Lake Attn: Matt Messerly matt_messerly@ricelake.com (218)670-1937 TGO Technologies, Inc. 3641 Turnberry Circle Santa Rosa, CA 95403 Total (800) 543-6603 sales@chlortainer.com Description Qty Per Unit Total 2098 - Chlorine Feed Line Assembly 1 2,032.00 2,032.00 3016 - Sherwood Chlorine Valve 1214 X1-B1 4 132.00 528.00 2309 - 1/4" FxF SS Elbow 1 10.00 10.00 4603 - Kynar-683 Tubing 10 ft 5.00 50.00 4701 - Pressure Relief Valve, Farris Model 1 3,678.00 3,678.00 3002A - Jamesbury Failsafe Complete 1 4,111.00 4,111.00 2202 - Ton Vessel O-Ring 1 220.00 220.00 3408 - PFA Male EL Adapter 3/8" x 1/4" MT 90 Degree Elbow 1 46.00 46.00 3403B - Bug Screen for Jamesbury Failsafes - 1/2"1 62.00 62.00 3014E - Ashcroft Pressure Gauge with Diaphragm & Transducer - 300 PSI 1 1,105.00 1,105.00 3401A - CGA Washer SS-665 & Nipple SS-603A 3401B - CGA Nut SS-604 1 82.00 82.00 3029 - Lead Washers 2 3.00 6.00 6011 - Rubber Backing for Closure - 1/4" wide piece 2 1.00 2.00 3024 - Nitrogen Operating Line Assembly 1 242.00 242.00 2308 - 1/4" 150# Street 90 316 Elbow SS 1 6.00 6.00 3027 - Nitrogen Testing Regulator 1 475.00 475.00 3028 - Operational Regulator - Harris 1 589.00 589.00 3011 - Yoke 1 72.00 72.00 3017 - Twisted Chlorine Wrench WR-EN-01 2 48.00 96.00 3504 - ChlorTainer Branded Golf Tees 5 1.00 5.00 3601 - On Guard Acid Alert Paint 1 8.00 8.00 Ton Scale System Assembly 6034 Load Cell for Ton #LCS-SB-4K 6036 SOLO G2-2 Digital Indicator, Dual Channel #SRG2-2 1 5,631.00 5,631.00 3025 - Nitrogen Leak Test Assembly 1 388.00 388.00 3026 - Nitrogen Purge Line 1 305.00 305.00 Freight To Be Determined $19,749.00 LIST OF PARTS FROM CHLORTAINER - FOR REFERENCE SPARE PARTS REPLACED AT FACTORY REFURBISHMENT HIGHLIGHTED ITEMS INCLUDED IN VESSCO'S PROPOSAL. NON-HIGHLIGHTED ITEMS NOT INCLUDED. 298 An Equal Opportunity Employer September 27, 2024 Mr. Matt Messerly Rice Lake Construction Group Re: Corcoran WTP Dear Matt, Killmer Electric Company proposes to the following change to our contract for the subject project: Proposal Request – Chloritainer In Addition to 150lb Cylinders Cost proposal below is to provide conduit and wire for a Chloritainer in addition of the 150lb Cylinders. We have allotted for 120volt circuit for Valve Heater, (2) additional outlet also, (2) solenoids, Pressure Switch monitor, loadcell (Weight) back to SCADA and 480volt 3phase circuit and local Disconnect switch for bridge crane addition. SCADA additions for controls and monitoring per P&ID drawing provided by Stantec. Add Chloritainer With Base system QTY Mat unit Mat total Labor unit Total labor WP GFCI outlet 2 58 $116.00 1 2 120volt Connection for heater 1 68 $68.00 2 2 480volt Connection with Disconnect 1 680 $680.00 4 4 #12 THHN 1500 0.22 $330.00 0.0065 9.75 3/4" Rigid 600 4.22 $2,532.00 0.065 39 3/4" PVC 220 3.11 $684.20 0.045 9.9 2/C #16 165 0.65 $107.25 0.012 1.98 #14 THHN 1300 0.18 $234.00 0.0055 7.15 Load Cell 1 28 $28.00 1.5 1.5 Pressure Switch 1 28 $28.00 1 1 Solenoids 2 28 $56.00 1 2 Programming/SCADA Change Allowance 1 9519 $9,519.00 Panel/Circuit term 1 8 $8.00 2.5 2.5 Totals $14,390.45 82.78 Tax $1,226.79 113 / hour $9,354.14 $15,617.24 $9,354.14 $24,971.38 15.00% $3,745.71 $28,717.08 Total Cost Add: $28,717.08 299 Please call with any questions or comments. Regards, Matthew Pettit Project Manager 300 1 TO: Killmer Electric Company, Inc. Matthew Pettit / 612-363-3120 / mpettit@killmerelectric.com REF: WTF Redundant Chlorine Feed System RFP Corcoran, MN DATE: September 27, 2024 Automation & Control Field Services & Programming One (1) Field services to the chlorine alarm relay box for vacuum feed line relay solenoid modifications and SCP-1 enabling the below functions. One (1) Programming services to include, but not limited to, the following PLC, HMI, and alarming software modifications: • One-ton chlorine scale current weight • One-ton chlorine scale low level setpoint • One-ton chlorine scale low level alarm • One-ton chlorine scale high pressure alarm • One-ton chlorine feed solenoid open command • One-ton chlorine feed solenoid close command **Existing spare I/O will be utilized to accommodate the modifications listed above** One (1) Engineering services as necessary to provide updated drawings with a complete bill of materials One (1) Startup as necessary to verify the above modifications are functioning Change Order Price: $9,519.00 plus tax Note the following:  Bonding, hardware, or equipment of any kind is not included  Anything that’s not specifically mentioned in this proposal is the responsibility of others Thank you for your consideration, Steven Forsythe C: 612-840-9499 E: sforsythe@electricpump.com cc: Salina Godfrey 515-265-2222 201 4th Ave SW New Prague, MN 56071 Office: 952-758-6600 Toll Free: 800-536-5394 Fax: 952-758-7778 4280 E. 14th St. Des Moines, IA 50313 Office: 515-265-2222 Toll Free: 800-383-7867 Fax: 515-265-8079 301 2 Change Order Agreement: Corcoran, MN WTF Chlorine Feed Systems Modifications Note the following: • Return this purchase agreement to Steven Forsythe at sforsythe@electricpump.com or via fax (515) 265-8079 Payment: Net 30 Days – Retainage upon completion We are pleased to make the following offer to sell the listed Merchandise which if firm for (30) thirty days from the above date and is automatically withdrawn thereafter without any further notice. 1. Signing and returning this document to Electric Pump’s office in Des Moines, IA may accept this offer. 2. This offer and acceptance constitute the entire Agreement between the parties and may be modified only by a writing signed by both parties. 3. The prices quoted for equipment are valid for (30) thirty days. If the quote includes start up services and it is scheduled by the request of the buyer for a time other than Monday through Friday 8:00 to 5:00 additional charges will be due. 4. Payment terms are NET 30 (thirty days) after the mailing of seller’s invoice. 5. Delivery terms are F.O.B. Place of Shipment. Seller agrees to put the merchandise in the possession of the carrier, to make a reasonable contract of carriage for their transportation, to obtain and deliver or tender such documents as may be necessary to enable Buyer to obtain possession, and to promptly notify the Buyer of shipment. After seller has delivered the merchandise to the carrier, the risk of loss of the merchandise will be borne by the Buyer. The prices quoted herein include transportation charges based on existing truckload rates, any change in delivery rates existing at the time of delivery will be billed to your account. Dates of delivery are determined from the date of Seller’s acceptance of any order or orders by Buyer and are estimates of approximate dates of delivery, not a guaranty of a particular day of delivery. 6. FORCE MAJEURE. If the Seller is delayed by any cause beyond Seller’s control, Seller shall be entitled to an equitable extension of time to the extent permitted by the Prime Contract. The seller shall submit any requests for equitable extensions of the Delivery Schedule 7. Sales and use tax are not included. 8. Buyer shall notify seller in writing at Seller’s place of business as shown on the reverse side of this page, within twenty (20) days of receipt of merchandise, or any complaint whatsoever buyer may have concerning such merchandise. Failure to give such notice shall constitute a waiver by Buyer of all claims in respect to such goods. 9. If notice of complaints is provided within twenty (20) days of Buyer’s receipt of the merchandise, Seller agrees to inspect the merchandise at Seller’s place of business during Seller’s normal business hours and days. Upon inspection, if the merchandise is determined to be defective in material or workmanship, Seller, at Seller’s option, shall repair or replace said merchandise at no cost to Buyer, or Seller may refund the purchase price. If the examined merchandise is found not to be defective or is not for some other reason within the warranty coverage, Seller’s service time expended on and off-location will be charged to Buyer. 10. Seller will have no further warranty obligation under this Agreement if the Equipment is subjected to abuse, misuse, negligence or accident or if buyer fails to perform any of its duties set forth in Paragraphs 8 and 9. 11. THE WARRANTY PRINTED ABOVE IS THE ONLY WARRANTY MADE BY THE SELLER REGARDING THIS PURCHASE. SELLER DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. NOTHING HEREIN 302 3 CONTAINED SHALL LIMIT BUYER’S RIGHTS AGAINST THE MANUFACTURER, WITH RESPECT TO MANUFACTURER’S WARRANTIES, IF ANY. 12. WARRANTY REPAIRS (which fall under the manufacturer’s warranty, if any) ARE F.O.B. ELECTRIC PUMP, INC. SERVICE LOCATION. ELECTRIC PUMP, INC. WILL NOT ASSUME ANY EXTENDED WARRANTIES UNLESS APPROVED BY PRIOR WRITTEN CONSENT. THIS INCLUDES SERVICE CALLS TO JOB SITES ON PRODUCT COVERED DURING THE WARRANTY PERIOD. PLEASE REFER TO THE ATTACHED PRODUCT WARRANTY STATEMENT FOR CLARIFICATION. 13. IT IS UNDERSTOOD AND AGREED THAT SELLER’S LIABILITY WHETHER IN CONTRACT, IN TORT, UNDER ANY WARRANTY, IN NEGLIGENCE OR OTHERWISE SHALL NOT EXCEED THE RETURN OF THE AMOUNT OF THE PURCHASE PRICE PAID BY BUYER AND UNDER NO CIRCUMSTANCES SHALL SELLER BE LIABLE FOR SPECIAL, INDIRECT OR CONSEQUENTIAL DAMAGES. THE PRICE STATED FOR THE MERCHANDISE IS A CONSIDERATION IN LIMITING SELLER’S LIABILITY. NO ACTION, REGARDLESS OF FORM, ARISING OUT OF THE TRANSACTION UNDER THIS AGREEMENT MAY BE BROUGHT BY BUYER MORE THAN ONE-YEAR AFTER THE CAUSE OF ACTION HAS ACCRUED. 14. This Agreement shall be governed by and interpreted in accordance with the laws of the State of Iowa. Any dispute or disputes arising between the parties hereunder, insofar as the same cannot be settled by friendly agreement, shall be litigated only in The Iowa District Court for Polk County, in Des Moines, Iowa. Seller also has the right to commence an action against the Buyer in the County of the Buyer’s principal place of business. ***We need a hard copy of this agreement and/or a Purchase Order to start the submittal process. ******* Business Name ________________________________________________________________ Street Address_________________________________________________________________ City/State/Zip__________________________________________________________________ Phone________________________________ Fax____________________________________ Email_________________________________________________________________________ Purchase Order Number _________________________________________________________ Purchase Order Amount _________________________________________________________ SIGNATURE___________________________________________________________________ DATE________________________________________________________________________ **A signed copy of this must be returned with your P.O. Is Project Taxable? Y or N, if No a tax-exempt form must be supplied for our records 303 2 Cylinders (Starting, Testing, Permanent Installation): $532.59 $532.59 + $69.00 + $14.00 = $1,148.18 PURCHASE PRICING FOR NITROGEN CYLINDERS FOR FIELD TEST, STARTUP, AND PERMANENT INSTALLATION - PER CHLORTAINER'S DOCUMENTS 304 305 2305 Corcoran WTP 22360 County Road 12, PO Box 517 10/7/2025 Deerwood, MN 56444 49-Tax Increase -R1 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ -$ Design Allowance Credit - RLCG 1.00 EA -$ $0.00 -$ $0.00 -$ -$ (50,000.00)$ -$ $0.00 -$ $0.00 -$ -$ -$ Sales Tax Increase - RLCG -$ $0.00 -$ $0.00 -$ -$ 44,251.37$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax Increase 1.00 ea 8.525%-$ Totals -$ -$ -$ -$ -$ (5,748.63)$ Rice Lake Mark-up on Subs (0%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (0%)-$ Bond and Insurance Cost (0%)-$ Total Change Order Proposal Request (5,749)$ Days Requested 1 MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL 306 Job 23-05 Corcoran, MN WTP RICE LAKE CONTRACTING Subtotals 4,693,714.31$ 369,638.10$ 325,386.73$ $44,251.37 (Sales tax is included in Total Invcd Amt) Vendor# Vendor Name Inv# Inv Date Acctg Date Inv Descr. Amount Tax Group Tax Descr. Tax Paid Tax Liab% Contract Tax Tax Increase ADV001 Advance Shoring 0124253-IN 1/31/2024 2/28/2024 2305 CORCORAN 30,138.43$ MN-HEN MN-Hennepin County Tax 8.525 2,367.47$ 8.525% $2,089.76 277.71$ ADV001 Advance Shoring 0124273-IN 1/31/2024 2/28/2024 2305 CORCORAN 2,083.05$ MN-HEN MN-Hennepin County Tax 8.525 163.63$ 8.525% $144.44 19.19$ ADV001 Advance Shoring 0224030-IN 2/29/2024 6/30/2024 2305 CORCORAN 8,857.13$ MN-HEN MN-Hennepin County Tax 8.525 695.75$ 8.525% $614.14 81.61$ ADV001 Advance Shoring 0224041-IN 2/29/2024 6/30/2024 2305 CORCORAN 5,148.96$ MN-HEN MN-Hennepin County Tax 8.525 404.46$ 8.525% $357.02 47.44$ ADV001 Advance Shoring 0324070-IN 3/29/2024 6/30/2024 2305 CORCORAN 6,993.64$ MN-HEN MN-Hennepin County Tax 8.525 549.37$ 8.525% $484.93 64.44$ ADV001 Advance Shoring 0324079-IN 3/29/2024 6/30/2024 2305 CORCORAN 9,246.40$ MN-HEN MN-Hennepin County Tax 8.525 726.33$ 8.525% $641.14 85.19$ ADV001 Advance Shoring 0424190-IN 4/30/2024 6/30/2024 2305 CORCORAN 20,284.98$ MN-HEN MN-Hennepin County Tax 8.525 1,593.46$ 8.525% $1,406.54 186.92$ ADV001 Advance Shoring 0424197-IN 4/30/2024 6/30/2024 2305 CORCORAN 6,647.00$ MN-HEN MN-Hennepin County Tax 8.525 522.14$ 8.525% $460.90 61.24$ ADV001 Advance Shoring 0524072-IN 5/31/2024 6/30/2024 2305 CORCORAN 13,393.14$ MN-HEN MN-Hennepin County Tax 8.525 1,052.08$ 8.525% $928.66 123.42$ ADV001 Advance Shoring 0542295-IN 10/31/2023 11/30/2023 2305 CORCORAN 495.51$ MN-ROG MN-Rogers City Taxes 8.775% 35.75$ 7.776% $34.60 1.15$ ADV001 Advance Shoring 0624070-IN 6/28/2024 10/31/2024 2305 CORCORAN 7,122.24$ MN-HEN MN-Hennepin County Tax 8.525 559.47$ 8.525% $493.85 65.62$ ADV001 Advance Shoring 0724066-IN 7/31/2024 8/31/2024 2305 CORCORAN 14,244.49$ MN-HEN MN-Hennepin County Tax 8.525 1,118.95$ 8.525% $987.70 131.25$ ADV001 Advance Shoring 1023292-IN 10/31/2023 11/30/2023 2305 CORCORAN 5,424.88$ MN-HEN MN-Hennepin County Tax 8.525 426.14$ 8.525% $376.16 49.98$ ADV001 Advance Shoring 1023340-IN 10/31/2023 12/31/2023 2305 CORCORAN 2,572.89$ MN-HEN MN-Hennepin County Tax 8.525 202.11$ 8.525% $178.40 23.71$ ADV001 Advance Shoring 1023340-IN 10/31/2023 12/31/2023 2305 CORCORAN 11,005.33$ MN-HEN MN-Hennepin County Tax 8.525 864.51$ 8.525% $763.10 101.41$ ADV001 Advance Shoring 1123109-IN 11/30/2023 12/31/2023 2305 CORCORAN 46,234.56$ MN-HEN MN-Hennepin County Tax 8.525 3,631.87$ 8.525% $3,205.85 426.02$ ADV001 Advance Shoring 1223076-IN 12/29/2023 2/28/2024 2305 CORCORAN 41,725.19$ MN-HEN MN-Hennepin County Tax 8.525 3,277.65$ 8.525% $2,893.18 384.47$ ADV001 Advance Shoring 1223108-IN 12/29/2023 12/31/2023 2305 CORCORAN 4,414.26$ MN-HEN MN-Hennepin County Tax 8.525 346.76$ 8.525% $306.08 40.68$ ADV001 Advance Shoring 1253800-IN 10/26/2023 10/31/2023 2305 CORCORAN 1,055.59$ MN-ROG MN-Rogers City Taxes 8.775% 85.17$ 8.777% $73.02 12.15$ ADV001 Advance Shoring 1254144-IN 3/18/2024 4/30/2024 2305 CORCORAN 40.46$ MN-HEN MN-Hennepin County Tax 8.525 3.18$ 8.530% $2.81 0.37$ ADV002 Advance Specialties Company 0542295-IN 10/31/2023 1/31/2024 2305 CORCORAN 500.11$ MN-ROG MN-Rogers City Taxes 8.775% 40.35$ 8.776% $34.60 5.75$ ADV002 Advance Specialties Company 0543724-IN 1/29/2024 1/31/2024 2305 CORCORAN 4,029.36$ MN-ROG MN-Rogers City Taxes 8.775% 325.05$ 8.775% $278.75 46.30$ ADV002 Advance Specialties Company 0544294-IN 3/12/2024 3/31/2024 2305 CORCORAN 372.01$ MN-ROG MN-Rogers City Taxes 8.775% 30.01$ 8.775% $25.74 4.27$ ADV002 Advance Specialties Company 0544294-IN 3/12/2024 3/31/2024 2305 CORCORAN 70.87$ MN-ROG MN-Rogers City Taxes 8.775% 5.73$ 8.796% $4.90 0.83$ ADV002 Advance Specialties Company 0544554-IN 3/31/2024 3/31/2024 2305 CORCORAN 1,076.87$ MN-ROG MN-Rogers City Taxes 8.775% 86.87$ 8.775% $74.50 12.37$ ADV002 Advance Specialties Company 0544554-IN 3/31/2024 3/31/2024 2305 CORCORAN 81.61$ MN-ROG MN-Rogers City Taxes 8.775% 6.61$ 8.813% $5.64 0.97$ ADV002 Advance Specialties Company 0544938-IN 4/23/2024 5/31/2024 2305 CORCORAN 586.66$ MN-ROG MN-Rogers City Taxes 8.775% 47.32$ 8.774% $40.59 6.73$ ADV002 Advance Specialties Company 0544939-IN 4/23/2024 5/31/2024 2305 CORCORAN 3,529.64$ MN-ROG MN-Rogers City Taxes 8.775% 284.74$ 8.775% $244.18 40.56$ ADV002 Advance Specialties Company 0545525-IN 5/14/2024 5/31/2024 2305 CORCORAN 52.69$ MN-STP MN - St Paul Taxes 9.875% 4.74$ 9.885% $3.61 1.13$ ADV002 Advance Specialties Company 0545731-IN 5/23/2024 5/31/2024 2305 CORCORAN 663.54$ MN-ROG MN-Rogers City Taxes 8.775% 53.55$ 8.779% $45.90 7.65$ ADV002 Advance Specialties Company 0546129-IN 6/13/2024 8/31/2024 2305 CORCORAN 509.60$ MN-ROG MN-Rogers City Taxes 8.775% 41.10$ 8.773% $35.25 5.85$ ADV002 Advance Specialties Company 0546539-IN 6/30/2024 8/31/2024 2305 CORCORAN 309.73$ MN-HEN MN-Hennepin County Tax 8.525 27.83$ 9.872% $21.21 6.62$ ADV002 Advance Specialties Company 0546980-IN 7/23/2024 8/31/2024 2305 CORCORAN 888.43$ MN-ROG MN-Rogers City Taxes 8.775% 71.69$ 8.778% $61.46 10.23$ ADV002 Advance Specialties Company 0547595-IN 8/15/2024 8/31/2024 2305 CORCORAN 6,273.97$ MN-ROG MN-Rogers City Taxes 8.775% 506.13$ 8.775% $434.03 72.10$ ADV002 Advance Specialties Company 0547673-IN 8/15/2024 8/31/2024 2305 CORCORAN 11,522.65$ MN-ROG MN-Rogers City Taxes 8.775% 929.52$ 8.775% $797.13 132.39$ ADV002 Advance Specialties Company 0547949-IN 8/29/2024 9/30/2024 2305 CORCORAN 997.16$ MN-ROG MN-Rogers City Taxes 8.775% 80.43$ 8.774% $68.98 11.45$ ADV002 Advance Specialties Company 0548113-IN 8/31/2024 9/30/2024 2305 CORCORAN 8,749.01$ MN-ROG MN-Rogers City Taxes 8.775% 705.79$ 8.775% $605.25 100.54$ ADV002 Advance Specialties Company 0548532-IN 9/24/2024 9/30/2024 2305 CORCORAN 211.98$ MN-ROG MN-Rogers City Taxes 8.775% 17.11$ 8.780% $14.66 2.45$ ADV002 Advance Specialties Company 0548533-IN 9/24/2024 9/30/2024 2305 CORCORAN 728.38$ MN-ROG MN-Rogers City Taxes 8.775% 58.75$ 8.774% $50.39 8.36$ ADV002 Advance Specialties Company 0548760-IN 9/30/2024 9/30/2024 2305 CORCORAN 260.73$ MN-HEN MN-Hennepin County Tax 8.525 21.00$ 8.760% $18.04 2.96$ ADV002 Advance Specialties Company 0548913-IN 9/30/2024 9/30/2024 2305 CORCORAN 2,403.83$ MN-ROG MN-Rogers City Taxes 8.775% 193.91$ 8.775% $166.30 27.61$ ADV002 Advance Specialties Company 0548914-IN 9/30/2024 9/30/2024 2305 CORCORAN 291.30$ MN-ROG MN-Rogers City Taxes 8.775% 23.47$ 8.763% $20.15 3.32$ ADV002 Advance Specialties Company 0549644-IN 10/31/2024 11/30/2024 2305 CORCORAN 271.82$ MN-ROG MN-Rogers City Taxes 8.775% 21.93$ 8.776% $18.80 3.13$ AMC001 Amcon Concrete Products LLC 7401639 4/16/2024 5/31/2024 2305 CORCORAN 2,795.16$ MN-ROG MN-Rogers City Taxes 8.775% 225.49$ 8.775% $193.37 32.12$ AMC001 Amcon Concrete Products LLC 7401640 4/16/2024 5/31/2024 2305 CORCORAN 2,549.69$ MN-ROG MN-Rogers City Taxes 8.775% 205.69$ 8.775% $176.39 29.30$ AMC001 Amcon Concrete Products LLC 7405171 4/19/2024 5/31/2024 2305 CORCORAN 2,677.17$ MN-ROG MN-Rogers City Taxes 8.775% 215.97$ 8.775% $185.21 30.76$ AMC001 Amcon Concrete Products LLC 7407925 4/23/2024 5/31/2024 2305 CORCORAN 3,326.88$ MN-ROG MN-Rogers City Taxes 8.775% 268.38$ 8.775% $230.15 38.23$ AMC001 Amcon Concrete Products LLC 7408547 4/23/2024 5/31/2024 2305 CORCORAN 2,365.04$ MN-ROG MN-Rogers City Taxes 8.775% 190.79$ 8.775% $163.61 27.18$ AMC001 Amcon Concrete Products LLC 7419104 5/1/2024 6/30/2024 2305 CORCORAN 3,002.46$ MN-ROG MN-Rogers City Taxes 8.775% 242.21$ 8.775% $207.71 34.50$ AMC001 Amcon Concrete Products LLC 7426349 5/8/2024 6/30/2024 2305 CORCORAN 2,546.97$ MN-ROG MN-Rogers City Taxes 8.775% 205.47$ 8.775% $176.20 29.27$ AMC001 Amcon Concrete Products LLC 7430084 5/13/2024 5/31/2024 2305 CORCORAN 2,662.81$ MN-ROG MN-Rogers City Taxes 8.775% 214.81$ 8.775% $184.21 30.60$ AMC001 Amcon Concrete Products LLC 7441325 5/22/2024 6/30/2024 2305 CORCORAN 100.73$ MN-ROG MN-Rogers City Taxes 8.775% 8.13$ 8.780% $6.97 1.16$ AMC001 Amcon Concrete Products LLC 7441326 5/22/2024 6/30/2024 2305 CORCORAN 2,706.70$ MN-ROG MN-Rogers City Taxes 8.775% 218.35$ 8.775% $187.25 31.10$ AMC001 Amcon Concrete Products LLC 7453156 5/31/2024 7/31/2024 2305 CORCORAN 2,733.03$ MN-ROG MN-Rogers City Taxes 8.775% 220.48$ 8.775% $189.07 31.41$ AMC001 Amcon Concrete Products LLC 7460080 6/7/2024 7/31/2024 2305 CORCORAN 3,363.13$ MN-HEN MN-Hennepin County Tax 8.525 237.43$ 7.596% $235.21 2.22$ AMC001 Amcon Concrete Products LLC 7468313 6/14/2024 7/31/2024 2305 CORCORAN 2,999.74$ MN-ROG MN-Rogers City Taxes 8.775% 241.99$ 8.775% $207.52 34.47$ AMC001 Amcon Concrete Products LLC 7494921 7/10/2024 7/31/2024 2305 CORCORAN 2,546.97$ MN-ROG MN-Rogers City Taxes 8.775% 205.47$ 8.775% $176.20 29.27$ AMC001 Amcon Concrete Products LLC 7511827 7/24/2024 7/31/2024 2305 CORCORAN 727.70$ MN-ROG MN-Rogers City Taxes 8.775% 58.70$ 8.774% $50.34 8.36$ AMC001 Amcon Concrete Products LLC 7522076 7/31/2024 7/31/2024 2305 CORCORAN 65.27$ MN-ROG MN-Rogers City Taxes 8.775% 5.27$ 8.783% $4.52 0.76$ AME034 AmeriGas 3158268614 12/9/2023 12/31/2023 2305 CORCORAN 878.85$ MN-HEN MN-Hennepin County Tax 8.525 69.04$ 8.525% $60.94 8.10$ AME034 AmeriGas 3158268617 12/9/2023 12/31/2023 2305 CORCORAN 828.87$ MN-HEN MN-Hennepin County Tax 8.525 65.11$ 8.525% $57.47 7.64$ AME034 AmeriGas 3158798921 12/23/2023 12/31/2023 2305 CORCORAN 500.35$ MN-HEN MN-Hennepin County Tax 8.525 39.30$ 8.524% $34.69 4.61$ AME034 AmeriGas 3158974341 12/28/2023 12/31/2023 2305 CORCORAN 701.79$ MN-HEN MN-Hennepin County Tax 8.525 55.13$ 8.525% $48.66 6.47$ AME034 AmeriGas 3159303293 1/5/2024 1/31/2024 2305 CORCORAN 96.53$ MN-HEN MN-Hennepin County Tax 8.525 7.58$ 8.522% $6.69 0.89$ AME034 AmeriGas 3159682032 1/12/2024 1/31/2024 2305 CORCORAN 836.65$ MN-HEN MN-Hennepin County Tax 8.525 65.72$ 8.525% $58.01 7.71$ AME034 AmeriGas 3159682033 1/12/2024 1/31/2024 2305 CORCORAN 729.99$ MN-HEN MN-Hennepin County Tax 8.525 57.34$ 8.524% $50.62 6.72$ AME034 AmeriGas 3159866785 1/17/2024 1/31/2024 2305 CORCORAN 449.18$ MN-HEN MN-Hennepin County Tax 8.525 35.28$ 8.524% $31.15 4.13$ AME034 AmeriGas 3159866790 1/17/2024 1/31/2024 2305 CORCORAN 466.93$ MN-HEN MN-Hennepin County Tax 8.525 36.68$ 8.525% $32.38 4.30$ AME034 AmeriGas 3160038840 1/22/2024 1/31/2024 2305 CORCORAN 461.43$ MN-HEN MN-Hennepin County Tax 8.525 36.25$ 8.526% $31.99 4.26$ AME034 AmeriGas 3160038844 1/22/2024 1/31/2024 2305 CORCORAN 694.94$ MN-HEN MN-Hennepin County Tax 8.525 54.59$ 8.525% $48.19 6.40$ AME034 AmeriGas 3160105664 1/24/2024 1/31/2024 2305 CORCORAN 388.70$ MN-HEN MN-Hennepin County Tax 8.525 30.53$ 8.524% $26.95 3.58$ AME034 AmeriGas 3160307955 1/31/2024 1/31/2024 2305 CORCORAN 426.94$ MN-HEN MN-Hennepin County Tax 8.525 33.54$ 8.526% $29.60 3.94$ AME034 AmeriGas 3160968761 2/14/2024 2/28/2024 2305 CORCORAN 441.27$ MN-HEN MN-Hennepin County Tax 8.525 34.66$ 8.524% $30.60 4.06$ AME034 AmeriGas 3160968762 2/14/2024 2/28/2024 2305 CORCORAN 909.58$ MN-HEN MN-Hennepin County Tax 8.525 71.45$ 8.525% $63.07 8.38$ AME034 AmeriGas 3161184474 2/20/2024 2/28/2024 2305 CORCORAN 570.95$ MN-HEN MN-Hennepin County Tax 8.525 44.85$ 8.525% $39.59 5.26$ AME034 AmeriGas 3161719619 3/6/2024 3/31/2024 2305 CORCORAN 376.77$ MN-HEN MN-Hennepin County Tax 8.525 29.60$ 8.526% $26.12 3.48$ AME034 AmeriGas 3162243018 3/19/2024 3/31/2024 2305 CORCORAN 191.13$ MN-HEN MN-Hennepin County Tax 8.525 15.01$ 8.523% $13.25 1.76$ AME034 AmeriGas 3162481592 3/26/2024 3/31/2024 2305 CORCORAN 843.23$ MN-HEN MN-Hennepin County Tax 8.525 66.24$ 8.525% $58.47 7.77$ AME034 AmeriGas 3162481595 3/26/2024 4/30/2024 2305 CORCORAN 787.47$ MN-HEN MN-Hennepin County Tax 8.525 61.86$ 8.525% $54.60 7.26$ AME034 AmeriGas 3162842063 4/4/2024 4/30/2024 2305 CORCORAN 406.78$ MN-HEN MN-Hennepin County Tax 8.525 31.95$ 8.524% $28.21 3.74$ AME034 AmeriGas 3169733528 10/23/2024 10/31/2024 2305 CORCORAN 1,862.96$ MN-HEN MN-Hennepin County Tax 8.525 146.81$ 8.555% $129.14 17.67$ AME034 AmeriGas 3170383327 11/9/2024 11/30/2024 2305 CORCORAN 1,201.62$ MN-HEN MN-Hennepin County Tax 8.525 94.85$ 8.570% $83.28 11.57$ AME034 AmeriGas 3170596693 11/15/2024 11/30/2024 2305 CORCORAN 1,006.08$ MN-HEN MN-Hennepin County Tax 8.525 79.49$ 8.579% $69.73 9.76$ AME034 AmeriGas 3170793182 11/21/2024 11/30/2024 2305 CORCORAN 900.45$ MN-HEN MN-Hennepin County Tax 8.525 71.19$ 8.585% $62.40 8.79$ AME034 AmeriGas 3171027998 11/27/2024 12/31/2024 2305 CORCORAN 1,198.44$ MN-HEN MN-Hennepin County Tax 8.525 94.60$ 8.570% $83.06 11.54$ AME034 AmeriGas 3171471209 12/5/2025 2/28/2025 2305 CORCORAN 1,053.25$ MN-HEN MN-Hennepin County Tax 8.525 83.20$ 8.577% $73.00 10.20$ AME034 AmeriGas 3171577181 12/10/2024 12/31/2024 2305 CORCORAN 887.25$ MN-HEN MN-Hennepin County Tax 8.525 70.16$ 8.587% $61.49 8.67$ AME034 AmeriGas 3171672626 12/12/2024 12/31/2024 2305 CORCORAN 1,045.17$ MN-ROG MN-Rogers City Taxes 8.775% 85.55$ 8.915% $72.21 13.34$ AME034 AmeriGas 3171848508 12/17/2024 12/31/2024 2305 CORCORAN 757.69$ MN-HEN MN-Hennepin County Tax 8.525 59.98$ 8.597% $52.50 7.48$ AME034 AmeriGas 3172000541 12/19/2024 12/31/2024 2305 CORCORAN 837.38$ MN-HEN MN-Hennepin County Tax 8.525 69.23$ 9.013% $57.80 11.43$ AME034 AmeriGas 3172000542 12/19/2024 12/31/2024 2305 CORCORAN 491.75$ MN-HEN MN-Hennepin County Tax 8.525 42.08$ 9.358% $33.84 8.24$ AME034 AmeriGas 3172206414 12/26/2024 12/31/2024 2305 CORCORAN 510.65$ MN-HEN MN-Hennepin County Tax 8.525 40.57$ 8.630% $35.37 5.20$ AME034 AmeriGas 3172206415 12/26/2024 12/31/2024 2305 CORCORAN 589.43$ MN-HEN MN-Hennepin County Tax 8.525 46.76$ 8.617% $40.84 5.92$ AME034 AmeriGas 3172597452 1/6/2025 1/31/2025 2305 CORCORAN 844.54$ MN-HEN MN-Hennepin County Tax 8.525 66.80$ 8.589% $58.52 8.28$ AME034 AmeriGas 3172881841 1/10/2025 1/31/2025 2305 CORCORAN 477.20$ MN-HEN MN-Hennepin County Tax 8.525 37.95$ 8.640% $33.05 4.90$ AME034 AmeriGas 3172881842 1/10/2025 1/31/2025 2305 CORCORAN 541.76$ MN-HEN MN-Hennepin County Tax 8.525 43.02$ 8.626% $37.53 5.49$ AME034 AmeriGas 3173116109 1/24/2025 1/31/2025 2305 CORCORAN 432.13$ MN-HEN MN-Hennepin County Tax 8.525 34.41$ 8.652% $29.93 4.48$ AME034 AmeriGas 3173116110 1/24/2025 1/31/2025 2305 CORCORAN 426.32$ MN-HEN MN-Hennepin County Tax 8.525 33.95$ 8.653% $29.53 4.42$ AME034 AmeriGas 3173243165 1/20/2025 1/31/2025 2305 CORCORAN 492.34$ MN-HEN MN-Hennepin County Tax 8.525 39.14$ 8.636% $34.10 5.04$ AME034 AmeriGas 3173243166 1/20/2025 1/31/2025 2305 CORCORAN 624.04$ MN-HEN MN-Hennepin County Tax 8.525 49.48$ 8.612% $43.24 6.24$ AME034 AmeriGas 3173407946 1/23/2025 1/31/2025 2305 CORCORAN 377.85$ MN-ROG MN-Rogers City Taxes 8.775% 30.14$ 8.668% $26.17 3.97$ AME034 AmeriGas 3173407947 1/23/2025 1/31/2025 2305 CORCORAN 567.99$ MN-HEN MN-Hennepin County Tax 8.525 45.08$ 8.621% $39.35 5.73$ AME034 AmeriGas 3173593580 1/27/2025 1/31/2025 2305 CORCORAN 744.48$ MN-HEN MN-Hennepin County Tax 8.525 58.94$ 8.598% $51.59 7.35$ AME034 AmeriGas 3173593581 1/27/2025 1/31/2025 2305 CORCORAN 235.47$ MN-HEN MN-Hennepin County Tax 8.525 18.96$ 8.757% $16.29 2.67$ AME034 AmeriGas 3178923237 6/30/2025 6/30/2025 2305 CORCORAN 133.07$ MN-HEN MN-Hennepin County Tax 8.525 10.68$ 8.726% $9.21 1.47$ B&F001 BFirst Industrial 14164828-00 12/20/2023 2/28/2024 2305 CORCORAN 375.88$ MN-ROG MN-Rogers City Taxes 8.775% 30.32$ 8.774% $26.00 4.32$ B&F001 BFirst Industrial 14166323-00 2/27/2024 2/28/2024 2305 CORCORAN 899.99$ MN-HEN MN-Hennepin County Tax 8.525 70.70$ 8.525% $62.40 8.30$ B&F001 BFirst Industrial 14172696-00 8/1/2024 8/31/2024 2305 CORCORAN 672.41$ MN-HEN MN-Hennepin County Tax 8.525 54.26$ 8.778% $46.52 7.74$ B&F001 BFirst Industrial 14172696-01 8/7/2024 8/31/2024 2305 CORCORAN 46.04$ MN-HEN MN-Hennepin County Tax 8.525 3.62$ 8.534% $3.19 0.43$ BIF001 Biffs, Inc. INV214837 9/4/2024 9/30/2024 2305 CORCORAN 310.01$ MN-HEN MN-Hennepin County Tax 8.525 25.01$ 8.775% $21.45 3.56$ BIF001 Biffs, Inc. INV219647 10/2/2024 10/31/2024 2305 CORCORAN 310.01$ MN-HEN MN-Hennepin County Tax 8.525 25.01$ 8.775% $21.45 3.56$ BIF001 Biffs, Inc. INV224095 10/30/2024 10/31/2024 2305 CORCORAN 310.01$ MN-HEN MN-Hennepin County Tax 8.525 25.01$ 8.775% $21.45 3.56$ BIF001 Biffs, Inc. INV227154 11/27/2024 11/30/2024 2305 CORCORAN 388.33$ MN-HEN MN-Hennepin County Tax 8.525 31.33$ 8.776% $26.86 4.47$ BIF001 Biffs, Inc. INV236523 2/19/2025 2/28/2025 2305 CORCORAN 388.33$ MN-HEN MN-Hennepin County Tax 8.525 31.33$ 8.776% $26.86 4.47$ BIF001 Biffs, Inc. INV243254 4/16/2025 4/30/2025 2305 CORCORAN 258.90$ MN-HEN MN-Hennepin County Tax 8.525 20.90$ 8.782% $17.91 2.99$ BIF001 Biffs, Inc. INV247567 5/14/2025 5/31/2025 2305 CORCORAN 224.08$ MN-HEN MN-Hennepin County Tax 8.525 18.08$ 8.777% $15.50 2.58$ 307 BIF001 Biffs, Inc. INV252394 6/11/2025 6/30/2025 2305 CORCORAN 168.06$ MN-HEN MN-Hennepin County Tax 8.525 13.56$ 8.777% $11.63 1.93$ BIF001 Biffs, Inc. INV256852 7/9/2025 7/31/2025 2305 CORCORAN 112.04$ MN-HEN MN-Hennepin County Tax 8.525 9.04$ 8.777% $7.75 1.29$ BIF001 Biffs, Inc. INV262078 8/6/2025 8/31/2025 2305 CORCORAN 112.04$ MN-HEN MN-Hennepin County Tax 8.525 9.04$ 8.777% $7.75 1.29$ BIF001 Biffs, Inc. INV266019 9/3/2025 9/30/2025 2305 CORCORAN 112.04$ MN-HEN MN-Hennepin County Tax 8.525 9.04$ 8.777% $7.75 1.29$ BIF001 Biffs, Inc. W941342 11/1/2023 10/31/2023 2305 CORCORAN 327.67$ MN-HEN MN-Hennepin County Tax 8.525 25.74$ 8.525% $22.72 3.02$ BIF001 Biffs, Inc. W945440 11/29/2023 11/30/2023 2305 CORCORAN 354.88$ MN-HEN MN-Hennepin County Tax 8.525 27.88$ 8.526% $24.61 3.27$ BIF001 Biffs, Inc. W949051 12/27/2023 12/31/2023 2305 CORCORAN 354.88$ MN-HEN MN-Hennepin County Tax 8.525 27.88$ 8.526% $24.61 3.27$ BIF001 Biffs, Inc. W952034 1/24/2024 1/31/2024 2305 CORCORAN 356.19$ MN-HEN MN-Hennepin County Tax 8.525 29.19$ 8.927% $24.61 4.58$ BIF001 Biffs, Inc. W954657 REVISED 2/21/2024 2/28/2024 2305 CORCORAN 355.69$ MN-HEN MN-Hennepin County Tax 8.525 28.69$ 8.774% $24.61 4.08$ BIF001 Biffs, Inc. W958826 3/20/2024 3/31/2024 2305 CORCORAN 355.70$ MN-HEN MN-Hennepin County Tax 8.525 28.70$ 8.777% $24.61 4.09$ BIF001 Biffs, Inc. W961961 4/17/2024 4/30/2024 2305 CORCORAN 355.70$ MN-HEN MN-Hennepin County Tax 8.525 28.70$ 8.777% $24.61 4.09$ BIF001 Biffs, Inc. W965709 5/15/2024 5/31/2024 2305 CORCORAN 310.01$ MN-HEN MN-Hennepin County Tax 8.525 25.01$ 8.775% $21.45 3.56$ BIF001 Biffs, Inc. W970041 6/12/2024 6/30/2024 2305 CORCORAN 310.01$ MN-HEN MN-Hennepin County Tax 8.525 25.01$ 8.775% $21.45 3.56$ BIF001 Biffs, Inc. W974829 7/10/2024 7/31/2024 2305 CORCORAN 310.01$ MN-HEN MN-Hennepin County Tax 8.525 25.01$ 8.775% $21.45 3.56$ BIF001 Biffs, Inc. W979661 8/7/2024 7/31/2024 2305 CORCORAN 310.01$ MN-HEN MN-Hennepin County Tax 8.525 25.01$ 8.775% $21.45 3.56$ CEM002 Cemstone Products 7291326 10/5/2023 10/31/2023 2305 CORCORAN 11,434.19$ MN-HEN MN-Hennepin County Tax 8.525 898.19$ 8.525% $792.83 105.36$ CEM002 Cemstone Products 7331064 11/17/2023 11/30/2023 2305 CORCORAN 5,580.16$ MN-HEN MN-Hennepin County Tax 8.525 450.16$ 8.775% $386.03 64.13$ CEM002 Cemstone Products 7334495 11/22/2023 11/30/2023 2305 CORCORAN 5,382.84$ MN-HEN MN-Hennepin County Tax 8.525 422.84$ 8.525% $373.24 49.60$ CEM002 Cemstone Products 7336978 11/29/2023 11/30/2023 2305 CORCORAN 7,952.71$ MN-HEN MN-Hennepin County Tax 8.525 624.71$ 8.525% $551.43 73.28$ CEM002 Cemstone Products 7344855 12/12/2023 12/31/2023 2305 CORCORAN 32,269.91$ MN-HEN MN-Hennepin County Tax 8.525 2,534.91$ 8.525% $2,237.56 297.35$ CEM002 Cemstone Products 7349489 12/21/2023 12/31/2023 2305 CORCORAN 28,862.22$ MN-HEN MN-Hennepin County Tax 8.525 2,267.22$ 8.525% $2,001.27 265.95$ CEM002 Cemstone Products 7350821 12/27/2023 12/31/2023 2305 CORCORAN 16,669.44$ MN-HEN MN-Hennepin County Tax 8.525 1,309.44$ 8.525% $1,155.84 153.60$ CEM002 Cemstone Products 7356019 1/4/2024 1/31/2024 2305 CORCORAN 41,369.73$ MN-HEN MN-Hennepin County Tax 8.525 3,249.73$ 8.525% $2,868.53 381.20$ CEM002 Cemstone Products 7358754 1/10/2024 1/31/2024 2305 CORCORAN 9,940.89$ MN-HEN MN-Hennepin County Tax 8.525 780.89$ 8.525% $689.29 91.60$ CEM002 Cemstone Products 7359402 1/19/2024 1/31/2024 2305 CORCORAN 9,506.79$ MN-HEN MN-Hennepin County Tax 8.525 746.79$ 8.525% $659.19 87.60$ CEM002 Cemstone Products 7367158 2/7/2024 2/28/2024 2305 CORCORAN 12,281.77$ MN-HEN MN-Hennepin County Tax 8.525 964.77$ 8.525% $851.60 113.17$ CEM002 Cemstone Products 7369167 2/13/2024 2/28/2024 2305 CORCORAN 15,455.05$ MN-HEN MN-Hennepin County Tax 8.525 1,214.05$ 8.525% $1,071.64 142.41$ CEM002 Cemstone Products 7372459 2/20/2024 2/28/2024 2305 CORCORAN 7,198.46$ MN-HEN MN-Hennepin County Tax 8.525 565.46$ 8.525% $499.13 66.33$ CEM002 Cemstone Products 7376023 2/27/2024 2/28/2024 2305 CORCORAN 11,888.91$ MN-HEN MN-Hennepin County Tax 8.525 933.91$ 8.525% $824.36 109.55$ CEM002 Cemstone Products 7379144 3/4/2024 3/31/2024 2305 CORCORAN 8,530.07$ MN-HEN MN-Hennepin County Tax 8.525 670.07$ 8.525% $591.47 78.61$ CEM002 Cemstone Products 7381193 3/7/2024 3/31/2024 2305 CORCORAN 12,378.36$ MN-HEN MN-Hennepin County Tax 8.525 972.36$ 8.525% $858.30 114.06$ CEM002 Cemstone Products 7383703 3/13/2024 3/31/2024 2305 CORCORAN 7,231.02$ MN-HEN MN-Hennepin County Tax 8.525 568.02$ 8.525% $501.39 66.63$ CEM002 Cemstone Products 7385177 3/14/2024 3/31/2024 2305 CORCORAN 634.87$ MN-HEN MN-Hennepin County Tax 8.525 49.87$ 8.525% $44.02 5.85$ CEM002 Cemstone Products 7387377 3/19/2024 3/31/2024 2305 CORCORAN 786.81$ MN-HEN MN-Hennepin County Tax 8.525 61.81$ 8.526% $54.56 7.25$ CEM002 Cemstone Products 7388614 3/21/2024 4/30/2024 2305 CORCORAN 8,530.07$ MN-HEN MN-Hennepin County Tax 8.525 670.07$ 8.525% $591.47 78.61$ CEM002 Cemstone Products 7391638 3/28/2024 4/30/2024 2305 CORCORAN 3,848.30$ MN-HEN MN-Hennepin County Tax 8.525 302.30$ 8.525% $266.84 35.46$ CEM002 Cemstone Products 7395575 4/2/2024 4/30/2024 2305 CORCORAN 4,462.55$ MN-HEN MN-Hennepin County Tax 8.525 350.55$ 8.525% $309.43 41.12$ CEM002 Cemstone Products 7400913 4/9/2024 4/30/2024 2305 CORCORAN 8,308.67$ MN-HEN MN-Hennepin County Tax 8.525 652.67$ 8.525% $576.11 76.56$ CEM002 Cemstone Products 7404120 4/12/2024 4/30/2024 2305 CORCORAN 4,045.81$ MN-HEN MN-Hennepin County Tax 8.525 317.81$ 8.525% $280.53 37.28$ CEM002 Cemstone Products 7405521 4/15/2024 4/30/2024 2305 CORCORAN 7,743.26$ MN-HEN MN-Hennepin County Tax 8.525 608.26$ 8.525% $536.91 71.35$ CEM002 Cemstone Products 7409427 4/19/2024 7/31/2024 2305 CORCORAN 702.70$ MN-HEN MN-Hennepin County Tax 8.525 55.20$ 8.525% $48.72 6.48$ CEM002 Cemstone Products 7410232 4/22/2024 7/31/2024 2305 CORCORAN 614.58$ MN-HEN MN-Hennepin County Tax 8.525 49.58$ 8.775% $42.52 7.06$ CEM002 Cemstone Products 7410233 4/22/2024 7/31/2024 2305 CORCORAN 454.68$ MN-HEN MN-Hennepin County Tax 8.525 36.68$ 8.775% $31.45 5.23$ CEM002 Cemstone Products 7411745 4/23/2024 7/31/2024 2305 CORCORAN 1,913.90$ MN-HEN MN-Hennepin County Tax 8.525 154.40$ 8.775% $132.40 22.00$ CEM002 Cemstone Products 7411746 4/23/2024 7/31/2024 2305 CORCORAN 777.74$ MN-HEN MN-Hennepin County Tax 8.525 62.74$ 8.775% $53.80 8.94$ CEM002 Cemstone Products 7413010 4/24/2024 7/31/2024 2305 CORCORAN 1,909.50$ MN-HEN MN-Hennepin County Tax 8.525 150.00$ 8.525% $132.40 17.60$ CEM002 Cemstone Products 7415886 4/25/2024 7/31/2024 2305 CORCORAN 613.17$ MN-HEN MN-Hennepin County Tax 8.525 48.17$ 8.526% $42.52 5.65$ CEM002 Cemstone Products 7420529 5/1/2024 7/31/2024 2305 CORCORAN 6,972.73$ MN-HEN MN-Hennepin County Tax 8.525 547.73$ 8.525% $483.48 64.25$ CEM002 Cemstone Products 7423140 5/3/2024 7/31/2024 2305 CORCORAN 1,717.01$ MN-HEN MN-Hennepin County Tax 8.525 138.51$ 8.775% $118.78 19.73$ CEM002 Cemstone Products 7427694 5/8/2024 7/31/2024 2305 CORCORAN 2,307.66$ MN-HEN MN-Hennepin County Tax 8.525 186.16$ 8.775% $159.64 26.52$ CEM002 Cemstone Products 7434610 5/14/2024 7/31/2024 2305 CORCORAN 614.58$ MN-HEN MN-Hennepin County Tax 8.525 49.58$ 8.775% $42.52 7.06$ CEM002 Cemstone Products 7436356 5/15/2024 7/31/2024 2305 CORCORAN 6,555.00$ MN-HEN MN-Hennepin County Tax 8.525 514.92$ 8.525% $454.52 60.40$ CEM002 Cemstone Products 7441175 5/20/2024 7/31/2024 2305 CORCORAN 764.69$ MN-HEN MN-Hennepin County Tax 8.525 61.69$ 8.775% $52.90 8.79$ CEM002 Cemstone Products 7446713 5/23/2024 7/31/2024 2305 CORCORAN 1,618.57$ MN-HEN MN-Hennepin County Tax 8.525 130.57$ 8.775% $111.97 18.60$ CEM002 Cemstone Products 7450245 5/29/2024 7/31/2024 2305 CORCORAN 666.25$ MN-HEN MN-Hennepin County Tax 8.525 53.75$ 8.776% $46.09 7.66$ CEM002 Cemstone Products 7452167 5/30/2024 7/31/2024 2305 CORCORAN 2,941.82$ MN-HEN MN-Hennepin County Tax 8.525 237.32$ 8.775% $203.51 33.81$ CEM002 Cemstone Products 7457983 6/4/2024 7/31/2024 2305 CORCORAN 567.81$ MN-HEN MN-Hennepin County Tax 8.525 45.81$ 8.776% $39.28 6.53$ CEM002 Cemstone Products 7465443 6/10/2024 7/31/2024 2305 CORCORAN 688.00$ MN-HEN MN-Hennepin County Tax 8.525 55.50$ 8.775% $47.60 7.90$ CEM002 Cemstone Products 7475728 6/19/2024 7/31/2024 2305 CORCORAN 395.94$ MN-HEN MN-Hennepin County Tax 8.525 31.94$ 8.775% $27.39 4.55$ CEM002 Cemstone Products 7494163 7/8/2024 7/31/2024 2305 CORCORAN 2,035.93$ MN-HEN MN-Hennepin County Tax 8.525 159.93$ 8.525% $141.17 18.76$ CEM002 Cemstone Products 7502516 7/15/2024 7/31/2024 2305 CORCORAN 4,098.99$ MN-HEN MN-Hennepin County Tax 8.525 321.99$ 8.525% $284.22 37.77$ CEM002 Cemstone Products 7505650 7/17/2024 7/31/2024 2305 CORCORAN 1,066.00$ MN-HEN MN-Hennepin County Tax 8.525 86.00$ 8.776% $73.75 12.26$ CEM002 Cemstone Products 7507584 7/18/2024 7/31/2024 2305 CORCORAN 1,020.31$ MN-HEN MN-Hennepin County Tax 8.525 82.31$ 8.775% $70.58 11.73$ CEM002 Cemstone Products 7512227 7/23/2024 7/31/2024 2305 CORCORAN 775.95$ MN-HEN MN-Hennepin County Tax 8.525 60.95$ 8.524% $53.80 7.15$ CEM002 Cemstone Products 7526164 8/1/2024 8/31/2024 2305 CORCORAN 539.91$ MN-HEN MN-Hennepin County Tax 8.525 42.41$ 8.525% $37.44 4.97$ CEM002 Cemstone Products 7529433 8/6/2024 8/31/2024 2305 CORCORAN 1,258.89$ MN-HEN MN-Hennepin County Tax 8.525 98.89$ 8.525% $87.29 11.60$ CEM002 Cemstone Products 7537931 8/13/2024 8/31/2024 2305 CORCORAN 1,258.89$ MN-HEN MN-Hennepin County Tax 8.525 98.89$ 8.525% $87.29 11.60$ CEM002 Cemstone Products 7537940 8/13/2024 8/31/2024 2305 CORCORAN 313.64$ MN-HEN MN-Hennepin County Tax 8.525 24.64$ 8.526% $21.75 2.89$ CEM002 Cemstone Products 7564939 9/5/2024 9/30/2024 2305 CORCORAN 875.64$ MN-HEN MN-Hennepin County Tax 8.525 70.64$ 8.775% $60.58 10.06$ CEM002 Cemstone Products 7568680 9/9/2024 9/30/2024 2305 CORCORAN 461.23$ MN-HEN MN-Hennepin County Tax 8.525 36.23$ 8.525% $31.98 4.25$ CEM002 Cemstone Products 7573999 9/12/2024 9/30/2024 2305 CORCORAN 797.66$ MN-HEN MN-Hennepin County Tax 8.525 62.66$ 8.525% $55.31 7.35$ CEM002 Cemstone Products 7589218 9/25/2024 9/30/2024 2305 CORCORAN 1,101.53$ MN-HEN MN-Hennepin County Tax 8.525 86.53$ 8.525% $76.38 10.15$ CEM002 Cemstone Products 7601690 10/4/2024 10/31/2024 2305 CORCORAN 710.84$ MN-HEN MN-Hennepin County Tax 8.525 55.84$ 8.525% $49.29 6.55$ CEM002 Cemstone Products 7612234 10/3/2024 10/31/2024 2305 CORCORAN 851.92$ MN-HEN MN-Hennepin County Tax 8.525 66.92$ 8.525% $59.07 7.85$ CEM002 Cemstone Products 7638354 11/8/2024 11/30/2024 2305 CORCORAN 487.28$ MN-HEN MN-Hennepin County Tax 8.525 38.28$ 8.526% $33.79 4.49$ CEM002 Cemstone Products 7655888 12/5/2024 2/28/2025 2305 CORCORAN 122.09$ MN-HEN MN-Hennepin County Tax 8.525 9.59$ 8.524% $8.47 1.12$ CEM002 Cemstone Products 7656855 12/3/2024 2/28/2025 2305 CORCORAN 122.09$ MN-HEN MN-Hennepin County Tax 8.525 9.59$ 8.524% $8.47 1.12$ CEM002 Cemstone Products 7659118 12/9/2024 2/28/2025 2305 CORCORAN 109.88$ MN-HEN MN-Hennepin County Tax 8.525 8.63$ 8.523% $7.62 1.01$ CEM002 Cemstone Products 7659123 12/10/2024 2/28/2025 2305 CORCORAN 109.88$ MN-HEN MN-Hennepin County Tax 8.525 8.63$ 8.523% $7.62 1.01$ CEM002 Cemstone Products 7659130 12/11/2024 2/28/2025 2305 CORCORAN 109.88$ MN-HEN MN-Hennepin County Tax 8.525 8.63$ 8.523% $7.62 1.01$ CEM002 Cemstone Products 7659131 12/11/2024 2/28/2025 2305 CORCORAN 109.88$ MN-HEN MN-Hennepin County Tax 8.525 8.63$ 8.523% $7.62 1.01$ CEM002 Cemstone Products 7660251 12/16/2024 12/31/2024 2305 CORCORAN 795.49$ MN-HEN MN-Hennepin County Tax 8.525 62.49$ 8.525% $55.16 7.33$ CEM002 Cemstone Products 7662946 12/19/2024 2/28/2025 2305 CORCORAN 137.28$ MN-HEN MN-Hennepin County Tax 8.525 10.78$ 8.522% $9.52 1.26$ CEM002 Cemstone Products 7662947 12/17/2024 2/28/2025 2305 CORCORAN 125.08$ MN-HEN MN-Hennepin County Tax 8.525 9.83$ 8.529% $8.67 1.16$ CEM002 Cemstone Products 7668580 1/9/2025 1/31/2025 2305 CORCORAN 684.79$ MN-HEN MN-Hennepin County Tax 8.525 53.79$ 8.525% $47.48 6.31$ CEM002 Cemstone Products 7672512 1/16/2025 2/28/2025 2305 CORCORAN 122.09$ MN-HEN MN-Hennepin County Tax 8.525 9.59$ 8.524% $8.47 1.12$ CEN015 Centerpoint Energy 137635580 FINAL 7/11/2025 7/31/2025 2305 CORCORAN 80.04$ MN-HEN MN-Hennepin County Tax 8.525 6.29$ 8.529% $5.55 0.74$ CEN015 Centerpoint Energy 13763580 FEB25 2/28/2025 4/30/2025 2305 CORCORAN 300.33$ MN-HEN MN-Hennepin County Tax 8.525 23.60$ 8.528% $20.82 2.78$ CEN015 Centerpoint Energy 137635801 APR25 4/29/2025 4/30/2025 2305 CORCORAN 682.76$ MN-HEN MN-Hennepin County Tax 8.525 53.63$ 8.524% $47.34 6.29$ CEN015 Centerpoint Energy 137635801 DEC24 2/27/2025 4/30/2025 2305 CORCORAN 515.03$ MN-HEN MN-Hennepin County Tax 8.525 40.46$ 8.526% $35.71 4.75$ CEN015 Centerpoint Energy 137635801 MAR25 3/31/2025 4/30/2025 2305 CORCORAN 1,000.29$ MN-HEN MN-Hennepin County Tax 8.525 78.58$ 8.525% $69.36 9.22$ CEN015 Centerpoint Energy 13763580JAN25 1/13/2025 1/31/2025 2305 CORCORAN 101.43$ MN-HEN MN-Hennepin County Tax 8.525 7.97$ 8.528% $7.03 0.94$ CIT003 Citi-Cargo & Storage 469218A 12/4/2023 4/30/2024 2305 CORCORAN 190.37$ MN-ROG MN-Rogers City Taxes 8.775% 15.37$ 8.783% $13.17 2.20$ CIT003 Citi-Cargo & Storage 4744204A 4/5/2024 4/30/2024 2305 CORCORAN 212.12$ MN-HEN MN-Hennepin County Tax 8.525 17.12$ 8.779% $14.67 2.45$ CIT003 Citi-Cargo & Storage 487479A 3/11/2025 3/31/2025 2305 CORCORAN 190.37$ MN-ROG MN-Rogers City Taxes 8.775% 15.37$ 8.783% $13.17 2.20$ CIT003 Citi-Cargo & Storage 487508A 3/12/2025 3/31/2025 2305 CORCORAN 190.37$ MN-ROG MN-Rogers City Taxes 8.775% 15.37$ 8.783% $13.17 2.20$ CIT003 Citi-Cargo & Storage 487576A 3/14/2025 3/31/2025 2305 CORCORAN 190.37$ MN-ROG MN-Rogers City Taxes 8.775% 15.37$ 8.783% $13.17 2.20$ CIT003 Citi-Cargo & Storage SI299308 10/12/2023 10/31/2023 2305 CORCORAN 161.29$ MN-HEN MN-Hennepin County Tax 8.525 11.29$ 7.527% $11.29 0.00$ CIT003 Citi-Cargo & Storage SI300697 11/9/2023 11/30/2023 2305 CORCORAN 162.79$ MN-HEN MN-Hennepin County Tax 8.525 12.79$ 8.527% $11.29 1.50$ CIT003 Citi-Cargo & Storage SI302192 12/13/2023 12/31/2023 2305 CORCORAN 341.85$ MN-HEN MN-Hennepin County Tax 8.525 26.85$ 8.524% $23.70 3.15$ CIT003 Citi-Cargo & Storage SI303570 1/12/2024 1/31/2024 2305 CORCORAN 325.58$ MN-HEN MN-Hennepin County Tax 8.525 25.58$ 8.527% $22.58 3.01$ CIT003 Citi-Cargo & Storage SI304908 2/12/2024 2/28/2024 2305 CORCORAN 325.58$ MN-HEN MN-Hennepin County Tax 8.525 25.58$ 8.527% $22.58 3.01$ CIT003 Citi-Cargo & Storage SI306351 3/8/2024 3/31/2024 2305 CORCORAN 325.58$ MN-HEN MN-Hennepin County Tax 8.525 25.58$ 8.527% $22.58 3.01$ CIT003 Citi-Cargo & Storage SI307593 4/8/2024 4/30/2024 2305 CORCORAN 325.58$ MN-HEN MN-Hennepin County Tax 8.525 25.58$ 8.527% $22.58 3.01$ CIT003 Citi-Cargo & Storage SI307614 4/8/2024 4/30/2024 2305 CORCORAN 135.66$ MN-HEN MN-Hennepin County Tax 8.525 10.66$ 8.528% $9.41 1.25$ CIT003 Citi-Cargo & Storage SI308799 5/6/2024 5/31/2024 2305 CORCORAN 135.66$ MN-HEN MN-Hennepin County Tax 8.525 10.66$ 8.528% $9.41 1.25$ CIT003 Citi-Cargo & Storage SI308949 5/8/2024 5/31/2024 2305 CORCORAN 325.58$ MN-HEN MN-Hennepin County Tax 8.525 25.58$ 8.527% $22.58 3.01$ CIT003 Citi-Cargo & Storage SI310125 6/6/2024 8/31/2024 2305 CORCORAN 135.66$ MN-HEN MN-Hennepin County Tax 8.525 10.66$ 8.528% $9.41 1.25$ CIT003 Citi-Cargo & Storage SI310356 6/10/2024 8/31/2024 2305 CORCORAN 325.58$ MN-HEN MN-Hennepin County Tax 8.525 25.58$ 8.527% $22.58 3.01$ CIT003 Citi-Cargo & Storage SI311468 7/8/2024 8/31/2024 2305 CORCORAN 325.58$ MN-HEN MN-Hennepin County Tax 8.525 25.58$ 8.527% $22.58 3.01$ CIT003 Citi-Cargo & Storage SI311482 7/8/2024 8/31/2024 2305 CORCORAN 135.66$ MN-HEN MN-Hennepin County Tax 8.525 10.66$ 8.528% $9.41 1.25$ CIT003 Citi-Cargo & Storage SI312839 8/6/2024 8/31/2024 2305 CORCORAN 136.28$ MN-HEN MN-Hennepin County Tax 8.525 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI312951 8/8/2024 8/31/2024 2305 CORCORAN 327.08$ MN-HEN MN-Hennepin County Tax 8.525 27.08$ 9.027% $22.58 4.51$ CIT003 Citi-Cargo & Storage SI314161 9/9/2024 9/30/2024 2305 CORCORAN 136.28$ MN-HEN MN-Hennepin County Tax 8.525 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI314211 9/9/2024 9/30/2024 2305 CORCORAN 327.08$ MN-HEN MN-Hennepin County Tax 8.525 27.08$ 9.027% $22.58 4.51$ CIT003 Citi-Cargo & Storage SI315476 10/7/2024 10/31/2024 2305 CORCORAN 136.28$ MN-ROG MN-Rogers City Taxes 8.775% 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI315622 10/9/2024 10/31/2024 2305 CORCORAN 327.08$ MN-ROG MN-Rogers City Taxes 8.775% 27.08$ 9.027% $22.58 4.51$ CIT003 Citi-Cargo & Storage SI316938 11/8/2024 11/30/2024 2305 CORCORAN 136.28$ MN-ROG MN-Rogers City Taxes 8.775% 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI317019 11/12/2024 11/30/2024 2305 CORCORAN 327.08$ MN-HEN MN-Hennepin County Tax 8.525 27.08$ 9.027% $22.58 4.51$ CIT003 Citi-Cargo & Storage SI318298 12/6/2024 12/31/2024 2305 CORCORAN 136.28$ MN-HEN MN-Hennepin County Tax 8.525 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI318358 12/9/2024 12/31/2024 2305 CORCORAN 327.08$ MN-ROG MN-Rogers City Taxes 8.775% 27.08$ 9.027% $22.58 4.51$ 308 CIT003 Citi-Cargo & Storage SI319610 1/7/2025 1/31/2025 2305 CORCORAN 136.28$ MN-HEN MN-Hennepin County Tax 8.525 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI319663 1/8/2025 1/31/2025 2305 CORCORAN 327.08$ MN-ROG MN-Rogers City Taxes 8.775% 27.08$ 9.027% $22.58 4.51$ CIT003 Citi-Cargo & Storage SI320944 2/7/2025 2/28/2025 2305 CORCORAN 136.28$ MN-HEN MN-Hennepin County Tax 8.525 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI321050 2/11/2025 2/28/2025 2305 CORCORAN 327.08$ MN-ROG MN-Rogers City Taxes 8.775% 27.08$ 9.027% $22.58 4.51$ CIT003 Citi-Cargo & Storage SI322193 3/7/2025 3/31/2025 2305 CORCORAN 136.28$ MN-HEN MN-Hennepin County Tax 8.525 11.28$ 9.024% $9.41 1.87$ CIT003 Citi-Cargo & Storage SI322274 3/10/2025 3/31/2025 2305 CORCORAN 327.08$ MN-ROG MN-Rogers City Taxes 8.775% 27.08$ 9.027% $22.58 4.51$ COL014 Columbia Pipe & Supply #1480 0565244 5/29/2024 5/31/2024 2305 CORCORAN 2,021.96$ MN-HEN MN-Hennepin County Tax 8.525 158.83$ 8.525% $140.20 18.63$ COL014 Columbia Pipe & Supply #1480 0620898 6/14/2024 6/30/2024 2305 CORCORAN 681.23$ MN-HEN MN-Hennepin County Tax 8.525 53.52$ 8.526% $47.24 6.28$ COL014 Columbia Pipe & Supply #1480 0637667 6/19/2024 6/30/2024 2305 CORCORAN 308.81$ MN-HEN MN-Hennepin County Tax 8.525 24.25$ 8.522% $21.41 2.84$ COL014 Columbia Pipe & Supply #1480 0637681 6/19/2024 6/30/2024 2305 CORCORAN 49.66$ MN-HEN MN-Hennepin County Tax 8.525 3.90$ 8.523% $3.44 0.46$ COL014 Columbia Pipe & Supply #1480 0748746 7/25/2024 9/30/2024 2305 CORCORAN 999.64$ MN-HEN MN-Hennepin County Tax 8.525 78.52$ 8.524% $69.31 9.21$ COL014 Columbia Pipe & Supply #1480 0753230 7/26/2024 8/31/2024 2305 CORCORAN 349.55$ MN-HEN MN-Hennepin County Tax 8.525 27.46$ 8.526% $24.24 3.22$ COL014 Columbia Pipe & Supply #1480 0814391 8/14/2024 8/31/2024 2305 CORCORAN 1,304.95$ MN-HEN MN-Hennepin County Tax 8.525 102.51$ 8.525% $90.48 12.03$ COL014 Columbia Pipe & Supply #1480 0819353 8/15/2024 8/31/2024 2305 CORCORAN 353.81$ MN-HEN MN-Hennepin County Tax 8.525 27.79$ 8.524% $24.53 3.26$ COL014 Columbia Pipe & Supply #1480 0825431 8/16/2024 8/31/2024 2305 CORCORAN 508.32$ MN-HEN MN-Hennepin County Tax 8.525 39.93$ 8.525% $35.25 4.68$ COL014 Columbia Pipe & Supply #1480 0911610 9/20/2024 10/31/2024 2305 CORCORAN 337.32$ MN-HEN MN-Hennepin County Tax 8.525 26.50$ 8.526% $23.39 3.11$ COL014 Columbia Pipe & Supply #1480 0955779 10/1/2024 10/31/2024 2305 CORCORAN 1,026.32$ MN-HEN MN-Hennepin County Tax 8.525 80.61$ 8.524% $71.16 9.45$ COL014 Columbia Pipe & Supply #1480 0976578 10/4/2024 10/31/2024 2305 CORCORAN 529.19$ MN-HEN MN-Hennepin County Tax 8.525 41.56$ 8.523% $36.69 4.87$ COL014 Columbia Pipe & Supply #1480 0998690 10/11/2024 11/30/2024 2305 CORCORAN 1,907.44$ MN-HEN MN-Hennepin County Tax 8.525 149.85$ 8.526% $132.26 17.59$ COL014 Columbia Pipe & Supply #1480 1008308 10/16/2024 11/30/2024 2305 CORCORAN 278.74$ MN-HEN MN-Hennepin County Tax 8.525 21.90$ 8.527% $19.33 2.57$ COL014 Columbia Pipe & Supply #1480 1013610 10/17/2024 10/31/2024 2305 CORCORAN 161.88$ MN-HEN MN-Hennepin County Tax 8.525 12.72$ 8.528% $11.22 1.50$ COL014 Columbia Pipe & Supply #1480 1013659 10/17/2024 10/31/2024 2305 CORCORAN 201.28$ MN-HEN MN-Hennepin County Tax 8.525 15.81$ 8.524% $13.96 1.85$ COL014 Columbia Pipe & Supply #1480 1013668 10/17/2024 10/31/2024 2305 CORCORAN 17.29$ MN-HEN MN-Hennepin County Tax 8.525 1.36$ 8.537% $1.20 0.16$ COL014 Columbia Pipe & Supply #1480 4252660 10/13/2023 10/31/2023 2305 CORCORAN 2,082.07$ MN-HEN MN-Hennepin County Tax 8.525 167.96$ 8.775% $144.04 23.92$ COL014 Columbia Pipe & Supply #1480 4265550 10/31/2023 1/31/2024 2305 CORCORAN 446.53$ MN-HEN MN-Hennepin County Tax 8.525 35.08$ 8.526% $30.96 4.12$ COL014 Columbia Pipe & Supply #1480 4286351 12/1/2023 12/31/2023 2305 CORCORAN 355.00$ MN-ROG MN-Rogers City Taxes 8.775% 27.88$ 8.523% $24.62 3.26$ COL014 Columbia Pipe & Supply #1480 4291734 12/11/2023 12/31/2023 2305 CORCORAN 321.24$ MN-ROG MN-Rogers City Taxes 8.775% 25.24$ 8.527% $22.27 2.97$ COL014 Columbia Pipe & Supply #1480 4293541 12/13/2023 12/31/2023 2305 CORCORAN 67.42$ MN-ROG MN-Rogers City Taxes 8.775% 5.30$ 8.532% $4.67 0.63$ COL014 Columbia Pipe & Supply #1480 4297807 12/19/2023 12/31/2023 2305 CORCORAN 72.80$ MN-ROG MN-Rogers City Taxes 8.775% 5.72$ 8.527% $5.05 0.67$ COL014 Columbia Pipe & Supply #1480 4304604 1/2/2024 1/31/2024 2305 CORCORAN 119.41$ MN-ROG MN-Rogers City Taxes 8.775% 9.38$ 8.525% $8.28 1.10$ COL014 Columbia Pipe & Supply #1480 4312256 1/12/2024 1/31/2024 2305 CORCORAN 59.16$ MN-ROG MN-Rogers City Taxes 8.775% 4.65$ 8.531% $4.10 0.55$ COL014 Columbia Pipe & Supply #1480 4318146 1/23/2024 1/31/2024 2305 CORCORAN 25.89$ MN-ROG MN-Rogers City Taxes 8.775% 2.03$ 8.508% $1.80 0.23$ COL014 Columbia Pipe & Supply #1480 4320644 1/25/2024 1/31/2024 2305 CORCORAN 90.81$ MN-ROG MN-Rogers City Taxes 8.775% 7.13$ 8.521% $6.30 0.83$ COL014 Columbia Pipe & Supply #1480 4321467 1/26/2024 1/31/2024 2305 CORCORAN 91.51$ MN-ROG MN-Rogers City Taxes 8.775% 7.19$ 8.527% $6.35 0.84$ COL014 Columbia Pipe & Supply #1480 4324833 1/31/2024 1/31/2024 2305 CORCORAN 287.51$ MN-HEN MN-Hennepin County Tax 8.525 22.58$ 8.523% $19.94 2.64$ COL014 Columbia Pipe & Supply #1480 4326549 2/2/2024 2/28/2024 2305 CORCORAN 128.09$ MN-HEN MN-Hennepin County Tax 8.525 10.06$ 8.523% $8.88 1.18$ COL014 Columbia Pipe & Supply #1480 4328505 2/6/2024 2/28/2024 2305 CORCORAN 2,674.02$ MN-HEN MN-Hennepin County Tax 8.525 210.05$ 8.525% $185.41 24.64$ COL014 Columbia Pipe & Supply #1480 0565244-1 6/3/2024 6/30/2024 2305 CORCORAN 60.91$ MN-HEN MN-Hennepin County Tax 8.525 4.79$ 8.535% $4.22 0.57$ COL014 Columbia Pipe & Supply #1480 0565244-2 6/5/2024 6/30/2024 2305 CORCORAN 96.82$ MN-HEN MN-Hennepin County Tax 8.525 7.61$ 8.530% $6.71 0.90$ COL014 Columbia Pipe & Supply #1480 0955779-1 10/2/2024 10/31/2024 2305 CORCORAN 43.08$ MN-HEN MN-Hennepin County Tax 8.525 3.38$ 8.514% $2.99 0.39$ COL014 Columbia Pipe & Supply #1480 0976578-1 10/8/2024 10/31/2024 2305 CORCORAN 170.01$ MN-HEN MN-Hennepin County Tax 8.525 13.35$ 8.522% $11.79 1.56$ COL014 Columbia Pipe & Supply #1480 X950122 4/25/2024 4/30/2024 2305 CORCORAN 17,247.72$ MN-HEN MN-Hennepin County Tax 8.525 1,354.86$ 8.525% $1,195.94 158.92$ CON007 Construction Supply Inc 25524 1/23/2025 1/31/2025 2305 CORCORAN 1,085.59$ MN-HEN MN-Hennepin County Tax 8.525 87.59$ 8.777% $75.10 12.49$ CON029 Construction Specialties, INC. A2 45001843 1/21/2025 3/31/2025 2305 CORCORAN 2,857.46$ MN-HEN MN-Hennepin County Tax 8.525 224.46$ 8.525% $198.13 26.33$ DUK004 Duke Rentals 577775-0001 8/7/2024 8/31/2024 2305 CORCORAN 2,888.85$ MN-ROG MN-Rogers City Taxes 8.775% 233.05$ 8.775% $199.85 33.20$ ESC001 Esch Construction Supply INV58786 1/29/2024 2/28/2024 2305 CORCORAN 344.34$ MN-HEN MN-Hennepin County Tax 8.525 27.06$ 8.529% $23.88 3.18$ ESS001 Ess Bros. & Sons Inc. EE1103 1/31/2024 2/28/2024 2305 CORCORAN 1,389.12$ MN-HEN MN-Hennepin County Tax 8.525 109.12$ 8.525% $96.32 12.80$ ESS001 Ess Bros. & Sons Inc. EE2060 4/25/2024 5/31/2024 2305 CORCORAN 3,426.68$ MN-HEN MN-Hennepin County Tax 8.525 269.18$ 8.525% $237.60 31.58$ ESS001 Ess Bros. & Sons Inc. EE8072 9/26/2024 9/30/2024 2305 CORCORAN 6,370.43$ MN-HEN MN-Hennepin County Tax 8.525 500.43$ 8.525% $441.72 58.71$ ESS001 Ess Bros. & Sons Inc. EE8547 10/7/2024 10/31/2024 2305 CORCORAN 461.24$ MN-HEN MN-Hennepin County Tax 8.525 36.24$ 8.527% $31.98 4.26$ ESS001 Ess Bros. & Sons Inc. EE8754 10/10/2024 10/31/2024 2305 CORCORAN 1,535.63$ MN-HEN MN-Hennepin County Tax 8.525 120.63$ 8.525% $106.48 14.15$ ESS001 Ess Bros. & Sons Inc. FF5435 7/30/2025 7/31/2025 2305 CORCORAN 1,134.09$ MN-HEN MN-Hennepin County Tax 8.525 89.09$ 8.525% $78.64 10.45$ ESS001 Ess Bros. & Sons Inc. FF6129 8/14/2025 8/31/2025 2305 CORCORAN 255.04$ MN-HEN MN-Hennepin County Tax 8.525 20.04$ 8.528% $17.68 2.36$ FAS001 Fastenal Company MNBAX264374 10/23/2023 10/31/2023 2305 CORCORAN 604.59$ MN-BAX MN-Baxter City Taxes 7.875% 48.77$ 8.774% $41.83 6.94$ FAS001 Fastenal Company MNBAX265950 1/26/2024 1/31/2024 2305 CORCORAN 263.30$ MN-ROG MN-Rogers City Taxes 8.775% 21.24$ 8.775% $18.22 3.02$ FAS001 Fastenal Company MNBAX266183 2/9/2024 2/28/2024 2305 CORCORAN 278.73$ MN-ROG MN-Rogers City Taxes 8.775% 22.49$ 8.777% $19.28 3.21$ FAS001 Fastenal Company MNBAX266183 2/9/2024 2/28/2024 2305 CORCORAN 43.69$ MN-ROG MN-Rogers City Taxes 8.775% 3.52$ 8.763% $3.02 0.50$ FAS001 Fastenal Company MNBAX267505 4/25/2024 4/30/2024 2305 CORCORAN 135.15$ MN-HEN MN-Hennepin County Tax 8.525 10.90$ 8.773% $9.35 1.55$ FAS001 Fastenal Company MNBAX268478 6/19/2024 6/30/2024 2305 CORCORAN 204.64$ MN-HEN MN-Hennepin County Tax 8.525 16.51$ 8.776% $14.16 2.35$ FAS001 Fastenal Company MNBAX268479 6/19/2024 6/30/2024 2305 CORCORAN 116.83$ MN-HEN MN-Hennepin County Tax 8.525 9.18$ 8.528% $8.10 1.08$ FAS001 Fastenal Company MNBAX268576 6/25/2024 6/30/2024 2305 CORCORAN 406.50$ MN-HEN MN-Hennepin County Tax 8.525 31.93$ 8.524% $28.19 3.74$ FAS001 Fastenal Company MNBAX268736 7/9/2024 7/31/2024 2305 CORCORAN 114.10$ MN-HEN MN-Hennepin County Tax 8.525 9.20$ 8.770% $7.89 1.31$ FAS001 Fastenal Company MNBAX268944 7/19/2024 7/31/2024 2305 CORCORAN 390.84$ MN-HEN MN-Hennepin County Tax 8.525 30.71$ 8.527% $27.10 3.61$ FAS001 Fastenal Company MNBAX269080 7/25/2024 7/31/2024 2305 CORCORAN 1,073.93$ MN-HEN MN-Hennepin County Tax 8.525 84.36$ 8.525% $74.47 9.89$ FAS001 Fastenal Company MNBAX269145 7/30/2024 7/31/2024 2305 CORCORAN 387.75$ MN-HEN MN-Hennepin County Tax 8.525 30.46$ 8.525% $26.89 3.57$ FAS001 Fastenal Company MNBAX269315 8/8/2024 8/31/2024 2305 CORCORAN 367.28$ MN-HEN MN-Hennepin County Tax 8.525 28.85$ 8.525% $25.47 3.38$ FAS001 Fastenal Company MNBAX269566 8/23/2024 8/31/2024 2305 CORCORAN 127.76$ MN-HEN MN-Hennepin County Tax 8.525 10.04$ 8.529% $8.86 1.18$ FAS001 Fastenal Company MNBAX269940 9/18/2024 9/30/2024 2305 CORCORAN 98.09$ MN-HEN MN-Hennepin County Tax 8.525 7.91$ 8.771% $6.79 1.12$ FAS001 Fastenal Company MNBAX270117 9/30/2024 9/30/2024 2305 CORCORAN 57.36$ MN-HEN MN-Hennepin County Tax 8.525 4.68$ 8.884% $3.96 0.72$ FAS001 Fastenal Company MNBAX271056 11/26/2024 11/30/2024 2305 CORCORAN 342.26$ MN-HEN MN-Hennepin County Tax 8.525 26.89$ 8.526% $23.73 3.16$ FAS001 Fastenal Company MNBAX271061 11/26/2024 11/30/2024 2305 CORCORAN 158.02$ MN-HEN MN-Hennepin County Tax 8.525 12.41$ 8.523% $10.96 1.45$ FAS001 Fastenal Company MNBAX271118 12/6/2024 12/31/2024 2305 CORCORAN 289.28$ MN-HEN MN-Hennepin County Tax 8.525 22.72$ 8.523% $20.06 2.66$ FAS001 Fastenal Company MNBAX271228 12/9/2024 12/31/2024 2305 CORCORAN 352.84$ MN-HEN MN-Hennepin County Tax 8.525 27.72$ 8.526% $24.47 3.25$ FAS001 Fastenal Company MNBAX271564 1/6/2025 1/31/2025 2305 CORCORAN 97.78$ MN-HEN MN-Hennepin County Tax 8.525 7.68$ 8.524% $6.78 0.90$ FAS001 Fastenal Company MNBAX271625 1/9/2025 1/31/2025 2305 CORCORAN 92.97$ MN-HEN MN-Hennepin County Tax 8.525 7.30$ 8.521% $6.45 0.85$ FAS001 Fastenal Company MNBAX271965 1/31/2025 1/31/2025 2305 CORCORAN 70.69$ MN-HEN MN-Hennepin County Tax 8.525 5.55$ 8.520% $4.90 0.65$ FAS001 Fastenal Company MNBAX271966 1/31/2025 1/31/2025 2305 CORCORAN 133.80$ MN-HEN MN-Hennepin County Tax 8.525 10.51$ 8.525% $9.28 1.23$ FAS001 Fastenal Company MNBAX272101 2/7/2025 2/28/2025 2305 CORCORAN 141.43$ MN-HEN MN-Hennepin County Tax 8.525 11.11$ 8.525% $9.81 1.30$ FAS001 Fastenal Company MNBAX272192 2/13/2025 2/28/2025 2305 CORCORAN 34.86$ MN-HEN MN-Hennepin County Tax 8.525 2.74$ 8.531% $2.42 0.32$ FAS001 Fastenal Company MNTC4186931 12/4/2023 12/31/2023 2305 CORCORAN 1,115.66$ MN-ROG MN-Rogers City Taxes 8.775% 90.00$ 8.775% $77.18 12.82$ FAS001 Fastenal Company MNTC4187070 12/14/2023 12/31/2023 2305 CORCORAN 1,240.09$ MN-ROG MN-Rogers City Taxes 8.775% 100.04$ 8.775% $85.79 14.25$ FAS001 Fastenal Company MNTC4187490 1/10/2024 1/31/2024 2305 CORCORAN 1,033.22$ MN-ROG MN-Rogers City Taxes 8.775% 83.35$ 8.775% $71.48 11.87$ FAS001 Fastenal Company MNTC4190640 8/5/2024 8/31/2024 2305 CORCORAN 144.17$ MN-WRI MN - Wright County Taxes7.375% 10.37$ 7.750% $10.07 0.30$ FAS001 Fastenal Company MNTCY203569 12/6/2024 12/31/2024 2305 CORCORAN 92.75$ MN-HEN MN-Hennepin County Tax 8.525 7.29$ 8.530% $6.43 0.86$ FEH001 Fehn Companies 17310 10/24/2023 11/30/2023 2305 CORCORAN 28,514.52$ MN-HEN MN-Hennepin County Tax 8.525 2,239.91$ 8.525% $1,977.16 262.75$ FEH001 Fehn Companies 17437 11/13/2023 11/30/2023 2305 CORCORAN 19,363.28$ MN-HEN MN-Hennepin County Tax 8.525 1,521.05$ 8.525% $1,342.63 178.42$ FEH001 Fehn Companies 17633 11/28/2023 1/31/2024 2305 CORCORAN 39,573.41$ MN-HEN MN-Hennepin County Tax 8.525 3,108.62$ 8.525% $2,743.98 364.64$ FEH001 Fehn Companies 17670 11/28/2023 1/31/2024 2305 CORCORAN 6,997.20$ MN-HEN MN-Hennepin County Tax 8.525 549.65$ 8.525% $485.18 64.47$ FEH001 Fehn Companies 17706 12/8/2023 1/31/2024 2305 CORCORAN 24,227.96$ MN-HEN MN-Hennepin County Tax 8.525 1,903.19$ 8.525% $1,679.94 223.25$ FEH001 Fehn Companies 17747 12/20/2023 1/31/2024 2305 CORCORAN 5,392.05$ MN-HEN MN-Hennepin County Tax 8.525 423.56$ 8.525% $373.88 49.68$ FEH001 Fehn Companies 17800 12/20/2023 1/31/2024 2305 CORCORAN 3,357.97$ MN-HEN MN-Hennepin County Tax 8.525 263.78$ 8.525% $232.84 30.94$ FEH001 Fehn Companies 17915 1/23/2024 1/31/2024 2305 CORCORAN 191.82$ MN-HEN MN-Hennepin County Tax 8.525 15.07$ 8.526% $13.30 1.77$ FEH001 Fehn Companies 17961 2/7/2024 2/28/2024 2305 CORCORAN 8,558.12$ MN-HEN MN-Hennepin County Tax 8.525 672.27$ 8.525% $593.41 78.86$ FEH001 Fehn Companies 18003 2/19/2024 4/30/2024 2305 CORCORAN 11,464.58$ MN-HEN MN-Hennepin County Tax 8.525 900.58$ 8.525% $794.94 105.64$ FEH001 Fehn Companies 18054 3/6/2024 4/30/2024 2305 CORCORAN 5,600.58$ MN-HEN MN-Hennepin County Tax 8.525 439.94$ 8.525% $388.34 51.60$ FEH001 Fehn Companies 18093 3/18/2024 4/30/2024 2305 CORCORAN 3,245.99$ MN-HEN MN-Hennepin County Tax 8.525 254.98$ 8.525% $225.07 29.91$ FEH001 Fehn Companies 18137 4/4/2024 4/30/2024 2305 CORCORAN 3,530.62$ MN-HEN MN-Hennepin County Tax 8.525 277.34$ 8.525% $244.81 32.53$ FEH001 Fehn Companies 18171 4/15/2024 8/31/2024 2305 CORCORAN 1,917.57$ MN-HEN MN-Hennepin County Tax 8.525 150.63$ 8.525% $132.96 17.67$ FEH001 Fehn Companies 18249 4/29/2024 8/31/2024 2305 CORCORAN 2,866.45$ MN-HEN MN-Hennepin County Tax 8.525 225.17$ 8.525% $198.76 26.41$ FEH001 Fehn Companies 18401 5/17/2024 8/31/2024 2305 CORCORAN 10,058.68$ MN-HEN MN-Hennepin County Tax 8.525 790.14$ 8.525% $697.46 92.68$ FEH001 Fehn Companies 18549 6/11/2024 8/31/2024 2305 CORCORAN 2,509.71$ MN-HEN MN-Hennepin County Tax 8.525 197.15$ 8.525% $174.02 23.13$ FEH001 Fehn Companies 18656 6/24/2024 8/31/2024 2305 CORCORAN 5,792.80$ MN-HEN MN-Hennepin County Tax 8.525 455.04$ 8.525% $401.67 53.37$ FEH001 Fehn Companies 18780 7/9/2024 8/31/2024 2305 CORCORAN 2,644.31$ MN-HEN MN-Hennepin County Tax 8.525 207.72$ 8.525% $183.35 24.37$ FEH001 Fehn Companies 18911 7/23/2024 8/31/2024 2305 CORCORAN 2,905.23$ MN-HEN MN-Hennepin County Tax 8.525 228.22$ 8.525% $201.45 26.77$ FEH001 Fehn Companies 19063 8/12/2024 8/31/2024 2305 CORCORAN 1,925.77$ MN-HEN MN-Hennepin County Tax 8.525 151.28$ 8.525% $133.53 17.75$ FEH001 Fehn Companies 19183 8/19/2024 8/31/2024 2305 CORCORAN 1,349.23$ MN-HEN MN-Hennepin County Tax 8.525 105.99$ 8.525% $93.55 12.44$ FEH001 Fehn Companies 19306 9/9/2024 9/30/2024 2305 CORCORAN 4,255.65$ MN-HEN MN-Hennepin County Tax 8.525 334.30$ 8.525% $295.08 39.22$ FEH001 Fehn Companies 19482 9/25/2024 10/31/2024 2305 CORCORAN 1,148.78$ MN-HEN MN-Hennepin County Tax 8.525 90.24$ 8.525% $79.66 10.58$ FEH001 Fehn Companies 19676 10/14/2024 10/31/2024 2305 CORCORAN 5,436.44$ MN-HEN MN-Hennepin County Tax 8.525 427.05$ 8.525% $376.96 50.09$ FEH001 Fehn Companies 19767 10/14/2024 10/31/2024 2305 CORCORAN 1,442.00$ MN-HEN MN-Hennepin County Tax 8.525 113.27$ 8.525% $99.99 13.28$ FEH001 Fehn Companies 19918 10/29/2024 11/30/2024 2305 CORCORAN 3,387.34$ MN-HEN MN-Hennepin County Tax 8.525 266.09$ 8.525% $234.87 31.22$ FEH001 Fehn Companies 20131 11/13/2024 11/30/2024 2305 CORCORAN 610.97$ MN-HEN MN-Hennepin County Tax 8.525 47.99$ 8.524% $42.36 5.63$ FEH001 Fehn Companies 20302 12/6/2024 12/31/2024 2305 CORCORAN 1,399.00$ MN-HEN MN-Hennepin County Tax 8.525 109.90$ 8.525% $97.00 12.90$ FEH001 Fehn Companies 20486 1/16/2025 1/31/2025 2305 CORCORAN 189.67$ MN-HEN MN-Hennepin County Tax 8.525 14.90$ 8.525% $13.15 1.75$ FEH001 Fehn Companies 20861 3/31/2025 3/31/2025 2305 CORCORAN 650.08$ MN-HEN MN-Hennepin County Tax 8.525 51.07$ 8.526% $45.08 5.99$ FEH001 Fehn Companies 21035 5/7/2025 5/31/2025 2305 CORCORAN 11,159.33$ MN-HEN MN-Hennepin County Tax 8.525 876.60$ 8.525% $773.78 102.82$ FEH001 Fehn Companies 21282 5/20/2025 6/30/2025 2305 CORCORAN 438.45$ MN-HEN MN-Hennepin County Tax 8.525 34.44$ 8.525% $30.40 4.04$ FEH001 Fehn Companies 21352 6/6/2025 6/30/2025 2305 CORCORAN 1,754.74$ MN-HEN MN-Hennepin County Tax 8.525 137.84$ 8.525% $121.67 16.17$ FEH001 Fehn Companies 21485 6/19/2025 6/30/2025 2305 CORCORAN 1,673.72$ MN-HEN MN-Hennepin County Tax 8.525 131.48$ 8.525% $116.05 15.43$ FEH001 Fehn Companies 21784 7/16/2025 7/31/2025 2305 CORCORAN 910.67$ MN-HEN MN-Hennepin County Tax 8.525 71.54$ 8.525% $63.14 8.40$ FER003 Ferguson Enterprises Inc #525 0179590 4/25/2024 4/30/2024 2305 CORCORAN 26.58$ MN-HEN MN-Hennepin County Tax 8.525 2.09$ 8.534% $1.84 0.25$ 309 FER003 Ferguson Enterprises Inc #525 0482412 11/14/2023 11/30/2023 2305 CORCORAN 116.08$ MN-ROG MN-Rogers City Taxes 8.775% 9.36$ 8.771% $8.03 1.33$ FER003 Ferguson Enterprises Inc #525 0490178 11/17/2023 11/30/2023 2305 CORCORAN 208.76$ MN-HEN MN-Hennepin County Tax 8.525 16.40$ 8.526% $14.48 1.92$ FER003 Ferguson Enterprises Inc #525 0511931 11/30/2023 11/30/2023 2305 CORCORAN 549.28$ MN-HEN MN-Hennepin County Tax 8.525 43.15$ 8.525% $38.09 5.06$ FER003 Ferguson Enterprises Inc #525 0612772 6/11/2024 8/31/2024 2305 CORCORAN 65.34$ MN-ROG MN-Rogers City Taxes 8.775% 5.27$ 8.773% $4.52 0.75$ FER003 Ferguson Enterprises Inc #525 1031529 10/22/2024 10/31/2024 2305 CORCORAN 1,348.85$ MN-HEN MN-Hennepin County Tax 8.525 105.97$ 8.526% $93.53 12.44$ FER003 Ferguson Enterprises Inc #525 1098535 11/18/2024 11/30/2024 2305 CORCORAN 305.78$ MN-HEN MN-Hennepin County Tax 8.525 24.02$ 8.525% $21.20 2.82$ FER003 Ferguson Enterprises Inc #525 1138604 11/25/2024 11/30/2024 2305 CORCORAN 2,324.61$ MN-HEN MN-Hennepin County Tax 8.525 182.61$ 8.525% $161.19 21.42$ FER003 Ferguson Enterprises Inc #525 1211972 12/19/2024 12/31/2024 2305 CORCORAN 278.30$ MN-HEN MN-Hennepin County Tax 8.525 21.86$ 8.524% $19.30 2.56$ FER003 Ferguson Enterprises Inc #525 1420700 3/5/2025 3/31/2025 2305 CORCORAN 134.29$ MN-ROG MN-Rogers City Taxes 8.775% 10.83$ 8.772% $9.29 1.54$ FER003 Ferguson Enterprises Inc #525 9500370 12/5/2023 12/31/2023 2305 CORCORAN 331.49$ MN-ROG MN-Rogers City Taxes 8.775% 26.74$ 8.774% $22.93 3.81$ FER003 Ferguson Enterprises Inc #525 9506762 12/6/2023 12/31/2023 2305 CORCORAN 142.71$ MN-HEN MN-Hennepin County Tax 8.525 11.51$ 8.773% $9.87 1.64$ FER003 Ferguson Enterprises Inc #525 9804832 3/13/2024 3/31/2024 2305 CORCORAN 23.71$ MN-HEN MN-Hennepin County Tax 8.525 1.91$ 8.761% $1.64 0.27$ FER003 Ferguson Enterprises Inc #525 9994156 4/18/2024 4/30/2024 2305 CORCORAN 408.93$ MN-HEN MN-Hennepin County Tax 8.525 32.97$ 8.770% $28.29 4.68$ GAR006 Gary Carlson Equipment 130934-1 2/19/2024 2/28/2024 2305 CORCORAN 14,351.35$ MN-HEN MN-Hennepin County Tax 8.525 1,127.35$ 8.525% $995.11 132.24$ GAR006 Gary Carlson Equipment 130934A-1 2/21/2024 2/28/2024 2305 CORCORAN 7,326.52$ MN-HEN MN-Hennepin County Tax 8.525 575.52$ 8.525% $508.01 67.51$ GLO002 Global Equipment Company Inc 122859852 2/10/2025 4/30/2025 2305 CORCORAN 293.58$ MN-ROG MN-Rogers City Taxes 8.775% 23.68$ 8.774% $20.31 3.37$ GOO003 Goodin Company 1340872-00 8/26/2024 8/31/2024 2305 CORCORAN 323.68$ MN-ROG MN-Rogers City Taxes 8.775% 26.12$ 8.778% $22.39 3.73$ GOO003 Goodin Company 1349222-00 9/18/2024 9/30/2024 2305 CORCORAN 7,356.79$ MN-HEN MN-Hennepin County Tax 8.525 593.47$ 8.775% $508.94 84.53$ GOO003 Goodin Company 1349222-01 9/26/2024 10/31/2024 2305 CORCORAN 2,332.39$ MN-HEN MN-Hennepin County Tax 8.525 188.16$ 8.775% $161.35 26.81$ GOO003 Goodin Company 1365959-00 10/29/2024 10/31/2024 2305 CORCORAN 1,002.86$ MN-HEN MN-Hennepin County Tax 8.525 78.78$ 8.525% $69.54 9.24$ GOO003 Goodin Company 1368898-00 11/1/2024 2/28/2025 2305 CORCORAN 2,267.82$ MN-ROG MN-Rogers City Taxes 8.775% 182.98$ 8.777% $156.88 26.10$ GOO003 Goodin Company 1368898-01 11/4/2024 11/30/2024 2305 CORCORAN 17.66$ MN-ROG MN-Rogers City Taxes 8.775% 1.42$ 8.744% $1.22 0.20$ GOO003 Goodin Company 1368898-02 11/12/2024 11/30/2024 2305 CORCORAN 94.23$ MN-ROG MN-Rogers City Taxes 8.775% 7.60$ 8.773% $6.52 1.08$ GOO003 Goodin Company 1373385-00 11/14/2024 11/30/2024 2305 CORCORAN 558.24$ MN-HEN MN-Hennepin County Tax 8.525 43.85$ 8.525% $38.71 5.14$ GOO003 Goodin Company 1374564-00 11/18/2024 11/30/2024 2305 CORCORAN 528.43$ MN-HEN MN-Hennepin County Tax 8.525 41.51$ 8.525% $36.64 4.87$ GOO003 Goodin Company 1374567-00 11/22/2024 11/30/2024 2305 CORCORAN 2,516.60$ MN-HEN MN-Hennepin County Tax 8.525 203.02$ 8.775% $174.10 28.92$ GOO003 Goodin Company 1376420-00 11/21/2024 11/30/2024 2305 CORCORAN 5,479.02$ MN-HEN MN-Hennepin County Tax 8.525 430.36$ 8.524% $379.91 50.45$ GOO003 Goodin Company 1376420-01 11/22/2024 11/30/2024 2305 CORCORAN 104.76$ MN-HEN MN-Hennepin County Tax 8.525 8.22$ 8.515% $7.26 0.96$ GOO003 Goodin Company 1377721-00 12/4/2024 12/31/2024 2305 CORCORAN 1,092.45$ MN-HEN MN-Hennepin County Tax 8.525 85.84$ 8.528% $75.75 10.09$ GOO003 Goodin Company 1377721-01 11/26/2024 11/30/2024 2305 CORCORAN 527.17$ MN-HEN MN-Hennepin County Tax 8.525 41.40$ 8.523% $36.55 4.85$ GOO003 Goodin Company 1380734-00 12/3/2024 12/31/2024 2305 CORCORAN 880.69$ MN-HEN MN-Hennepin County Tax 8.525 69.18$ 8.525% $61.07 8.11$ GOO003 Goodin Company 1381810-00 12/5/2024 12/31/2024 2305 CORCORAN 14.11$ MN-HEN MN-Hennepin County Tax 8.525 1.11$ 8.538% $0.98 0.13$ GOO003 Goodin Company 1381810-00 12/5/2024 12/31/2024 2305 CORCORAN 17.07$ MN-HEN MN-Hennepin County Tax 8.525 1.34$ 8.519% $1.18 0.16$ GOO003 Goodin Company 1382065-00 12/5/2024 12/31/2024 2305 CORCORAN 32.57$ MN-HEN MN-Hennepin County Tax 8.525 2.57$ 8.567% $2.26 0.31$ GOO003 Goodin Company 1386220-00 12/17/2024 12/31/2024 2305 CORCORAN 317.48$ MN-HEN MN-Hennepin County Tax 8.525 24.96$ 8.533% $22.01 2.95$ GOO003 Goodin Company 1387930-00 12/19/2024 12/31/2024 2305 CORCORAN 205.63$ MN-HEN MN-Hennepin County Tax 8.525 16.15$ 8.523% $14.26 1.89$ GOO003 Goodin Company 1391997-00 1/6/2025 1/31/2025 2305 CORCORAN 309.90$ MN-HEN MN-Hennepin County Tax 8.525 24.32$ 8.516% $21.49 2.83$ GOO003 Goodin Company 1395348-00 1/14/2025 1/31/2025 2305 CORCORAN 1,164.46$ MN-HEN MN-Hennepin County Tax 8.525 91.46$ 8.524% $80.74 10.72$ GOO003 Goodin Company 1398386-00 1/21/2025 1/31/2025 2305 CORCORAN 140.05$ MN-HEN MN-Hennepin County Tax 8.525 10.96$ 8.490% $9.71 1.25$ GOO003 Goodin Company 1400134-00 1/24/2025 1/31/2025 2305 CORCORAN 575.55$ MN-HEN MN-Hennepin County Tax 8.525 45.23$ 8.529% $39.91 5.32$ GOO003 Goodin Company 1401386-00 1/28/2025 1/31/2025 2305 CORCORAN 2,229.08$ MN-HEN MN-Hennepin County Tax 8.525 175.09$ 8.524% $154.56 20.53$ GOO003 Goodin Company 1401386-01 1/29/2025 1/31/2025 2305 CORCORAN 504.13$ MN-HEN MN-Hennepin County Tax 8.525 39.60$ 8.525% $34.96 4.64$ GOO003 Goodin Company 1401954-00 1/29/2025 1/31/2025 2305 CORCORAN 344.03$ MN-HEN MN-Hennepin County Tax 8.525 27.03$ 8.527% $23.85 3.18$ GOO003 Goodin Company 1403534-00 1/31/2025 1/31/2025 2305 CORCORAN 263.56$ MN-HEN MN-Hennepin County Tax 8.525 20.71$ 8.528% $18.27 2.44$ GOO003 Goodin Company 1403534-01 2/3/2025 2/28/2025 2305 CORCORAN 25.99$ MN-HEN MN-Hennepin County Tax 8.525 2.05$ 8.563% $1.80 0.25$ GOO003 Goodin Company 1403534-02 2/10/2025 2/28/2025 2305 CORCORAN 263.24$ MN-HEN MN-Hennepin County Tax 8.525 20.69$ 8.530% $18.25 2.44$ GOO003 Goodin Company 1403633-00 1/31/2025 1/31/2025 2305 CORCORAN 203.94$ MN-HEN MN-Hennepin County Tax 8.525 16.02$ 8.525% $14.14 1.88$ GOO003 Goodin Company 1404276-00 2/3/2025 2/28/2025 2305 CORCORAN 80.75$ MN-HEN MN-Hennepin County Tax 8.525 6.34$ 8.520% $5.60 0.74$ GOO003 Goodin Company 1404722-00 2/4/2025 2/28/2025 2305 CORCORAN 247.06$ MN-HEN MN-Hennepin County Tax 8.525 19.41$ 8.526% $17.13 2.28$ GOO003 Goodin Company 1406130-00 2/6/2025 2/28/2025 2305 CORCORAN 60.89$ MN-HEN MN-Hennepin County Tax 8.525 4.78$ 8.519% $4.22 0.56$ GOO003 Goodin Company 1406130-01 2/11/2025 2/28/2025 2305 CORCORAN 29.55$ MN-HEN MN-Hennepin County Tax 8.525 2.32$ 8.520% $2.05 0.27$ GOO003 Goodin Company 1406130-01 2/11/2025 2/28/2025 2305 CORCORAN 16.56$ MN-HEN MN-Hennepin County Tax 8.525 1.30$ 8.519% $1.15 0.15$ GOO003 Goodin Company 1407666-00 2/11/2025 2/28/2025 2305 CORCORAN 117.58$ MN-HEN MN-Hennepin County Tax 8.525 9.23$ 8.519% $8.15 1.08$ GOO003 Goodin Company 1422867-00 3/24/2025 3/31/2025 2305 CORCORAN 78.39$ MN-HEN MN-Hennepin County Tax 8.525 6.16$ 8.528% $5.44 0.72$ GOO003 Goodin Company 1424705-00 3/27/2025 3/31/2025 2305 CORCORAN 640.31$ MN-HEN MN-Hennepin County Tax 8.525 50.31$ 8.527% $44.40 5.91$ GOO003 Goodin Company 1425084-00 3/28/2025 3/31/2025 2305 CORCORAN 200.78$ MN-HEN MN-Hennepin County Tax 8.525 15.78$ 8.530% $13.92 1.86$ GOO003 Goodin Company 1431875-00 4/21/2025 4/30/2025 2305 CORCORAN 96.71$ MN-HEN MN-Hennepin County Tax 8.525 7.60$ 8.529% $6.71 0.89$ GOO003 Goodin Company 1431875-00 4/21/2025 4/30/2025 2305 CORCORAN 67.02$ MN-HEN MN-Hennepin County Tax 8.525 5.26$ 8.517% $4.65 0.61$ GOO003 Goodin Company 1437810-00 5/2/2025 5/31/2025 2305 CORCORAN 241.51$ MN-HEN MN-Hennepin County Tax 8.525 18.97$ 8.524% $16.75 2.22$ GOO003 Goodin Company 1463208-00 7/11/2025 7/31/2025 2305 CORCORAN 162.59$ MN-HEN MN-Hennepin County Tax 8.525 12.77$ 8.524% $11.27 1.50$ GOO003 Goodin Company 1578962-00 1/11/2024 1/31/2024 2305 CORCORAN 5,633.97$ MN-ROG MN-Rogers City Taxes 8.775% 445.97$ 8.596% $390.40 55.57$ GOO003 Goodin Company 1579218-00 1/11/2024 1/31/2024 2305 CORCORAN 6,505.24$ MN-ROG MN-Rogers City Taxes 8.775% 513.37$ 8.568% $450.89 62.48$ GOO003 Goodin Company 1610755-00 1/10/2024 1/31/2024 2305 CORCORAN 13,213.53$ MN-ROG MN-Rogers City Taxes 8.775% 1,037.97$ 8.525% $916.21 121.76$ GRA008 Grainger 9365775163 1/8/2025 1/31/2025 2305 CORCORAN 208.11$ MN-ROG MN-Rogers City Taxes 8.775% 16.79$ 8.776% $14.40 2.39$ GRA008 Grainger 9372902016 1/15/2025 1/31/2025 2305 CORCORAN 554.24$ MN-ROG MN-Rogers City Taxes 8.775% 44.71$ 8.775% $38.34 6.37$ GRA008 Grainger 9502058531 5/9/2025 5/31/2025 2305 CORCORAN 74.40$ MN-WRI MN - Wright County Taxes7.375% 5.42$ 7.857% $5.19 0.23$ HAW001 Hawkins, Inc. 6962694 1/15/2025 1/31/2025 2305 CORCORAN 593.87$ MN-ROG MN-Rogers City Taxes 8.775% 43.87$ 7.976% $41.39 2.48$ HAW001 Hawkins, Inc. 7004301 3/7/2025 3/31/2025 2305 CORCORAN 4,914.67$ MN-HEN MN-Hennepin County Tax 8.525 386.07$ 8.525% $340.78 45.29$ HAW001 Hawkins, Inc. 7008068 3/13/2025 3/31/2025 2305 CORCORAN 508.19$ MN-ROG MN-Rogers City Taxes 8.775% 40.19$ 8.588% $35.22 4.97$ HAW001 Hawkins, Inc. 7045919 4/22/2025 7/31/2025 2305 CORCORAN 515.12$ MN-HEN MN-Hennepin County Tax 8.525 39.94$ 8.405% $35.76 4.18$ HAW001 Hawkins, Inc. 7057910 5/6/2025 5/31/2025 2305 CORCORAN 207.97$ MN-HEN MN-Hennepin County Tax 8.525 16.78$ 8.777% $14.39 2.39$ HAY001 Hayden Murphy Equipment Co. R0421701 1/24/2024 1/31/2024 2305 CORCORAN 1,085.25$ MN-HEN MN-Hennepin County Tax 8.525 85.25$ 8.525% $75.25 10.00$ HAY001 Hayden Murphy Equipment Co. W0740101 2/15/2024 2/28/2024 2305 CORCORAN 148.90$ MN-HEN MN-Hennepin County Tax 8.525 11.69$ 8.520% $10.33 1.36$ HAY001 Hayden Murphy Equipment Co. W0754401 3/15/2024 3/31/2024 2305 CORCORAN 53.30$ MN-CRO MN-Crow Wing County Taxe7.375% 7.23$ 15.694% $3.47 3.76$ HAY001 Hayden Murphy Equipment Co. W0778301 2/28/2024 2/28/2024 2305 CORCORAN 1,051.07$ MN-HEN MN-Hennepin County Tax 8.525 82.58$ 8.527% $72.88 9.70$ HAY001 Hayden Murphy Equipment Co. W0918701 7/31/2024 7/31/2024 2305 CORCORAN 1,921.93$ MN-HEN MN-Hennepin County Tax 8.525 150.98$ 8.525% $133.26 17.72$ HDS001 CORE & MAIN LP S774231 10/20/2023 10/31/2023 2305 CORCORAN 144,191.97$ MN-HEN MN-Hennepin County Tax 8.525 11,326.75$ 8.525% $9,998.11 1,328.64$ HDS001 CORE & MAIN LP S854776 12/19/2023 12/31/2023 2305 CORCORAN 7,848.82$ MN-HEN MN-Hennepin County Tax 8.525 616.55$ 8.525% $544.23 72.32$ HDS001 CORE & MAIN LP S855322 12/20/2023 12/31/2023 2305 CORCORAN 100,659.38$ MN-HEN MN-Hennepin County Tax 8.525 8,120.30$ 8.775% $6,963.57 1,156.73$ HDS001 CORE & MAIN LP S855595 12/19/2023 12/31/2023 2305 CORCORAN 96,314.58$ MN-HEN MN-Hennepin County Tax 8.525 7,565.84$ 8.525% $6,678.34 887.50$ HDS001 CORE & MAIN LP T645676 10/2/2023 10/31/2023 2305 CORCORAN 1,599.03$ MN-HEN MN-Hennepin County Tax 8.525 125.61$ 8.525% $110.87 14.74$ HDS001 CORE & MAIN LP T645677 10/6/2023 10/31/2023 2305 CORCORAN 1,156.80$ MN-HEN MN-Hennepin County Tax 8.525 90.87$ 8.525% $80.21 10.66$ HDS001 CORE & MAIN LP T645679 10/27/2023 10/31/2023 2305 CORCORAN 6,918.47$ MN-HEN MN-Hennepin County Tax 8.525 543.47$ 8.525% $479.72 63.75$ HDS001 CORE & MAIN LP T645680 10/2/2023 9/30/2023 2305 CORCORAN 1,542.82$ MN-HEN MN-Hennepin County Tax 8.525 121.20$ 8.525% $106.98 14.22$ HDS001 CORE & MAIN LP T645685 10/20/2023 10/31/2023 2305 CORCORAN 42,928.21$ MN-HEN MN-Hennepin County Tax 8.525 3,372.15$ 8.525% $2,976.59 395.56$ HDS001 CORE & MAIN LP T645687 10/18/2023 10/31/2023 2305 CORCORAN 13,762.75$ MN-HEN MN-Hennepin County Tax 8.525 1,081.11$ 8.525% $954.29 126.82$ HDS001 CORE & MAIN LP T645690 10/24/2023 10/31/2023 2305 CORCORAN 34,888.84$ MN-HEN MN-Hennepin County Tax 8.525 2,740.63$ 8.525% $2,419.15 321.48$ HDS001 CORE & MAIN LP T645801 10/26/2023 10/31/2023 2305 CORCORAN 57,902.62$ MN-HEN MN-Hennepin County Tax 8.525 4,548.44$ 8.525% $4,014.90 533.54$ HDS001 CORE & MAIN LP T645802 10/2/2023 9/30/2023 2305 CORCORAN 3,831.46$ MN-HEN MN-Hennepin County Tax 8.525 300.97$ 8.525% $265.67 35.30$ HDS001 CORE & MAIN LP T650072 10/5/2023 10/31/2023 2305 CORCORAN 4,901.91$ MN-HEN MN-Hennepin County Tax 8.525 385.06$ 8.525% $339.89 45.17$ HDS001 CORE & MAIN LP T784792 11/16/2023 11/30/2023 2305 CORCORAN 9,232.86$ MN-HEN MN-Hennepin County Tax 8.525 725.28$ 8.525% $640.20 85.08$ HDS001 CORE & MAIN LP T812420 11/15/2023 11/30/2023 2305 CORCORAN 4,658.67$ MN-HEN MN-Hennepin County Tax 8.525 365.95$ 8.525% $323.03 42.92$ HDS001 CORE & MAIN LP T860704 11/8/2023 11/30/2023 2305 CORCORAN 1,042.14$ MN-HEN MN-Hennepin County Tax 8.525 81.86$ 8.525% $72.26 9.60$ HDS001 CORE & MAIN LP T860707 11/15/2023 11/30/2023 2305 CORCORAN 6,861.50$ MN-HEN MN-Hennepin County Tax 8.525 539.00$ 8.525% $475.77 63.23$ HDS001 CORE & MAIN LP T906144 11/22/2023 11/30/2023 2305 CORCORAN 3,385.52$ MN-HEN MN-Hennepin County Tax 8.525 265.95$ 8.525% $234.75 31.20$ HDS001 CORE & MAIN LP T919828 11/9/2023 11/30/2023 2305 CORCORAN 24,146.74$ MN-HEN MN-Hennepin County Tax 8.525 1,896.80$ 8.525% $1,674.31 222.49$ HDS001 CORE & MAIN LP T949047 11/14/2023 11/30/2023 2305 CORCORAN 111,155.59$ MN-HEN MN-Hennepin County Tax 8.525 8,731.65$ 8.525% $7,707.40 1,024.25$ HDS001 CORE & MAIN LP T976299 12/19/2023 12/31/2023 2305 CORCORAN 46,193.66$ MN-HEN MN-Hennepin County Tax 8.525 3,628.66$ 8.525% $3,203.02 425.64$ HDS001 CORE & MAIN LP T976352 11/20/2023 11/30/2023 2305 CORCORAN 13,517.01$ MN-HEN MN-Hennepin County Tax 8.525 1,061.81$ 8.525% $937.25 124.56$ HDS001 CORE & MAIN LP T981000 12/1/2023 11/30/2023 2305 CORCORAN 649.39$ MN-ROG MN-Rogers City Taxes 8.775% 52.39$ 8.776% $44.92 7.47$ HDS001 CORE & MAIN LP T985859 12/6/2023 12/31/2023 2305 CORCORAN 2,323.29$ MN-HEN MN-Hennepin County Tax 8.525 182.51$ 8.525% $161.09 21.42$ HDS001 CORE & MAIN LP T992538 12/1/2023 11/30/2023 2305 CORCORAN 647.89$ MN-ROG MN-Rogers City Taxes 8.775% 50.89$ 8.524% $44.92 5.97$ HDS001 CORE & MAIN LP T99936 11/9/2023 11/30/2023 2305 CORCORAN 7,773.11$ MN-HEN MN-Hennepin County Tax 8.525 610.61$ 8.525% $538.98 71.63$ HDS001 CORE & MAIN LP U009175 12/18/2023 12/31/2023 2305 CORCORAN 8,101.87$ MN-HEN MN-Hennepin County Tax 8.525 636.43$ 8.525% $561.77 74.66$ HDS001 CORE & MAIN LP U024279 12/18/2023 12/31/2023 2305 CORCORAN 28,926.13$ MN-HEN MN-Hennepin County Tax 8.525 2,272.24$ 8.525% $2,005.71 266.53$ HDS001 CORE & MAIN LP U042895 12/6/2023 12/31/2023 2305 CORCORAN 4,074.96$ MN-HEN MN-Hennepin County Tax 8.525 320.11$ 8.525% $282.55 37.56$ HDS001 CORE & MAIN LP U042897 12/5/2023 12/31/2023 2305 CORCORAN 367.68$ MN-HEN MN-Hennepin County Tax 8.525 28.88$ 8.524% $25.49 3.39$ HDS001 CORE & MAIN LP U042898 12/18/2023 12/31/2023 2305 CORCORAN 3,159.73$ MN-HEN MN-Hennepin County Tax 8.525 248.21$ 8.525% $219.09 29.12$ HDS001 CORE & MAIN LP U082599 1/10/2024 1/31/2024 2305 CORCORAN 3,963.28$ MN-HEN MN-Hennepin County Tax 8.525 311.33$ 8.525% $274.81 36.52$ HDS001 CORE & MAIN LP U112816 12/15/2023 12/31/2023 2305 CORCORAN 2,012.21$ MN-HEN MN-Hennepin County Tax 8.525 158.06$ 8.525% $139.52 18.54$ HDS001 CORE & MAIN LP U124968 12/19/2023 12/31/2023 2305 CORCORAN 3,219.61$ MN-HEN MN-Hennepin County Tax 8.525 252.91$ 8.525% $223.24 29.67$ HDS001 CORE & MAIN LP U132283 12/20/2023 12/31/2023 2305 CORCORAN 14,274.59$ MN-HEN MN-Hennepin County Tax 8.525 1,151.55$ 8.775% $987.51 164.04$ HDS001 CORE & MAIN LP U140425 1/16/2024 1/31/2024 2305 CORCORAN 66,159.13$ MN-HEN MN-Hennepin County Tax 8.525 5,197.02$ 8.525% $4,587.40 609.62$ HDS001 CORE & MAIN LP U140515 12/22/2023 12/31/2023 2305 CORCORAN 513.91$ MN-HEN MN-Hennepin County Tax 8.525 40.38$ 8.527% $35.63 4.75$ HDS001 CORE & MAIN LP U140516 12/28/2023 12/31/2023 2305 CORCORAN 271.16$ MN-HEN MN-Hennepin County Tax 8.525 21.30$ 8.525% $18.80 2.50$ HDS001 CORE & MAIN LP U146684 12/22/2023 12/31/2023 2305 CORCORAN 101,379.39$ MN-HEN MN-Hennepin County Tax 8.525 8,178.39$ 8.775% $7,013.38 1,165.01$ HDS001 CORE & MAIN LP U146685 12/22/2023 12/31/2023 2305 CORCORAN 24,474.38$ MN-HEN MN-Hennepin County Tax 8.525 1,974.38$ 8.775% $1,693.13 281.26$ HDS001 CORE & MAIN LP U148470 12/22/2023 12/31/2023 2305 CORCORAN 6,660.73$ MN-HEN MN-Hennepin County Tax 8.525 523.22$ 8.525% $461.85 61.37$ HDS001 CORE & MAIN LP U227625 1/30/2024 2/28/2024 2305 CORCORAN 4,597.89$ MN-HEN MN-Hennepin County Tax 8.525 361.18$ 8.525% $318.81 42.37$ HDS001 CORE & MAIN LP U229276 1/26/2024 1/31/2024 2305 CORCORAN 4,198.81$ MN-HEN MN-Hennepin County Tax 8.525 329.83$ 8.525% $291.14 38.69$ HDS001 CORE & MAIN LP U246473 1/19/2024 1/31/2024 2305 CORCORAN 5,453.33$ MN-HEN MN-Hennepin County Tax 8.525 428.38$ 8.525% $378.13 50.25$ 310 HDS001 CORE & MAIN LP U261839 1/23/2024 1/31/2024 2305 CORCORAN 26.05$ MN-HEN MN-Hennepin County Tax 8.525 2.05$ 8.542% $1.81 0.24$ HDS001 CORE & MAIN LP U261934 1/22/2024 2/28/2024 2305 CORCORAN 505.99$ MN-HEN MN-Hennepin County Tax 8.525 39.74$ 8.523% $35.09 4.65$ HDS001 CORE & MAIN LP U268323 1/24/2024 1/31/2024 2305 CORCORAN 300.90$ MN-HEN MN-Hennepin County Tax 8.525 23.63$ 8.522% $20.86 2.77$ HDS001 CORE & MAIN LP U268324 1/24/2024 1/31/2024 2305 CORCORAN 299.23$ MN-HEN MN-Hennepin County Tax 8.525 23.51$ 8.527% $20.75 2.76$ HDS001 CORE & MAIN LP U268374 2/12/2024 2/28/2024 2305 CORCORAN 5,333.94$ MN-HEN MN-Hennepin County Tax 8.525 419.00$ 8.525% $369.85 49.15$ HDS001 CORE & MAIN LP U306040 3/11/2024 3/31/2024 2305 CORCORAN 10,640.63$ MN-HEN MN-Hennepin County Tax 8.525 835.86$ 8.525% $737.81 98.05$ HDS001 CORE & MAIN LP U306052 2/1/2024 2/28/2024 2305 CORCORAN 1,594.90$ MN-HEN MN-Hennepin County Tax 8.525 121.18$ 8.223% $110.90 10.28$ HDS001 CORE & MAIN LP U347498 2/15/2024 2/28/2024 2305 CORCORAN 47,419.08$ MN-HEN MN-Hennepin County Tax 8.525 3,724.92$ 8.525% $3,287.99 436.93$ HDS001 CORE & MAIN LP U347622 3/22/2024 3/31/2024 2305 CORCORAN 26,244.76$ MN-HEN MN-Hennepin County Tax 8.525 2,061.61$ 8.525% $1,819.78 241.83$ HDS001 CORE & MAIN LP U347913 2/29/2024 2/28/2024 2305 CORCORAN 13,802.53$ MN-HEN MN-Hennepin County Tax 8.525 1,084.23$ 8.525% $957.05 127.18$ HDS001 CORE & MAIN LP U363391 2/12/2024 2/28/2024 2305 CORCORAN 1,852.53$ MN-HEN MN-Hennepin County Tax 8.525 145.53$ 8.525% $128.45 17.08$ HDS001 CORE & MAIN LP U382445 2/16/2024 2/28/2024 2305 CORCORAN 119.43$ MN-HEN MN-Hennepin County Tax 8.525 9.39$ 8.533% $8.28 1.11$ HDS001 CORE & MAIN LP U392600 3/1/2024 2/28/2024 2305 CORCORAN 251.30$ MN-HEN MN-Hennepin County Tax 8.525 19.75$ 8.529% $17.42 2.33$ HDS001 CORE & MAIN LP U402096 6/12/2024 6/30/2024 2305 CORCORAN 28,972.46$ MN-HEN MN-Hennepin County Tax 8.525 2,275.89$ 8.525% $2,008.92 266.97$ HDS001 CORE & MAIN LP U404837 2/20/2024 2/28/2024 2305 CORCORAN 1,183.96$ MN-HEN MN-Hennepin County Tax 8.525 93.00$ 8.525% $82.09 10.91$ HDS001 CORE & MAIN LP U407217 3/4/2024 3/13/2024 2305 CORCORAN 403.61$ MN-HEN MN-Hennepin County Tax 8.525 31.71$ 8.526% $27.99 3.72$ HDS001 CORE & MAIN LP U410739 2/28/2024 2/28/2024 2305 CORCORAN 8,577.82$ MN-HEN MN-Hennepin County Tax 8.525 673.82$ 8.525% $594.78 79.04$ HDS001 CORE & MAIN LP U413271 3/6/2024 3/13/2024 2305 CORCORAN 1,218.62$ MN-HEN MN-Hennepin County Tax 8.525 95.73$ 8.525% $84.50 11.23$ HDS001 CORE & MAIN LP U413271 3/6/2024 3/13/2024 2305 CORCORAN 777.32$ MN-HEN MN-Hennepin County Tax 8.525 61.06$ 8.525% $53.90 7.16$ HDS001 CORE & MAIN LP U413271 3/6/2024 3/13/2024 2305 CORCORAN 170.38$ MN-HEN MN-Hennepin County Tax 8.525 13.38$ 8.522% $11.81 1.57$ HDS001 CORE & MAIN LP U491617 3/6/2024 3/13/2024 2305 CORCORAN 3,177.93$ MN-HEN MN-Hennepin County Tax 8.525 249.63$ 8.525% $220.35 29.28$ HDS001 CORE & MAIN LP U532073 3/14/2024 3/31/2024 2305 CORCORAN 3,767.92$ MN-HEN MN-Hennepin County Tax 8.525 295.99$ 8.525% $261.26 34.73$ HDS001 CORE & MAIN LP U535465 4/25/2024 4/30/2024 2305 CORCORAN 18,108.47$ MN-HEN MN-Hennepin County Tax 8.525 1,422.48$ 8.525% $1,255.62 166.86$ HDS001 CORE & MAIN LP U557345 3/28/2024 3/31/2024 2305 CORCORAN 4,550.11$ MN-HEN MN-Hennepin County Tax 8.525 357.43$ 8.525% $315.50 41.93$ HDS001 CORE & MAIN LP U624133 4/8/2024 4/30/2024 2305 CORCORAN 409.58$ MN-HEN MN-Hennepin County Tax 8.525 32.17$ 8.524% $28.40 3.77$ HDS001 CORE & MAIN LP U650417 4/4/2024 4/30/2024 2305 CORCORAN 374.67$ MN-HEN MN-Hennepin County Tax 8.525 29.43$ 8.525% $25.98 3.45$ HDS001 CORE & MAIN LP U650422 4/4/2024 4/30/2024 2305 CORCORAN 515.61$ MN-HEN MN-Hennepin County Tax 8.525 37.22$ 7.780% $36.00 1.22$ HDS001 CORE & MAIN LP U660404 4/10/2024 4/30/2024 2305 CORCORAN 878.74$ MN-HEN MN-Hennepin County Tax 8.525 69.03$ 8.525% $60.93 8.10$ HDS001 CORE & MAIN LP U757946 5/15/2024 5/31/2024 2305 CORCORAN 7,809.76$ MN-HEN MN-Hennepin County Tax 8.525 613.48$ 8.525% $541.52 71.96$ HDS001 CORE & MAIN LP U773575 5/2/2024 5/31/2024 2305 CORCORAN 2,707.94$ MN-HEN MN-Hennepin County Tax 8.525 212.72$ 8.525% $187.77 24.95$ HDS001 CORE & MAIN LP U782495 5/2/2024 5/31/2024 2305 CORCORAN 1,379.35$ MN-HEN MN-Hennepin County Tax 8.525 108.35$ 8.525% $95.64 12.71$ HDS001 CORE & MAIN LP U792129 5/1/2024 4/30/2024 2305 CORCORAN 22,019.18$ MN-HEN MN-Hennepin County Tax 8.525 1,729.68$ 8.525% $1,526.78 202.90$ HDS001 CORE & MAIN LP U795374 5/13/2024 5/31/2024 2305 CORCORAN 3,327.93$ MN-HEN MN-Hennepin County Tax 8.525 261.42$ 8.525% $230.75 30.67$ HDS001 CORE & MAIN LP U815574 5/2/2024 5/31/2024 2305 CORCORAN 482.48$ MN-HEN MN-Hennepin County Tax 8.525 37.90$ 8.525% $33.45 4.45$ HDS001 CORE & MAIN LP U994045 6/4/2024 6/30/2024 2305 CORCORAN 1,062.97$ MN-HEN MN-Hennepin County Tax 8.525 83.50$ 8.525% $73.71 9.79$ HDS001 CORE & MAIN LP U994052 5/31/2024 5/31/2024 2305 CORCORAN 39.19$ MN-HEN MN-Hennepin County Tax 8.525 3.07$ 8.499% $2.72 0.35$ HDS001 CORE & MAIN LP U994053 6/4/2024 5/31/2024 2305 CORCORAN 577.44$ MN-HEN MN-Hennepin County Tax 8.525 45.36$ 8.525% $40.04 5.32$ HDS001 CORE & MAIN LP V025755 6/21/2024 8/31/2024 2305 CORCORAN 5,961.71$ MN-HEN MN-Hennepin County Tax 8.525 468.31$ 8.525% $413.38 54.93$ HDS001 CORE & MAIN LP V025971 6/18/2024 8/31/2024 2305 CORCORAN 2,298.02$ MN-HEN MN-Hennepin County Tax 8.525 180.52$ 8.525% $159.34 21.18$ HDS001 CORE & MAIN LP V027220 6/11/2024 6/30/2024 2305 CORCORAN 832.41$ MN-HEN MN-Hennepin County Tax 8.525 65.39$ 8.525% $57.72 7.67$ HDS001 CORE & MAIN LP V027675 6/6/2024 6/30/2024 2305 CORCORAN 633.00$ MN-HEN MN-Hennepin County Tax 8.525 49.72$ 8.524% $43.89 5.83$ HDS001 CORE & MAIN LP V027683 6/6/2024 6/30/2024 2305 CORCORAN 46.20$ MN-HEN MN-Hennepin County Tax 8.525 3.64$ 8.553% $3.20 0.44$ HDS001 CORE & MAIN LP V027684 6/6/2024 6/30/2024 2305 CORCORAN 46.48$ MN-HEN MN-Hennepin County Tax 8.525 3.65$ 8.522% $3.22 0.43$ HDS001 CORE & MAIN LP V027801 6/12/2024 6/30/2024 2305 CORCORAN 212.36$ MN-HEN MN-Hennepin County Tax 8.525 16.68$ 8.524% $14.72 1.96$ HDS001 CORE & MAIN LP V065753 6/28/2024 6/30/2024 2305 CORCORAN 624.02$ MN-HEN MN-Hennepin County Tax 8.525 49.02$ 8.525% $43.27 5.75$ HDS001 CORE & MAIN LP V079525 6/18/2024 6/30/2024 2305 CORCORAN 485.24$ MN-HEN MN-Hennepin County Tax 8.525 38.12$ 8.526% $33.65 4.47$ HDS001 CORE & MAIN LP V079529 6/18/2024 6/30/2024 2305 CORCORAN 260.67$ MN-HEN MN-Hennepin County Tax 8.525 20.47$ 8.522% $18.08 2.39$ HDS001 CORE & MAIN LP V080272 6/14/2024 8/31/2024 2305 CORCORAN 20,648.64$ MN-HEN MN-Hennepin County Tax 8.525 1,622.02$ 8.525% $1,431.75 190.27$ HDS001 CORE & MAIN LP V098406 6/18/2024 8/31/2024 2305 CORCORAN 7,926.05$ MN-HEN MN-Hennepin County Tax 8.525 622.61$ 8.525% $549.58 73.03$ HDS001 CORE & MAIN LP V100886 7/26/2024 8/31/2024 2305 CORCORAN 39,508.26$ MN-HEN MN-Hennepin County Tax 8.525 3,103.51$ 8.525% $2,739.46 364.05$ HDS001 CORE & MAIN LP V100997 6/19/2024 8/31/2024 2305 CORCORAN 375.12$ MN-HEN MN-Hennepin County Tax 8.525 29.47$ 8.526% $26.01 3.46$ HDS001 CORE & MAIN LP V103720 6/19/2024 8/31/2024 2305 CORCORAN 4,556.60$ MN-HEN MN-Hennepin County Tax 8.525 357.94$ 8.525% $315.95 41.99$ HDS001 CORE & MAIN LP V105891 6/19/2024 6/30/2024 2305 CORCORAN 100.78$ MN-HEN MN-Hennepin County Tax 8.525 7.91$ 8.517% $6.99 0.92$ HDS001 CORE & MAIN LP V106683 6/25/2024 8/31/2024 2305 CORCORAN 2,603.61$ MN-HEN MN-Hennepin County Tax 8.525 204.52$ 8.525% $180.53 23.99$ HDS001 CORE & MAIN LP V130545 7/1/2024 8/31/2024 2305 CORCORAN 560.36$ MN-HEN MN-Hennepin County Tax 8.525 44.02$ 8.525% $38.85 5.17$ HDS001 CORE & MAIN LP V156828 7/18/2024 8/31/2024 2305 CORCORAN 5,434.26$ MN-HEN MN-Hennepin County Tax 8.525 426.88$ 8.525% $376.81 50.07$ HDS001 CORE & MAIN LP V227439 7/30/2024 8/31/2024 2305 CORCORAN 2,478.77$ MN-HEN MN-Hennepin County Tax 8.525 194.72$ 8.525% $171.87 22.85$ HDS001 CORE & MAIN LP V227621 7/11/2024 8/31/2024 2305 CORCORAN 156.46$ MN-HEN MN-Hennepin County Tax 8.525 12.29$ 8.525% $10.85 1.44$ HDS001 CORE & MAIN LP V250237 7/30/2024 8/31/2024 2305 CORCORAN 1,646.35$ MN-HEN MN-Hennepin County Tax 8.525 129.33$ 8.525% $114.16 15.17$ HDS001 CORE & MAIN LP V295148 8/12/2024 8/31/2024 2305 CORCORAN 2,640.69$ MN-HEN MN-Hennepin County Tax 8.525 207.44$ 8.525% $183.10 24.34$ HDS001 CORE & MAIN LP V295303 8/13/2024 8/31/2024 2305 CORCORAN 2,938.08$ MN-HEN MN-Hennepin County Tax 8.525 230.80$ 8.525% $203.72 27.08$ HDS001 CORE & MAIN LP V307438 8/13/2024 8/31/2024 2305 CORCORAN 1,158.66$ MN-HEN MN-Hennepin County Tax 8.525 91.02$ 8.525% $80.34 10.68$ HDS001 CORE & MAIN LP V397841 8/12/2024 8/31/2024 2305 CORCORAN 99.18$ MN-HEN MN-Hennepin County Tax 8.525 7.78$ 8.512% $6.88 0.90$ HDS001 CORE & MAIN LP V450338 8/21/2024 8/31/2024 2305 CORCORAN 22.70$ MN-HEN MN-Hennepin County Tax 8.525 1.79$ 8.560% $1.57 0.22$ HDS001 CORE & MAIN LP V476997 8/28/2024 8/31/2024 2305 CORCORAN 185.93$ MN-HEN MN-Hennepin County Tax 8.525 14.61$ 8.528% $12.89 1.72$ HDS001 CORE & MAIN LP V476997 8/28/2024 8/31/2024 2305 CORCORAN 54.26$ MN-HEN MN-Hennepin County Tax 8.525 4.26$ 8.520% $3.76 0.50$ HDS001 CORE & MAIN LP V483790 8/21/2024 8/31/2024 2305 CORCORAN 279.93$ MN-HEN MN-Hennepin County Tax 8.525 21.99$ 8.525% $19.41 2.58$ HDS001 CORE & MAIN LP V537103 9/11/2024 9/30/2024 2305 CORCORAN 374.96$ MN-HEN MN-Hennepin County Tax 8.525 29.46$ 8.527% $26.00 3.46$ HDS001 CORE & MAIN LP V594415 9/16/2024 9/30/2024 2305 CORCORAN 30,321.56$ MN-HEN MN-Hennepin County Tax 8.525 2,381.86$ 8.525% $2,102.46 279.40$ HDS001 CORE & MAIN LP V624554 9/13/2024 9/30/2024 2305 CORCORAN 240.20$ MN-HEN MN-Hennepin County Tax 8.525 18.87$ 8.526% $16.66 2.21$ HDS001 CORE & MAIN LP V651937 10/1/2024 10/31/2024 2305 CORCORAN 420.94$ MN-HEN MN-Hennepin County Tax 8.525 33.07$ 8.526% $29.19 3.88$ HDS001 CORE & MAIN LP V681354 9/20/2024 9/30/2024 2305 CORCORAN 7,865.14$ MN-HEN MN-Hennepin County Tax 8.525 617.83$ 8.525% $545.36 72.47$ HDS001 CORE & MAIN LP V843207 10/17/2024 10/31/2024 2305 CORCORAN 360.26$ MN-HEN MN-Hennepin County Tax 8.525 28.30$ 8.525% $24.98 3.32$ HDS001 CORE & MAIN LP V843207 10/17/2024 10/31/2024 2305 CORCORAN 94.96$ MN-HEN MN-Hennepin County Tax 8.525 7.46$ 8.526% $6.58 0.88$ HDS001 CORE & MAIN LP V843215 10/22/2024 10/31/2024 2305 CORCORAN 336.43$ MN-HEN MN-Hennepin County Tax 8.525 26.43$ 8.526% $23.33 3.10$ HDS001 CORE & MAIN LP V843215 10/22/2024 10/31/2024 2305 CORCORAN 27.13$ MN-HEN MN-Hennepin County Tax 8.525 2.13$ 8.520% $1.88 0.25$ HDS001 CORE & MAIN LP V843216 10/17/2024 10/31/2024 2305 CORCORAN 298.45$ MN-HEN MN-Hennepin County Tax 8.525 23.45$ 8.527% $20.69 2.76$ HDS001 CORE & MAIN LP V885091 11/15/2024 11/30/2024 2305 CORCORAN 2,311.99$ MN-HEN MN-Hennepin County Tax 8.525 181.61$ 8.525% $160.31 21.30$ HDS001 CORE & MAIN LP V907810 10/28/2024 11/30/2024 2305 CORCORAN 184.50$ MN-HEN MN-Hennepin County Tax 8.525 14.50$ 8.529% $12.79 1.71$ HDS001 CORE & MAIN LP V907811 10/25/2024 10/31/2024 2305 CORCORAN 501.89$ MN-HEN MN-Hennepin County Tax 8.525 39.42$ 8.524% $34.80 4.62$ HDS001 CORE & MAIN LP W009096 12/12/2024 12/31/2024 2305 CORCORAN 2,302.04$ MN-HEN MN-Hennepin County Tax 8.525 180.83$ 8.525% $159.62 21.21$ HDS001 CORE & MAIN LP W058982 11/22/2024 11/30/2024 2305 CORCORAN 498.44$ MN-HEN MN-Hennepin County Tax 8.525 39.16$ 8.526% $34.56 4.60$ HDS001 CORE & MAIN LP W291045 1/21/2025 1/31/2025 2305 CORCORAN 54.26$ MN-HEN MN-Hennepin County Tax 8.525 4.26$ 8.520% $3.76 0.50$ HDS001 CORE & MAIN LP W556992 3/6/2025 3/31/2025 2305 CORCORAN 204.31$ MN-HEN MN-Hennepin County Tax 8.525 16.04$ 8.520% $14.17 1.87$ HDS001 CORE & MAIN LP X449900 7/31/2025 7/31/2025 2305 CORCORAN 49.13$ MN-HEN MN-Hennepin County Tax 8.525 3.85$ 8.503% $3.41 0.44$ HEC001 Hecksel Machine INC 110977 10/27/2023 11/30/2023 2305 CORCORAN 43,844.10$ MN-HEN MN-Hennepin County Tax 8.525 3,444.10$ 8.525% $3,040.10 404.00$ HEC001 Hecksel Machine INC 110996 10/30/2023 1/31/2024 2305 CORCORAN 2,116.24$ MN-HEN MN-Hennepin County Tax 8.525 166.24$ 8.525% $146.74 19.50$ HEC001 Hecksel Machine INC 111468 4/24/2024 7/31/2024 2305 CORCORAN 5,426.25$ MN-HEN MN-Hennepin County Tax 8.525 426.25$ 8.525% $376.25 50.00$ HEC001 Hecksel Machine INC 111566 5/21/2024 7/31/2024 2305 CORCORAN 130.05$ MN-CA2 MN-Carver County Taxes 8.375% 10.05$ 8.375% $9.03 1.02$ HEC001 Hecksel Machine INC 111654 6/21/2024 7/31/2024 2305 CORCORAN 68,696.33$ MN-HEN MN-Hennepin County Tax 8.525 5,396.33$ 8.525% $4,763.33 633.01$ HEC001 Hecksel Machine INC 111909 9/26/2024 9/30/2024 2305 CORCORAN 1,614.79$ MN-HEN MN-Hennepin County Tax 8.525 124.79$ 8.375% $112.12 12.67$ HEC001 Hecksel Machine INC 112013 10/25/2024 11/30/2024 2305 CORCORAN 4,280.81$ MN-HEN MN-Hennepin County Tax 8.525 330.81$ 8.375% $297.24 33.57$ HEC001 Hecksel Machine INC 112450 4/17/2025 8/31/2025 2305 CORCORAN 1,496.88$ MN-HEN MN-Hennepin County Tax 8.525 115.68$ 8.375% $103.94 11.74$ HEC001 Hecksel Machine INC 112218ADJ 1/22/2025 9/30/2025 2305 CORCORAN 320.15$ MN-HEN MN-Hennepin County Tax 8.525 25.15$ 8.525% $22.20 2.95$ HIL003 Hilti, Inc. - Pittsburg 4621889514 10/13/2023 10/31/2023 2305 CORCORAN 1,280.33$ MN-HEN MN-Hennepin County Tax 8.525 100.57$ 8.525% $88.78 11.79$ HIL003 Hilti, Inc. - Pittsburg 4621919069 10/20/2023 10/31/2023 2305 CORCORAN 1,791.77$ MN-HEN MN-Hennepin County Tax 8.525 140.75$ 8.525% $124.24 16.51$ HIL003 Hilti, Inc. - Pittsburg 4622091458 11/30/2023 11/30/2023 2305 CORCORAN 900.46$ MN-HEN MN-Hennepin County Tax 8.525 70.73$ 8.524% $62.44 8.29$ HIL003 Hilti, Inc. - Pittsburg 4622729478 4/24/2024 5/31/2024 2305 CORCORAN 1,210.90$ MN-HEN MN-Hennepin County Tax 8.525 95.12$ 8.525% $83.96 11.16$ HIL003 Hilti, Inc. - Pittsburg 4622860085 5/22/2024 5/31/2024 2305 CORCORAN 1,019.33$ MN-HEN MN-Hennepin County Tax 8.525 80.07$ 8.525% $70.68 9.39$ HIL003 Hilti, Inc. - Pittsburg 4622930116 6/5/2024 6/30/2024 2305 CORCORAN 987.74$ MN-HEN MN-Hennepin County Tax 8.525 77.59$ 8.525% $68.49 9.10$ HIL003 Hilti, Inc. - Pittsburg 4623144628 7/24/2024 8/31/2024 2305 CORCORAN 574.31$ MN-HEN MN-Hennepin County Tax 8.525 45.11$ 8.524% $39.82 5.29$ HIL003 Hilti, Inc. - Pittsburg 4623177734 7/31/2024 8/31/2024 2305 CORCORAN 232.51$ MN-HEN MN-Hennepin County Tax 8.525 18.26$ 8.523% $16.12 2.14$ HIL003 Hilti, Inc. - Pittsburg 4623246096 8/14/2024 8/31/2024 2305 CORCORAN 517.84$ MN-HEN MN-Hennepin County Tax 8.525 40.68$ 8.525% $35.91 4.77$ HIL003 Hilti, Inc. - Pittsburg 4623246108 8/14/2024 8/31/2024 2305 CORCORAN 352.90$ MN-HEN MN-Hennepin County Tax 8.525 27.72$ 8.525% $24.47 3.25$ HIL003 Hilti, Inc. - Pittsburg 4623399146 9/17/2024 9/30/2024 2305 CORCORAN 382.88$ MN-HEN MN-Hennepin County Tax 8.525 30.08$ 8.526% $26.55 3.53$ HIL003 Hilti, Inc. - Pittsburg 4623408807 9/19/2024 9/30/2024 2305 CORCORAN 156.44$ MN-HEN MN-Hennepin County Tax 8.525 12.29$ 8.526% $10.85 1.44$ HIL003 Hilti, Inc. - Pittsburg 4623650611 11/8/2024 11/30/2024 2305 CORCORAN 465.52$ MN-HEN MN-Hennepin County Tax 8.525 36.57$ 8.525% $32.28 4.29$ HIL003 Hilti, Inc. - Pittsburg 4623664787 11/13/2024 11/30/2024 2305 CORCORAN 352.90$ MN-HEN MN-Hennepin County Tax 8.525 27.72$ 8.525% $24.47 3.25$ HIL003 Hilti, Inc. - Pittsburg 4623699398 11/21/2024 12/31/2024 2305 CORCORAN 631.94$ MN-HEN MN-Hennepin County Tax 8.525 49.64$ 8.525% $43.82 5.82$ HIL003 Hilti, Inc. - Pittsburg 4623715708 11/26/2024 11/30/2024 2305 CORCORAN 533.85$ MN-HEN MN-Hennepin County Tax 8.525 41.94$ 8.526% $37.02 4.92$ HIL003 Hilti, Inc. - Pittsburg 4623761771 12/5/2024 12/31/2024 2305 CORCORAN 727.99$ MN-HEN MN-Hennepin County Tax 8.525 57.19$ 8.526% $50.48 6.71$ HIL003 Hilti, Inc. - Pittsburg 4623933655 1/23/2025 1/31/2025 2305 CORCORAN 302.59$ MN-HEN MN-Hennepin County Tax 8.525 23.77$ 8.525% $20.98 2.79$ HIL003 Hilti, Inc. - Pittsburg 4623942642 1/24/2025 1/31/2025 2305 CORCORAN 61.58$ MN-HEN MN-Hennepin County Tax 8.525 4.84$ 8.530% $4.27 0.57$ HIL003 Hilti, Inc. - Pittsburg 4624000918 2/5/2025 2/28/2025 2305 CORCORAN 1,123.44$ MN-HEN MN-Hennepin County Tax 8.525 88.25$ 8.525% $77.90 10.35$ HIL003 Hilti, Inc. - Pittsburg 4624000923 2/5/2025 2/28/2025 2305 CORCORAN 1,269.85$ MN-HEN MN-Hennepin County Tax 8.525 98.13$ 8.375% $88.17 9.96$ HIL003 Hilti, Inc. - Pittsburg 4624000925 2/5/2025 2/28/2025 2305 CORCORAN 363.99$ MN-HEN MN-Hennepin County Tax 8.525 28.59$ 8.524% $25.24 3.35$ HIL003 Hilti, Inc. - Pittsburg 4624018601 2/10/2025 2/28/2025 2305 CORCORAN 363.99$ MN-HEN MN-Hennepin County Tax 8.525 28.59$ 8.524% $25.24 3.35$ IND002 Indelco Plastics Corp. INV505619 1/30/2025 1/31/2025 2305 CORCORAN 61.33$ MN-HEN MN-Hennepin County Tax 8.525 4.82$ 8.529% $4.25 0.57$ IND002 Indelco Plastics Corp. INV505619 1/30/2025 1/31/2025 2305 CORCORAN 19.86$ MN-HEN MN-Hennepin County Tax 8.525 1.56$ 8.525% $1.38 0.18$ IND002 Indelco Plastics Corp. INV507735 2/11/2025 2/28/2025 2305 CORCORAN 206.06$ MN-HEN MN-Hennepin County Tax 8.525 16.65$ 8.790% $14.25 2.40$ KAT001 Kath Fuel Oil Services Co. 784615 10/11/2023 10/31/2023 2305 CORCORAN 1,550.13$ MN-HEN MN-Hennepin County Tax 8.525 121.77$ 8.525% $107.48 14.29$ 311 KAT001 Kath Fuel Oil Services Co. 785247 10/19/2023 10/31/2023 2305 CORCORAN 1,647.27$ MN-HEN MN-Hennepin County Tax 8.525 132.27$ 8.731% $114.00 18.27$ KAT001 Kath Fuel Oil Services Co. 786758 11/7/2023 12/31/2023 2305 CORCORAN 584.29$ MN-HEN MN-Hennepin County Tax 8.525 45.90$ 8.525% $40.51 5.39$ KAT001 Kath Fuel Oil Services Co. 787096 11/13/2023 11/30/2023 2305 CORCORAN 732.02$ MN-HEN MN-Hennepin County Tax 8.525 57.50$ 8.525% $50.76 6.74$ KAT001 Kath Fuel Oil Services Co. 787441 11/16/2023 11/30/2023 2305 CORCORAN 2,017.62$ MN-HEN MN-Hennepin County Tax 8.525 158.49$ 8.525% $139.90 18.59$ KAT001 Kath Fuel Oil Services Co. 787871 11/22/2023 11/30/2023 2305 CORCORAN 1,966.78$ MN-HEN MN-Hennepin County Tax 8.525 154.69$ 8.537% $136.36 18.33$ KAT001 Kath Fuel Oil Services Co. 788496 12/1/2023 12/31/2023 2305 CORCORAN 786.96$ MN-HEN MN-Hennepin County Tax 8.525 57.66$ 7.906% $54.88 2.78$ KAT001 Kath Fuel Oil Services Co. 788807 12/6/2023 12/31/2023 2305 CORCORAN 1,037.23$ MN-HEN MN-Hennepin County Tax 8.525 75.99$ 7.905% $72.33 3.66$ KAT001 Kath Fuel Oil Services Co. 789247 12/13/2023 12/31/2023 2305 CORCORAN 1,528.56$ MN-HEN MN-Hennepin County Tax 8.525 120.06$ 8.524% $105.99 14.07$ KAT001 Kath Fuel Oil Services Co. 789649 12/19/2023 2/28/2024 2305 CORCORAN 783.10$ MN-HEN MN-Hennepin County Tax 8.525 61.52$ 8.526% $54.30 7.22$ KAT001 Kath Fuel Oil Services Co. 789839 12/22/2023 12/31/2023 2305 CORCORAN 802.36$ MN-HEN MN-Hennepin County Tax 8.525 63.12$ 8.538% $55.63 7.49$ KAT001 Kath Fuel Oil Services Co. 790348 1/3/2024 1/31/2024 2305 CORCORAN 1,345.47$ MN-HEN MN-Hennepin County Tax 8.525 105.69$ 8.525% $93.29 12.40$ KAT001 Kath Fuel Oil Services Co. 790517 1/5/2024 1/31/2024 2305 CORCORAN 1,089.15$ MN-HEN MN-Hennepin County Tax 8.525 85.56$ 8.525% $75.52 10.04$ KAT001 Kath Fuel Oil Services Co. 790935 1/15/2024 1/31/2024 2305 CORCORAN 828.78$ MN-HEN MN-Hennepin County Tax 8.525 65.10$ 8.525% $57.47 7.63$ KAT001 Kath Fuel Oil Services Co. 791576 1/25/2024 1/31/2024 2305 CORCORAN 1,018.09$ MN-HEN MN-Hennepin County Tax 8.525 80.24$ 8.556% $70.57 9.67$ KAT001 Kath Fuel Oil Services Co. 791708 1/29/2024 2/28/2024 2305 CORCORAN 1,121.11$ MN-HEN MN-Hennepin County Tax 8.525 88.21$ 8.540% $77.73 10.48$ KAT001 Kath Fuel Oil Services Co. 791872 1/31/2024 1/31/2024 2305 CORCORAN 2,035.04$ MN-HEN MN-Hennepin County Tax 8.525 159.49$ 8.504% $141.14 18.35$ KAT001 Kath Fuel Oil Services Co. 792032 2/2/2024 2/28/2024 2305 CORCORAN 1,585.60$ MN-HEN MN-Hennepin County Tax 8.525 124.58$ 8.527% $109.94 14.64$ KAT001 Kath Fuel Oil Services Co. 792223 2/7/2024 2/28/2024 2305 CORCORAN 1,600.69$ MN-HEN MN-Hennepin County Tax 8.525 131.61$ 8.959% $110.55 21.06$ KAT001 Kath Fuel Oil Services Co. 792356 2/9/2024 2/28/2024 2305 CORCORAN 122.01$ MN-HEN MN-Hennepin County Tax 8.525 9.56$ 8.502% $8.46 1.10$ KAT001 Kath Fuel Oil Services Co. 792501 2/13/2024 2/28/2024 2305 CORCORAN 1,003.68$ MN-HEN MN-Hennepin County Tax 8.525 78.94$ 8.536% $69.59 9.35$ KAT001 Kath Fuel Oil Services Co. 792724 2/16/2024 2/28/2024 2305 CORCORAN 2,033.92$ MN-HEN MN-Hennepin County Tax 8.525 160.00$ 8.538% $141.01 18.99$ KAT001 Kath Fuel Oil Services Co. 792852 2/20/2024 2/28/2024 2305 CORCORAN 431.20$ MN-HEN MN-Hennepin County Tax 8.525 33.87$ 8.524% $29.90 3.97$ KAT001 Kath Fuel Oil Services Co. 793075 2/23/2024 2/28/2024 2305 CORCORAN 1,489.25$ MN-HEN MN-Hennepin County Tax 8.525 117.15$ 8.538% $103.25 13.90$ KAT001 Kath Fuel Oil Services Co. 793219 2/27/2024 2/28/2024 2305 CORCORAN 643.31$ MN-HEN MN-Hennepin County Tax 8.525 50.62$ 8.541% $44.60 6.02$ KAT001 Kath Fuel Oil Services Co. 793388 2/29/2024 2/28/2024 2305 CORCORAN 2,072.80$ MN-HEN MN-Hennepin County Tax 8.525 163.06$ 8.538% $143.71 19.35$ KAT001 Kath Fuel Oil Services Co. 793444 3/1/2024 3/13/2024 2305 CORCORAN 383.55$ MN-HEN MN-Hennepin County Tax 8.525 30.91$ 8.765% $26.54 4.37$ KAT001 Kath Fuel Oil Services Co. 793560 3/5/2024 3/13/2024 2305 CORCORAN 597.33$ MN-HEN MN-Hennepin County Tax 8.525 46.99$ 8.538% $41.41 5.58$ KAT001 Kath Fuel Oil Services Co. 794125 3/14/2024 3/31/2024 2305 CORCORAN 639.98$ MN-HEN MN-Hennepin County Tax 8.525 50.33$ 8.536% $44.37 5.96$ KAT001 Kath Fuel Oil Services Co. 794343 3/19/2024 3/31/2024 2305 CORCORAN 730.51$ MN-HEN MN-Hennepin County Tax 8.525 57.47$ 8.539% $50.65 6.82$ KAT001 Kath Fuel Oil Services Co. 794554 3/22/2024 3/31/2024 2305 CORCORAN 849.45$ MN-HEN MN-Hennepin County Tax 8.525 66.82$ 8.538% $58.89 7.93$ KAT001 Kath Fuel Oil Services Co. 795144 4/2/2024 4/30/2024 2305 CORCORAN 534.68$ MN-HEN MN-Hennepin County Tax 8.525 42.07$ 8.540% $37.07 5.00$ KAT001 Kath Fuel Oil Services Co. 796613 4/24/2024 4/30/2024 2305 CORCORAN 2,020.83$ MN-HEN MN-Hennepin County Tax 8.525 162.91$ 8.768% $139.81 23.10$ KAT001 Kath Fuel Oil Services Co. 797466 5/6/2024 5/31/2024 2305 CORCORAN 574.45$ MN-HEN MN-Hennepin County Tax 8.525 48.36$ 9.192% $39.59 8.77$ KAT001 Kath Fuel Oil Services Co. 798575 5/20/2024 5/31/2024 2305 CORCORAN 914.74$ MN-HEN MN-Hennepin County Tax 8.525 71.52$ 8.482% $63.45 8.07$ KAT001 Kath Fuel Oil Services Co. 800234 6/10/2024 8/31/2024 2305 CORCORAN 1,102.02$ MN-HEN MN-Hennepin County Tax 8.525 93.02$ 9.219% $75.93 17.09$ KAT001 Kath Fuel Oil Services Co. 801299 6/21/2024 6/30/2024 2305 CORCORAN 614.08$ MN-HEN MN-Hennepin County Tax 8.525 47.84$ 8.449% $42.61 5.23$ KAT001 Kath Fuel Oil Services Co. 803578 7/18/2024 7/31/2024 2305 CORCORAN 896.84$ MN-HEN MN-Hennepin County Tax 8.525 70.46$ 8.526% $62.19 8.27$ KAT001 Kath Fuel Oil Services Co. 805930 8/13/2024 8/31/2024 2305 CORCORAN 638.79$ MN-HEN MN-Hennepin County Tax 8.525 50.22$ 8.533% $44.29 5.93$ KAT001 Kath Fuel Oil Services Co. 807019 8/26/2024 8/31/2024 2305 CORCORAN 765.72$ MN-HEN MN-Hennepin County Tax 8.525 60.14$ 8.523% $53.09 7.05$ KAT001 Kath Fuel Oil Services Co. 808696 9/11/2024 9/30/2024 2305 CORCORAN 447.88$ MN-HEN MN-Hennepin County Tax 8.525 35.17$ 8.522% $31.06 4.11$ KAT001 Kath Fuel Oil Services Co. 809196 9/17/2024 9/30/2024 2305 CORCORAN 646.61$ MN-HEN MN-Hennepin County Tax 8.525 50.88$ 8.541% $44.83 6.05$ KAT001 Kath Fuel Oil Services Co. 809669 9/23/2024 10/31/2024 2305 CORCORAN 509.23$ MN-HEN MN-Hennepin County Tax 8.525 40.07$ 8.541% $35.30 4.77$ KAT001 Kath Fuel Oil Services Co. 810261 9/30/2024 9/30/2024 2305 CORCORAN 593.70$ MN-HEN MN-Hennepin County Tax 8.525 46.73$ 8.543% $41.16 5.57$ KAT001 Kath Fuel Oil Services Co. 810750 10/3/2024 10/31/2024 2305 CORCORAN 655.35$ MN-HEN MN-Hennepin County Tax 8.525 51.56$ 8.539% $45.44 6.12$ KAT001 Kath Fuel Oil Services Co. 811587 10/14/2024 10/31/2024 2305 CORCORAN 585.57$ MN-HEN MN-Hennepin County Tax 8.525 46.53$ 8.632% $40.56 5.97$ KAT001 Kath Fuel Oil Services Co. 812461 10/24/2024 10/31/2024 2305 CORCORAN 688.25$ MN-HEN MN-Hennepin County Tax 8.525 54.14$ 8.538% $47.72 6.42$ KAT001 Kath Fuel Oil Services Co. 814082 11/13/2024 11/30/2024 2305 CORCORAN 699.68$ MN-HEN MN-Hennepin County Tax 8.525 54.96$ 8.525% $48.52 6.44$ KAT001 Kath Fuel Oil Services Co. 820060 2/17/2025 2/28/2025 2305 CORCORAN 650.91$ MN-HEN MN-Hennepin County Tax 8.525 51.47$ 8.586% $45.11 6.36$ KAT001 Kath Fuel Oil Services Co. 823980 4/17/2025 4/30/2025 2305 CORCORAN 519.93$ MN-HEN MN-Hennepin County Tax 8.525 40.90$ 8.538% $36.05 4.85$ KAT001 Kath Fuel Oil Services Co. 824280 4/22/2025 4/30/2025 2305 CORCORAN 605.86$ MN-HEN MN-Hennepin County Tax 8.525 47.92$ 8.589% $41.98 5.94$ KAT001 Kath Fuel Oil Services Co. 824613 4/25/2025 4/30/2025 2305 CORCORAN 265.13$ MN-HEN MN-Hennepin County Tax 8.525 21.23$ 8.704% $18.35 2.88$ KAT001 Kath Fuel Oil Services Co. 825087 5/1/2025 5/31/2025 2305 CORCORAN 574.69$ MN-HEN MN-Hennepin County Tax 8.525 45.49$ 8.596% $39.82 5.67$ KAT001 Kath Fuel Oil Services Co. 825596 5/7/2025 5/31/2025 2305 CORCORAN 457.73$ MN-HEN MN-Hennepin County Tax 8.525 36.32$ 8.619% $31.71 4.61$ KAT001 Kath Fuel Oil Services Co. 827022 5/27/2025 5/31/2025 2305 CORCORAN 465.72$ MN-HEN MN-Hennepin County Tax 8.525 36.96$ 8.620% $32.26 4.70$ KIN011 Kingsway Marketing, LLC 043565 12/1/2023 12/31/2023 2305 CORCORAN 360.17$ MN-ROG MN-Rogers City Taxes 8.775% 25.98$ 7.774% $25.15 0.83$ LAN020 Lansing Building Products 82769439-00 9/13/2024 2/28/2025 2305 CORCORAN 1,811.28$ MN-HEN MN-Hennepin County Tax 8.525 142.28$ 8.525% $125.59 16.69$ LAN020 Lansing Building Products 82801051-00 9/18/2024 3/31/2025 2305 CORCORAN 1,737.86$ MN-HEN MN-Hennepin County Tax 8.525 143.86$ 9.025% $119.95 23.91$ LAN020 Lansing Building Products 82848223-00 10/3/2024 10/31/2024 2305 CORCORAN 16,977.66$ MN-HEN MN-Hennepin County Tax 8.525 1,333.66$ 8.525% $1,177.21 156.45$ LAN020 Lansing Building Products 82898484-00 10/10/2024 10/31/2024 2305 CORCORAN 346.19$ MN-HEN MN-Hennepin County Tax 8.525 27.19$ 8.524% $24.00 3.19$ LAN020 Lansing Building Products 82943991-00 10/17/2024 10/31/2024 2305 CORCORAN 445.93$ MN-HEN MN-Hennepin County Tax 8.525 35.03$ 8.525% $30.92 4.11$ MCM002 McMaster- Carr 21136574 1/30/2024 1/31/2024 2305 CORCORAN 63.19$ MN-HEN MN-Hennepin County Tax 8.525 4.96$ 8.518% $4.38 0.58$ MCN003 McNeilus Steel 01074748 3/7/2024 3/13/2024 2305 CORCORAN 227.90$ MN-HEN MN-Hennepin County Tax 8.525 17.90$ 8.524% $15.80 2.10$ MET008 Metro Brick, Inc. 27832 7/8/2024 8/31/2024 2305 CORCORAN 29,385.31$ MN-HEN MN-Hennepin County Tax 8.525 2,308.31$ 8.525% $2,037.54 270.77$ MET008 Metro Brick, Inc. 27887 7/17/2024 8/31/2024 2305 CORCORAN 13,999.73$ MN-HEN MN-Hennepin County Tax 8.525 1,099.73$ 8.525% $970.73 129.01$ MET008 Metro Brick, Inc. 27913 7/26/2024 8/31/2024 2305 CORCORAN 3,866.20$ MN-HEN MN-Hennepin County Tax 8.525 303.70$ 8.525% $268.08 35.62$ MET008 Metro Brick, Inc. 27960 8/6/2024 8/31/2024 2305 CORCORAN 7,681.94$ MN-HEN MN-Hennepin County Tax 8.525 603.44$ 8.525% $532.66 70.78$ MET008 Metro Brick, Inc. 27994 8/13/2024 9/30/2024 2305 CORCORAN 16,545.72$ MN-HEN MN-Hennepin County Tax 8.525 1,299.72$ 8.525% $1,147.26 152.46$ MET008 Metro Brick, Inc. 28009 8/16/2024 9/30/2024 2305 CORCORAN 16,545.72$ MN-HEN MN-Hennepin County Tax 8.525 1,299.72$ 8.525% $1,147.26 152.46$ MET008 Metro Brick, Inc. 28220 10/2/2024 10/31/2024 2305 CORCORAN 4,136.43$ MN-HEN MN-Hennepin County Tax 8.525 324.93$ 8.525% $286.82 38.11$ MID013 Midway Iron & Metal 564128 10/27/2023 10/31/2023 2305 CORCORAN 197.41$ MN-ST3 MN - St Peter City 7.875% 14.41$ 7.874% $13.77 0.64$ MID013 Midway Iron & Metal 570271 1/23/2024 1/31/2024 2305 CORCORAN 142.40$ MN-CRO MN-Crow Wing County Taxe7.375% 10.40$ 7.879% $9.93 0.47$ MID013 Midway Iron & Metal 571071 1/31/2024 1/31/2024 2305 CORCORAN 118.02$ MN-ST3 MN - St Peter City 7.875% 8.62$ 7.879% $8.23 0.39$ MID013 Midway Iron & Metal 581658 5/29/2024 5/31/2024 2305 CORCORAN 457.82$ MN-ST3 MN - St Peter City 7.875% 33.42$ 7.875% $31.94 1.48$ MID013 Midway Iron & Metal 581723 5/30/2024 6/30/2024 2305 CORCORAN 195.15$ MN-ST3 MN - St Peter City 7.875% 14.25$ 7.877% $13.61 0.64$ MID013 Midway Iron & Metal 599066 1/28/2025 1/31/2025 2305 CORCORAN 219.66$ MN-ST5 MN- St Cloud/Benton 7.875 16.04$ 7.877% $15.32 0.72$ MID019 Mid-County Fabricating, Inc. 45498 2/23/2024 3/31/2024 2305 CORCORAN 4,979.13$ MN-SCO MN - Scott County Taxes 8.375% 384.78$ 8.375% $345.72 39.06$ MOB006 Mobile Mini, Inc. 9019433712 11/15/2023 11/30/2023 2305 CORCORAN 2,014.01$ MN-HEN MN-Hennepin County Tax 8.525 158.21$ 8.525% $139.65 18.56$ MOB006 Mobile Mini, Inc. 9019682921 12/13/2023 12/31/2023 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9019916412 1/10/2024 1/31/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9020146645 2/7/2024 2/28/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9020378897 3/6/2024 3/31/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9020604834 4/3/2024 4/30/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9020833650 5/1/2024 5/31/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9021055120 5/29/2024 6/30/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9021280236 6/26/2024 6/30/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9021500796 7/24/2024 7/31/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9021724496 8/21/2024 8/31/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9021944946 9/18/2024 9/30/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9022172862 10/16/2024 10/31/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9022402551 11/13/2024 11/30/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9022622768 12/11/2024 12/31/2024 2305 CORCORAN 1,190.52$ MN-HEN MN-Hennepin County Tax 8.525 93.52$ 8.525% $82.55 10.97$ MOB006 Mobile Mini, Inc. 9022828294 1/8/2025 1/31/2025 2305 CORCORAN 1,271.90$ MN-HEN MN-Hennepin County Tax 8.525 99.91$ 8.525% $88.19 11.72$ MOB006 Mobile Mini, Inc. 9023030485 2/5/2025 2/28/2025 2305 CORCORAN 1,271.96$ MN-HEN MN-Hennepin County Tax 8.525 99.97$ 8.530% $88.19 11.78$ MOB006 Mobile Mini, Inc. 9023233469 3/5/2025 3/31/2025 2305 CORCORAN 1,271.90$ MN-HEN MN-Hennepin County Tax 8.525 99.91$ 8.525% $88.19 11.72$ MOB006 Mobile Mini, Inc. 9023392669 3/28/2025 3/31/2025 2305 CORCORAN 116.35$ MN-HEN MN-Hennepin County Tax 8.525 9.14$ 8.525% $8.07 1.07$ MOB006 Mobile Mini, Inc. 9023445523 4/4/2025 4/30/2025 2305 CORCORAN 725.12$ MN-HEN MN-Hennepin County Tax 8.525 56.96$ 8.525% $50.28 6.68$ MUL003 Mulcahy Company, Inc. PS-INV198335 3/7/2025 3/31/2025 2305 CORCORAN 78.32$ MN-ROG MN-Rogers City Taxes 8.775% 6.32$ 8.778% $5.42 0.90$ MUL003 Mulcahy Company, Inc. PS-INV204631 6/26/2025 6/30/2025 2305 CORCORAN 154.14$ MN-ROG MN-Rogers City Taxes 8.775% 12.44$ 8.779% $10.66 1.78$ NAP039 NAPA - Corcoran 533897 4/25/2024 7/31/2024 2305 CORCORAN 50.21$ MN-HEN MN-Hennepin County Tax 8.525 3.94$ 8.515% $3.48 0.46$ OXY001 Oxygen Services Co. 0003569563 10/31/2023 10/31/2023 2305 CORCORAN 115.26$ MN-HEN MN-Hennepin County Tax 8.525 9.30$ 8.777% $7.97 1.33$ OXY001 Oxygen Services Co. 0003572135 11/30/2023 11/30/2023 2305 CORCORAN 115.26$ MN-HEN MN-Hennepin County Tax 8.525 9.30$ 8.777% $7.97 1.33$ OXY001 Oxygen Services Co. 0003574833 12/31/2023 12/31/2023 2305 CORCORAN 115.26$ MN-HEN MN-Hennepin County Tax 8.525 9.30$ 8.777% $7.97 1.33$ OXY001 Oxygen Services Co. 0003577404 1/31/2024 1/31/2024 2305 CORCORAN 115.26$ MN-HEN MN-Hennepin County Tax 8.525 9.30$ 8.777% $7.97 1.33$ OXY001 Oxygen Services Co. 0003579959 2/29/2024 2/28/2024 2305 CORCORAN 127.89$ MN-HEN MN-Hennepin County Tax 8.525 10.32$ 8.778% $8.85 1.47$ OXY001 Oxygen Services Co. 0003582660 3/31/2024 3/31/2024 2305 CORCORAN 139.45$ MN-HEN MN-Hennepin County Tax 8.525 11.25$ 8.775% $9.65 1.60$ OXY001 Oxygen Services Co. 0003585255 4/30/2024 4/30/2024 2305 CORCORAN 134.96$ MN-HEN MN-Hennepin County Tax 8.525 10.89$ 8.777% $9.34 1.55$ OXY001 Oxygen Services Co. 0003587876 5/31/2024 5/31/2024 2305 CORCORAN 139.45$ MN-HEN MN-Hennepin County Tax 8.525 11.25$ 8.775% $9.65 1.60$ OXY001 Oxygen Services Co. 0003590621 6/30/2024 6/30/2024 2305 CORCORAN 157.29$ MN-HEN MN-Hennepin County Tax 8.525 12.69$ 8.776% $10.88 1.81$ OXY001 Oxygen Services Co. 0003593284 7/31/2024 7/31/2024 2305 CORCORAN 165.69$ MN-HEN MN-Hennepin County Tax 8.525 13.37$ 8.778% $11.46 1.91$ OXY001 Oxygen Services Co. 0003595984 8/31/2024 8/31/2024 2305 CORCORAN 157.25$ MN-HEN MN-Hennepin County Tax 8.525 12.69$ 8.778% $10.88 1.81$ OXY001 Oxygen Services Co. 0003598758 9/30/2024 9/30/2024 2305 CORCORAN 80.29$ MN-HEN MN-Hennepin County Tax 8.525 6.48$ 8.779% $5.55 0.93$ OXY001 Oxygen Services Co. 0003601449 10/31/2024 10/31/2024 2305 CORCORAN 33.44$ MN-HEN MN-Hennepin County Tax 8.525 2.70$ 8.783% $2.31 0.39$ OXY001 Oxygen Services Co. 0003604168 11/30/2024 11/30/2024 2305 CORCORAN 45.85$ MN-HEN MN-Hennepin County Tax 8.525 3.70$ 8.778% $3.17 0.53$ OXY001 Oxygen Services Co. 0003606951 12/31/2024 12/31/2024 2305 CORCORAN 51.24$ MN-HEN MN-Hennepin County Tax 8.525 4.13$ 8.767% $3.55 0.58$ OXY001 Oxygen Services Co. 0003609656 1/31/2025 1/31/2025 2305 CORCORAN 51.24$ MN-HEN MN-Hennepin County Tax 8.525 4.13$ 8.767% $3.55 0.58$ OXY001 Oxygen Services Co. 0003612338 2/28/2025 2/28/2025 2305 CORCORAN 49.17$ MN-HEN MN-Hennepin County Tax 8.525 3.97$ 8.783% $3.40 0.57$ OXY001 Oxygen Services Co. 0003615092 3/31/2025 3/31/2025 2305 CORCORAN 54.43$ MN-HEN MN-Hennepin County Tax 8.525 4.39$ 8.773% $3.77 0.62$ OXY001 Oxygen Services Co. 0003617797 4/30/2025 4/30/2025 2305 CORCORAN 52.67$ MN-HEN MN-Hennepin County Tax 8.525 4.25$ 8.777% $3.64 0.61$ OXY001 Oxygen Services Co. 0003620524 5/31/2025 5/31/2025 2305 CORCORAN 54.43$ MN-HEN MN-Hennepin County Tax 8.525 4.39$ 8.773% $3.77 0.62$ OXY001 Oxygen Services Co. 0003623329 6/30/2025 6/30/2025 2305 CORCORAN 52.67$ MN-HEN MN-Hennepin County Tax 8.525 4.25$ 8.777% $3.64 0.61$ OXY001 Oxygen Services Co. 0003626095 7/31/2025 7/31/2025 2305 CORCORAN 58.69$ MN-HEN MN-Hennepin County Tax 8.525 4.73$ 8.766% $4.06 0.67$ 312 OXY001 Oxygen Services Co. 0003628858 8/31/2025 8/31/2025 2305 CORCORAN 58.69$ MN-HEN MN-Hennepin County Tax 8.525 4.73$ 8.766% $4.06 0.67$ OXY001 Oxygen Services Co. 0008682735 11/27/2023 11/30/2023 2305 CORCORAN 426.43$ MN-HEN MN-Hennepin County Tax 8.525 33.50$ 8.526% $29.57 3.93$ OXY001 Oxygen Services Co. 0008688668 12/18/2023 12/31/2023 2305 CORCORAN 44.44$ MN-CRO MN-Crow Wing County Taxe7.375% 3.24$ 7.864% $3.10 0.14$ OXY001 Oxygen Services Co. 0008702755 2/8/2024 2/28/2024 2305 CORCORAN 377.95$ MN-HEN MN-Hennepin County Tax 8.525 30.49$ 8.775% $26.15 4.34$ OXY001 Oxygen Services Co. 0008713838 3/15/2024 3/31/2024 2305 CORCORAN 90.12$ MN-HEN MN-Hennepin County Tax 8.525 7.27$ 8.775% $6.23 1.04$ OXY001 Oxygen Services Co. 0008737745 6/10/2024 6/30/2024 2305 CORCORAN 437.42$ MN-HEN MN-Hennepin County Tax 8.525 35.29$ 8.776% $30.26 5.03$ OXY001 Oxygen Services Co. 0008764549 9/12/2024 9/30/2024 2305 CORCORAN 94.63$ MN-HEN MN-Hennepin County Tax 8.525 7.63$ 8.770% $6.55 1.08$ OXY001 Oxygen Services Co. 0008781465 11/7/2024 11/30/2024 2305 CORCORAN 184.84$ MN-HEN MN-Hennepin County Tax 8.525 14.91$ 8.774% $12.79 2.12$ OXY001 Oxygen Services Co. 0008789054 12/5/2024 12/31/2024 2305 CORCORAN 144.48$ MN-HEN MN-Hennepin County Tax 8.525 10.55$ 7.877% $10.08 0.47$ OXY001 Oxygen Services Co. 0008801414 1/22/2025 1/31/2025 2305 CORCORAN 187.88$ MN-HEN MN-Hennepin County Tax 8.525 15.16$ 8.777% $13.00 2.16$ OXY001 Oxygen Services Co. 0008801721 1/23/2025 1/31/2025 2305 CORCORAN 184.84$ MN-HEN MN-Hennepin County Tax 8.525 14.91$ 8.774% $12.79 2.12$ OXY001 Oxygen Services Co. 0008801804 1/23/2025 1/31/2025 2305 CORCORAN 211.63$ MN-HEN MN-Hennepin County Tax 8.525 17.07$ 8.774% $14.64 2.43$ OXY001 Oxygen Services Co. 0008850035 7/3/2025 7/31/2025 2305 CORCORAN 144.44$ MN-SAU MN - Sauk Rapids Taxes 7.375% 10.54$ 7.872% $10.08 0.46$ PLA001 Plant & Flanged Equipment 0086049-IN 3/28/2024 3/31/2024 2305 CORCORAN 178.40$ MN-ANO MN-Anoka County Taxes 8.125% 13.40$ 8.121% $12.42 0.98$ PLA001 Plant & Flanged Equipment 0086286-IN 4/29/2024 4/30/2024 2305 CORCORAN 2,054.38$ MN-ANO MN-Anoka County Taxes 8.125% 154.38$ 8.125% $142.98 11.41$ PLA001 Plant & Flanged Equipment 0086513-IN 6/6/2024 6/30/2024 2305 CORCORAN 932.75$ MN-ANO MN-Anoka County Taxes 8.125% 70.10$ 8.126% $64.91 5.19$ PLA001 Plant & Flanged Equipment 0086615-IN 6/24/2024 6/30/2024 2305 CORCORAN 2,540.95$ MN-ANO MN-Anoka County Taxes 8.125% 190.95$ 8.126% $176.84 14.11$ PLA001 Plant & Flanged Equipment 0086760-IN 7/17/2024 7/31/2024 2305 CORCORAN 292.38$ MN-HEN MN-Hennepin County Tax 8.525 21.98$ 8.129% $20.35 1.63$ PLA001 Plant & Flanged Equipment 0087358-IN 10/31/2024 10/31/2024 2305 CORCORAN 530.42$ MN-HEN MN-Hennepin County Tax 8.525 39.87$ 8.128% $36.91 2.96$ PRO031 ProLine Distributing INV59401 12/29/2023 12/31/2023 2305 CORCORAN 1,743.76$ MN-ROG MN-Rogers City Taxes 8.775% 140.67$ 8.775% $120.63 20.04$ PRO031 ProLine Distributing INV60692 2/9/2024 2/28/2024 2305 CORCORAN 825.67$ MN-HEN MN-Hennepin County Tax 8.525 64.86$ 8.525% $57.25 7.61$ PRO031 ProLine Distributing INV65204 6/24/2024 6/30/2024 2305 CORCORAN 1,587.78$ MN-HEN MN-Hennepin County Tax 8.525 124.73$ 8.525% $110.09 14.64$ REB001 Rebarfab, Inc. 023-7373 10/30/2023 10/31/2023 2305 CORCORAN 2,212.82$ MN-HEN MN-Hennepin County Tax 8.525 173.82$ 8.525% $153.43 20.39$ REB001 Rebarfab, Inc. 023-7506 11/14/2023 11/30/2023 2305 CORCORAN 35,750.30$ MN-HEN MN-Hennepin County Tax 8.525 2,808.30$ 8.525% $2,478.89 329.41$ REB001 Rebarfab, Inc. 023-7522 11/15/2023 11/30/2023 2305 CORCORAN 36,332.00$ MN-HEN MN-Hennepin County Tax 8.525 2,854.00$ 8.525% $2,519.22 334.78$ REB001 Rebarfab, Inc. 023-7746 12/15/2023 12/31/2023 2305 CORCORAN 33,431.12$ MN-HEN MN-Hennepin County Tax 8.525 2,626.12$ 8.525% $2,318.08 308.04$ REB001 Rebarfab, Inc. 023-7747 12/18/2023 12/31/2023 2305 CORCORAN 27,896.35$ MN-HEN MN-Hennepin County Tax 8.525 2,191.35$ 8.525% $1,934.30 257.05$ REB001 Rebarfab, Inc. 023-7814 12/28/2023 1/31/2024 2305 CORCORAN 14,462.04$ MN-HEN MN-Hennepin County Tax 8.525 1,136.04$ 8.525% $1,002.78 133.26$ REB001 Rebarfab, Inc. 024-7855 1/5/2024 1/31/2024 2305 CORCORAN 26,093.76$ MN-HEN MN-Hennepin County Tax 8.525 2,049.76$ 8.525% $1,809.31 240.45$ REB001 Rebarfab, Inc. 024-8014 2/6/2024 2/28/2024 2305 CORCORAN 28,204.56$ MN-HEN MN-Hennepin County Tax 8.525 2,215.56$ 8.525% $1,955.67 259.89$ REB001 Rebarfab, Inc. 024-8015 2/6/2024 2/28/2024 2305 CORCORAN 430.84$ MN-HEN MN-Hennepin County Tax 8.525 33.84$ 8.524% $29.87 3.97$ REB001 Rebarfab, Inc. 024-8126 2/29/2024 8/31/2024 2305 CORCORAN 23,471.79$ MN-HEN MN-Hennepin County Tax 8.525 1,843.79$ 8.525% $1,627.51 216.28$ REB001 Rebarfab, Inc. 024-8137 3/1/2024 8/31/2024 2305 CORCORAN 2,061.98$ MN-HEN MN-Hennepin County Tax 8.525 161.98$ 8.525% $142.98 19.01$ REB001 Rebarfab, Inc. 024-8158 3/8/2024 8/31/2024 2305 CORCORAN 24,362.78$ MN-HEN MN-Hennepin County Tax 8.525 1,913.78$ 8.525% $1,689.29 224.49$ REB001 Rebarfab, Inc. 024-8336 4/10/2024 8/31/2024 2305 CORCORAN 1,116.72$ MN-HEN MN-Hennepin County Tax 8.525 87.72$ 8.525% $77.43 10.29$ REB001 Rebarfab, Inc. 024-8337 4/10/2024 8/31/2024 2305 CORCORAN 564.64$ MN-HEN MN-Hennepin County Tax 8.525 43.64$ 8.376% $39.21 4.43$ REB001 Rebarfab, Inc. 024-8411 4/18/2024 8/31/2024 2305 CORCORAN 8,685.26$ MN-HEN MN-Hennepin County Tax 8.525 682.26$ 8.525% $602.23 80.03$ REB001 Rebarfab, Inc. 024-8648 5/20/2024 8/31/2024 2305 CORCORAN 11,128.15$ MN-HEN MN-Hennepin County Tax 8.525 874.15$ 8.525% $771.61 102.54$ RIN002 Rinker Materials 28494701 1/22/2024 2/28/2024 2305 CORCORAN 33,651.57$ MN-HEN MN-Hennepin County Tax 8.525 2,643.44$ 8.525% $2,333.36 310.08$ RIN002 Rinker Materials 28512732 1/25/2024 2/28/2024 2305 CORCORAN 1,125.95$ MN-HEN MN-Hennepin County Tax 8.525 88.45$ 8.525% $78.07 10.38$ RIN002 Rinker Materials 28578886 2/7/2024 2/28/2024 2305 CORCORAN 25,516.20$ MN-HEN MN-Hennepin County Tax 8.525 2,004.38$ 8.525% $1,769.26 235.12$ RIN002 Rinker Materials 29968738 9/19/2024 9/30/2024 2305 CORCORAN 30,904.66$ MN-HEN MN-Hennepin County Tax 8.525 2,427.66$ 8.525% $2,142.89 284.77$ RIN002 Rinker Materials 29968739 9/19/2024 9/30/2024 2305 CORCORAN 5,188.85$ MN-HEN MN-Hennepin County Tax 8.525 407.60$ 8.525% $359.79 47.81$ RIN002 Rinker Materials 29985454 9/23/2024 9/30/2024 2305 CORCORAN 8,922.38$ MN-HEN MN-Hennepin County Tax 8.525 700.88$ 8.525% $618.67 82.21$ RIN002 Rinker Materials 30041684 10/2/2024 10/31/2024 2305 CORCORAN 868.20$ MN-HEN MN-Hennepin County Tax 8.525 68.20$ 8.525% $60.20 8.00$ ROA002 Road Machinery & Supplies Co. R2435001 10/23/2023 10/31/2023 2305 CORCORAN 7,252.74$ MN-HEN MN-Hennepin County Tax 8.525 569.74$ 8.525% $502.90 66.84$ ROA002 Road Machinery & Supplies Co. R2446901 11/20/2023 11/30/2023 2305 CORCORAN 6,900.03$ MN-HEN MN-Hennepin County Tax 8.525 542.03$ 8.525% $478.44 63.59$ SCA001 Scaffold Service A139325 8/20/2024 8/31/2024 2305 CORCORAN 536.50$ MN-ROG MN-Rogers City Taxes 8.775% 43.28$ 8.775% $37.11 6.17$ SCA001 Scaffold Service A140468 9/23/2024 9/30/2024 2305 CORCORAN 1,040.88$ MN-ROG MN-Rogers City Taxes 8.775% 83.97$ 8.775% $72.01 11.96$ SCA001 Scaffold Service A20407 9/19/2024 9/30/2024 2305 CORCORAN 1,003.86$ MN-ROG MN-Rogers City Taxes 8.775% 80.98$ 8.775% $69.45 11.53$ SET001 Seton Identification Products 9359199439 6/5/2025 6/30/2025 2305 CORCORAN 918.20$ MN-HEN MN-Hennepin County Tax 8.525 74.16$ 8.786% $63.51 10.65$ SET001 Seton Identification Products 9359199439 6/5/2025 6/30/2025 2305 CORCORAN 49.70$ MN-HEN MN-Hennepin County Tax 8.525 3.90$ 8.515% $3.45 0.45$ SHA001 Shaw-Stewart Lumber - MPLS 1074331-001 10/23/2023 10/31/2023 2305 CORCORAN 22,445.15$ MN-HEN MN-Hennepin County Tax 8.525 1,763.15$ 8.525% $1,556.32 206.83$ SHA001 Shaw-Stewart Lumber - MPLS 1093410-001 12/20/2023 12/31/2023 2305 CORCORAN 2,338.74$ MN-ROG MN-Rogers City Taxes 8.775% 183.72$ 8.525% $162.17 21.55$ SHA001 Shaw-Stewart Lumber - MPLS 1100046-001 2/19/2024 2/28/2024 2305 CORCORAN 2,983.24$ MN-HEN MN-Hennepin County Tax 8.525 234.34$ 8.525% $206.85 27.49$ SHA001 Shaw-Stewart Lumber - MPLS 1107351-001 4/18/2024 4/30/2024 2305 CORCORAN 381.84$ MN-HEN MN-Hennepin County Tax 8.525 30.00$ 8.527% $26.48 3.52$ SHA001 Shaw-Stewart Lumber - MPLS 1108048-001 4/24/2024 4/30/2024 2305 CORCORAN 727.99$ MN-HEN MN-Hennepin County Tax 8.525 57.19$ 8.526% $50.48 6.71$ SHA001 Shaw-Stewart Lumber - MPLS 1138432-001 12/13/2024 3/31/2025 2305 CORCORAN 466.11$ MN-HEN MN-Hennepin County Tax 8.525 36.61$ 8.524% $32.32 4.29$ SHA001 Shaw-Stewart Lumber - MPLS 1138882-002 12/20/2024 3/31/2025 2305 CORCORAN 3,646.44$ MN-HEN MN-Hennepin County Tax 8.525 286.44$ 8.525% $252.84 33.60$ SHA001 Shaw-Stewart Lumber - MPLS 1139139-001 12/26/2024 12/31/2024 2305 CORCORAN 759.68$ MN-HEN MN-Hennepin County Tax 8.525 59.68$ 8.526% $52.68 7.01$ SHA001 Shaw-Stewart Lumber - MPLS 1143172-001 1/29/2025 1/31/2025 2305 CORCORAN 53.77$ MN-HEN MN-Hennepin County Tax 8.525 4.22$ 8.517% $3.73 0.49$ SIM003 Simonson Lumber Co-Corporate BAX237854 7/22/2024 8/31/2024 2305 CORCORAN 15,446.02$ MN-HEN MN-Hennepin County Tax 8.525 1,213.34$ 8.525% $1,071.01 142.33$ SIM003 Simonson Lumber Co-Corporate SCE240740 8/2/2024 8/31/2024 2305 CORCORAN 1,599.83$ MN-HEN MN-Hennepin County Tax 8.525 125.67$ 8.525% $110.93 14.74$ SIM003 Simonson Lumber Co-Corporate SCE240741 8/2/2024 8/31/2024 2305 CORCORAN 15,712.48$ MN-HEN MN-Hennepin County Tax 8.525 1,234.27$ 8.525% $1,089.49 144.78$ SIM003 Simonson Lumber Co-Corporate SCE242204 8/9/2024 8/31/2024 2305 CORCORAN 4,013.47$ MN-HEN MN-Hennepin County Tax 8.525 315.27$ 8.525% $278.29 36.98$ SIM003 Simonson Lumber Co-Corporate SCE242963 8/13/2024 8/31/2024 2305 CORCORAN 762.19$ MN-HEN MN-Hennepin County Tax 8.525 59.87$ 8.525% $52.85 7.02$ SIM003 Simonson Lumber Co-Corporate SCE243002 8/13/2024 8/31/2024 2305 CORCORAN 5,600.97$ MN-HEN MN-Hennepin County Tax 8.525 439.98$ 8.525% $388.36 51.62$ SIM003 Simonson Lumber Co-Corporate SCE246403 8/27/2024 8/31/2024 2305 CORCORAN 395.09$ MN-HEN MN-Hennepin County Tax 8.525 31.04$ 8.526% $27.39 3.65$ STO012 Stoneworks Architectural Preca 9767 7/31/2024 8/31/2024 2305 CORCORAN 12,143.95$ MN-HEN MN-Hennepin County Tax 8.525 953.95$ 8.525% $842.05 111.90$ STO012 Stoneworks Architectural Preca 9944 9/30/2024 9/30/2024 2305 CORCORAN 4,661.15$ MN-HEN MN-Hennepin County Tax 8.525 366.15$ 8.525% $323.20 42.95$ SUN010 Sunbelt Rentals, Inc. 150107456-0001 2/5/2024 2/28/2024 2305 CORCORAN 678.28$ MN-HEN MN-Hennepin County Tax 8.525 53.28$ 8.525% $47.03 6.25$ TCC001 TCC Materials 7400426 4/15/2024 5/31/2024 2305 CORCORAN 2,849.91$ MN-ROG MN-Rogers City Taxes 8.775% 229.91$ 8.775% $197.16 32.76$ TCC001 TCC Materials 7404666 4/19/2024 5/31/2024 2305 CORCORAN 2,577.97$ MN-ROG MN-Rogers City Taxes 8.775% 207.97$ 8.775% $178.34 29.63$ TCC001 TCC Materials 7406261 4/22/2024 5/31/2024 2305 CORCORAN 3,609.15$ MN-ROG MN-Rogers City Taxes 8.775% 291.15$ 8.775% $249.68 41.47$ TCC001 TCC Materials 7412319 4/26/2024 5/31/2024 2305 CORCORAN 3,989.87$ MN-ROG MN-Rogers City Taxes 8.775% 321.87$ 8.775% $276.02 45.85$ TCC001 TCC Materials 7431853 5/14/2024 5/31/2024 2305 CORCORAN 3,609.15$ MN-ROG MN-Rogers City Taxes 8.775% 291.15$ 8.775% $249.68 41.47$ TCC001 TCC Materials 7455702 6/3/2024 8/31/2024 2305 CORCORAN 4,230.47$ MN-ROG MN-Rogers City Taxes 8.775% 342.47$ 8.808% $292.57 49.90$ TCC001 TCC Materials 7538838 8/15/2024 8/31/2024 2305 CORCORAN 4,450.22$ MN-HEN MN-Hennepin County Tax 8.525 362.22$ 8.861% $307.62 54.60$ TCC001 TCC Materials 7566119 9/6/2024 9/30/2024 2305 CORCORAN 3,989.87$ MN-ROG MN-Rogers City Taxes 8.775% 321.87$ 8.775% $276.02 45.85$ TCH001 TCH Doors Hardware Security PSI2279683 8/2/2024 9/30/2024 2305 CORCORAN 1,096.11$ MN-HEN MN-Hennepin County Tax 8.525 86.11$ 8.526% $76.00 10.11$ TOT003 Total Tool 01599007 11/1/2023 11/30/2023 2305 CORCORAN 127.95$ MN-HEN MN-Hennepin County Tax 8.525 10.05$ 8.524% $8.87 1.18$ TOT003 Total Tool 01599198 11/2/2023 11/30/2023 2305 CORCORAN 109.00$ MN-HEN MN-Hennepin County Tax 8.525 8.56$ 8.523% $7.56 1.00$ TOT003 Total Tool 01599214 11/1/2023 11/30/2023 2305 CORCORAN 1,095.41$ MN-HEN MN-Hennepin County Tax 8.525 86.05$ 8.525% $75.95 10.10$ TOT003 Total Tool 01599977 11/8/2023 11/30/2023 2305 CORCORAN 218.01$ MN-HEN MN-Hennepin County Tax 8.525 17.13$ 8.527% $15.12 2.01$ TOT003 Total Tool 01600577 11/13/2023 11/30/2023 2305 CORCORAN 30.63$ MN-HEN MN-Hennepin County Tax 8.525 2.41$ 8.540% $2.12 0.29$ TOT003 Total Tool 01600773 11/14/2023 11/30/2023 2305 CORCORAN 38.21$ MN-HEN MN-Hennepin County Tax 8.525 3.00$ 8.520% $2.65 0.35$ TOT003 Total Tool 01600947 11/15/2023 11/30/2023 2305 CORCORAN 101.05$ MN-HEN MN-Hennepin County Tax 8.525 7.94$ 8.528% $7.01 0.93$ TOT003 Total Tool 01601904 11/21/2023 11/30/2023 2305 CORCORAN 25.07$ MN-HEN MN-Hennepin County Tax 8.525 1.97$ 8.528% $1.74 0.23$ TOT003 Total Tool 01602217 11/24/2023 11/30/2023 2305 CORCORAN 2,675.19$ MN-ROG MN-Rogers City Taxes 8.775% 210.14$ 8.525% $185.50 24.64$ TOT003 Total Tool 01608624 1/11/2024 1/31/2024 2305 CORCORAN 1,956.48$ MN-HEN MN-Hennepin County Tax 8.525 153.69$ 8.525% $135.66 18.03$ TOT003 Total Tool 01609590 1/18/2024 1/31/2024 2305 CORCORAN 93.40$ MN-HEN MN-Hennepin County Tax 8.525 7.34$ 8.529% $6.48 0.86$ TOT003 Total Tool 01609762 1/19/2024 1/31/2024 2305 CORCORAN 79.96$ MN-HEN MN-Hennepin County Tax 8.525 6.28$ 8.523% $5.54 0.74$ TOT003 Total Tool 01610377 1/25/2024 1/31/2024 2305 CORCORAN 378.86$ MN-HEN MN-Hennepin County Tax 8.525 29.76$ 8.525% $26.27 3.49$ TOT003 Total Tool 01610379 1/25/2024 1/31/2024 2305 CORCORAN 507.59$ MN-HEN MN-Hennepin County Tax 8.525 39.87$ 8.524% $35.20 4.67$ TOT003 Total Tool 01618744 3/22/2024 3/31/2024 2305 CORCORAN 463.02$ MN-HEN MN-Hennepin County Tax 8.525 36.37$ 8.525% $32.11 4.26$ TOT003 Total Tool 01620440 4/3/2024 4/30/2024 2305 CORCORAN 554.82$ MN-HEN MN-Hennepin County Tax 8.525 43.58$ 8.524% $38.47 5.11$ TOT003 Total Tool 01622226 4/15/2024 4/30/2024 2305 CORCORAN 119.59$ MN-HEN MN-Hennepin County Tax 8.525 9.39$ 8.521% $8.29 1.10$ TOT003 Total Tool 01622863 4/18/2024 4/30/2024 2305 CORCORAN 962.01$ MN-HEN MN-Hennepin County Tax 8.525 75.57$ 8.525% $66.70 8.87$ TOT003 Total Tool 01623783 4/24/2024 4/30/2024 2305 CORCORAN 22.90$ MN-HEN MN-Hennepin County Tax 8.525 1.80$ 8.531% $1.59 0.21$ TOT003 Total Tool 01623783 4/24/2024 4/30/2024 2305 CORCORAN 38.16$ MN-HEN MN-Hennepin County Tax 8.525 3.00$ 8.532% $2.65 0.35$ TOT003 Total Tool 01626233 5/9/2024 5/31/2024 2305 CORCORAN 729.74$ MN-HEN MN-Hennepin County Tax 8.525 57.32$ 8.524% $50.60 6.72$ TOT003 Total Tool 01637109 7/15/2024 7/31/2024 2305 CORCORAN 491.70$ MN-HEN MN-Hennepin County Tax 8.525 38.62$ 8.524% $34.09 4.53$ TOT003 Total Tool 01637813 7/18/2024 7/31/2024 2305 CORCORAN 28.91$ MN-HEN MN-Hennepin County Tax 8.525 2.27$ 8.521% $2.00 0.27$ TOT003 Total Tool 01642450 8/14/2024 8/31/2024 2305 CORCORAN 316.52$ MN-HEN MN-Hennepin County Tax 8.525 24.86$ 8.524% $21.95 2.91$ TOT003 Total Tool 01644077 8/23/2024 8/31/2024 2305 CORCORAN 575.70$ MN-HEN MN-Hennepin County Tax 8.525 45.22$ 8.524% $39.92 5.30$ TOT003 Total Tool 01646079 9/6/2024 9/30/2024 2305 CORCORAN 381.79$ MN-HEN MN-Hennepin County Tax 8.525 29.99$ 8.525% $26.47 3.52$ TOT003 Total Tool 01646212 9/9/2024 9/30/2024 2305 CORCORAN 77.29$ MN-HEN MN-Hennepin County Tax 8.525 6.07$ 8.523% $5.36 0.71$ TOT003 Total Tool 01652269 10/11/2024 10/31/2024 2305 CORCORAN 395.19$ MN-HEN MN-Hennepin County Tax 8.525 31.04$ 8.524% $27.40 3.64$ TOT003 Total Tool 01652272 10/11/2024 10/31/2024 2305 CORCORAN 485.89$ MN-HEN MN-Hennepin County Tax 8.525 38.17$ 8.525% $33.69 4.48$ TOT003 Total Tool 01659358 11/22/2024 11/30/2024 2305 CORCORAN 141.10$ MN-HEN MN-Hennepin County Tax 8.525 11.54$ 8.907% $9.75 1.79$ TOT003 Total Tool 01659801 11/26/2024 11/30/2024 2305 CORCORAN 132.45$ MN-HEN MN-Hennepin County Tax 8.525 10.40$ 8.521% $9.18 1.22$ TOT003 Total Tool 01661115 12/5/2024 12/31/2024 2305 CORCORAN 146.29$ MN-HEN MN-Hennepin County Tax 8.525 11.49$ 8.524% $10.14 1.35$ TOT003 Total Tool 01661378 12/6/2024 12/31/2024 2305 CORCORAN 323.40$ MN-HEN MN-Hennepin County Tax 8.525 25.40$ 8.523% $22.42 2.98$ TOT003 Total Tool 01661793 12/10/2024 12/31/2024 2305 CORCORAN 797.34$ MN-HEN MN-Hennepin County Tax 8.525 62.63$ 8.524% $55.29 7.34$ TOT003 Total Tool 01667916 1/23/2025 1/31/2025 2305 CORCORAN 307.28$ MN-HEN MN-Hennepin County Tax 8.525 24.14$ 8.526% $21.31 2.83$ TOT003 Total Tool 01667916 1/23/2025 1/31/2025 2305 CORCORAN 17.05$ MN-HEN MN-Hennepin County Tax 8.525 1.34$ 8.530% $1.18 0.16$ TOT003 Total Tool 01670244 2/6/2025 2/28/2025 2305 CORCORAN 244.95$ MN-HEN MN-Hennepin County Tax 8.525 19.24$ 8.524% $16.98 2.26$ TOT003 Total Tool 01672818 2/24/2025 2/28/2025 2305 CORCORAN 125.62$ MN-HEN MN-Hennepin County Tax 8.525 9.87$ 8.527% $8.71 1.16$ TOT003 Total Tool 01672818 2/24/2025 2/28/2025 2305 CORCORAN 24.42$ MN-HEN MN-Hennepin County Tax 8.525 1.91$ 8.485% $1.69 0.22$ TOT003 Total Tool 01688918 5/19/2025 5/31/2025 2305 CORCORAN 130.03$ MN-HEN MN-Hennepin County Tax 8.525 10.21$ 8.521% $9.02 1.19$ TRI017 Twin City Hardware Co Inc PSI2258795 4/11/2024 7/31/2024 2305 CORCORAN 51,464.32$ MN-HEN MN-Hennepin County Tax 8.525 4,042.70$ 8.525% $3,568.48 474.22$ 313 TRI017 Twin City Hardware Co Inc PSI2258796 4/11/2024 7/31/2024 2305 CORCORAN 12,050.04$ MN-HEN MN-Hennepin County Tax 8.525 946.58$ 8.525% $835.54 111.04$ TRI017 Twin City Hardware Co Inc PSI2258797 4/11/2024 7/31/2024 2305 CORCORAN 33,001.21$ MN-HEN MN-Hennepin County Tax 8.525 2,592.42$ 8.525% $2,288.26 304.16$ TRI017 Twin City Hardware Co Inc PSI2260387 4/18/2024 7/31/2024 2305 CORCORAN 14,311.86$ MN-HEN MN-Hennepin County Tax 8.525 1,124.23$ 8.525% $992.37 131.86$ TRI017 Twin City Hardware Co Inc PSI2279882 8/5/2024 3/31/2025 2305 CORCORAN 4,948.43$ MN-HEN MN-Hennepin County Tax 8.525 388.70$ 8.525% $343.12 45.58$ TWI025 Twin City Windustrial Supply 166162 01 12/4/2023 12/31/2023 2305 CORCORAN 636.66$ MN-ROG MN-Rogers City Taxes 8.775% 50.01$ 8.525% $44.15 5.86$ TWI025 Twin City Windustrial Supply 166341 01 12/28/2023 12/31/2023 2305 CORCORAN 6,052.48$ MN-ROG MN-Rogers City Taxes 8.775% 475.44$ 8.525% $419.67 55.77$ TWI025 Twin City Windustrial Supply 166343 01 12/28/2023 12/31/2023 2305 CORCORAN 5,247.50$ MN-ROG MN-Rogers City Taxes 8.775% 412.21$ 8.525% $363.86 48.35$ TWI025 Twin City Windustrial Supply 166375 01 12/28/2023 12/31/2023 2305 CORCORAN 11,143.47$ MN-ROG MN-Rogers City Taxes 8.775% 875.36$ 8.525% $772.68 102.68$ TWI025 Twin City Windustrial Supply 166375 02 1/2/2024 1/31/2024 2305 CORCORAN 98.06$ MN-ROG MN-Rogers City Taxes 8.775% 7.70$ 8.521% $6.80 0.90$ TWI025 Twin City Windustrial Supply 166381 01 12/28/2023 12/31/2023 2305 CORCORAN 697.80$ MN-ROG MN-Rogers City Taxes 8.775% 54.81$ 8.524% $48.38 6.43$ TWI025 Twin City Windustrial Supply 166381 02 1/11/2024 1/31/2024 2305 CORCORAN 112.81$ MN-ROG MN-Rogers City Taxes 8.775% 8.86$ 8.523% $7.82 1.04$ TWI025 Twin City Windustrial Supply 172316 01 10/29/2024 10/31/2024 2305 CORCORAN 735.09$ MN-HEN MN-Hennepin County Tax 8.525 57.74$ 8.524% $50.97 6.77$ ULI001 ULine 187908033 1/15/2025 1/31/2025 2305 CORCORAN 2,083.79$ MN-HEN MN-Hennepin County Tax 8.525 163.69$ 8.525% $144.49 19.20$ UNI023 United Rentals 222504693-003 10/2/2023 10/31/2023 2305 CORCORAN 1,122.45$ MN-HEN MN-Hennepin County Tax 8.525 88.17$ 8.525% $77.83 10.34$ UNI023 United Rentals 222504693-004 10/23/2023 10/31/2023 2305 CORCORAN 677.46$ MN-HEN MN-Hennepin County Tax 8.525 53.22$ 8.526% $46.97 6.25$ UNI023 United Rentals 224552327-002 10/23/2023 10/31/2023 2305 CORCORAN 742.76$ MN-HEN MN-Hennepin County Tax 8.525 58.34$ 8.524% $51.50 6.84$ UNI023 United Rentals 225347129-001 10/18/2023 10/31/2023 2305 CORCORAN 2,083.96$ MN-HEN MN-Hennepin County Tax 8.525 163.71$ 8.525% $144.50 19.21$ UNI023 United Rentals 225347129-002 11/13/2023 11/30/2023 2305 CORCORAN 1,092.11$ MN-HEN MN-Hennepin County Tax 8.525 85.79$ 8.525% $75.73 10.06$ UNI023 United Rentals 225384388-001 10/15/2023 10/31/2023 2305 CORCORAN 1,151.10$ MN-HEN MN-Hennepin County Tax 8.525 90.42$ 8.525% $79.82 10.60$ UNI023 United Rentals 225384388-002 11/12/2023 11/30/2023 2305 CORCORAN 742.76$ MN-HEN MN-Hennepin County Tax 8.525 58.34$ 8.524% $51.50 6.84$ UNI023 United Rentals 225384388-003 12/10/2023 12/31/2023 2305 CORCORAN 742.76$ MN-HEN MN-Hennepin County Tax 8.525 58.34$ 8.524% $51.50 6.84$ UNI023 United Rentals 226026886-001 11/2/2023 11/30/2023 2305 CORCORAN 2,947.80$ MN-HEN MN-Hennepin County Tax 8.525 231.56$ 8.525% $204.40 27.16$ UNI023 United Rentals 226026886-002 11/30/2023 11/30/2023 2305 CORCORAN 2,559.28$ MN-HEN MN-Hennepin County Tax 8.525 201.04$ 8.525% $177.46 23.58$ UNI023 United Rentals 226026886-003 12/12/2023 12/31/2023 2305 CORCORAN 168.19$ MN-HEN MN-Hennepin County Tax 8.525 13.21$ 8.524% $11.66 1.55$ UNI023 United Rentals 227229311-001 11/15/2023 2/28/2024 2305 CORCORAN 1,090.63$ MN-HEN MN-Hennepin County Tax 8.525 85.66$ 8.524% $75.62 10.04$ UNI023 United Rentals 228318928-001 12/27/2023 12/31/2023 2305 CORCORAN 2,484.52$ MN-ROG MN-Rogers City Taxes 8.775% 200.44$ 8.776% $171.88 28.56$ UNI023 United Rentals 228318928-002 1/24/2024 1/31/2024 2305 CORCORAN 1,957.96$ MN-ROG MN-Rogers City Taxes 8.775% 157.96$ 8.776% $135.45 22.51$ UNI023 United Rentals 228318928-003 2/21/2024 2/28/2024 2305 CORCORAN 1,957.96$ MN-ROG MN-Rogers City Taxes 8.775% 157.96$ 8.776% $135.45 22.51$ UNI023 United Rentals 228318928-004 3/20/2024 3/31/2024 2305 CORCORAN 1,957.96$ MN-ROG MN-Rogers City Taxes 8.775% 157.96$ 8.776% $135.45 22.51$ UNI023 United Rentals 228510386-001 1/2/2024 2/28/2024 2305 CORCORAN 1,116.17$ MN-HEN MN-Hennepin County Tax 8.525 87.67$ 8.524% $77.39 10.28$ UNI023 United Rentals 228510386-002 1/30/2024 2/28/2024 2305 CORCORAN 747.19$ MN-HEN MN-Hennepin County Tax 8.525 58.69$ 8.524% $51.81 6.88$ UNI023 United Rentals 228510386-003 2/27/2024 2/28/2024 2305 CORCORAN 747.19$ MN-HEN MN-Hennepin County Tax 8.525 58.69$ 8.524% $51.81 6.88$ UNI023 United Rentals 228870204-002 2/14/2024 2/28/2024 2305 CORCORAN 1,122.45$ MN-HEN MN-Hennepin County Tax 8.525 88.17$ 8.525% $77.83 10.34$ UNI023 United Rentals 228870204-003 3/13/2024 3/31/2024 2305 CORCORAN 1,122.45$ MN-HEN MN-Hennepin County Tax 8.525 88.17$ 8.525% $77.83 10.34$ UNI023 United Rentals 228870204-004 4/10/2024 4/30/2024 2305 CORCORAN 1,122.45$ MN-HEN MN-Hennepin County Tax 8.525 88.17$ 8.525% $77.83 10.34$ UNI023 United Rentals 228870204-006 5/8/2024 5/31/2024 2305 CORCORAN 561.22$ MN-HEN MN-Hennepin County Tax 8.525 44.08$ 8.524% $38.91 5.17$ UNI023 United Rentals 228870204-007 6/5/2024 6/30/2024 2305 CORCORAN 561.22$ MN-HEN MN-Hennepin County Tax 8.525 44.08$ 8.524% $38.91 5.17$ UNI023 United Rentals 228870204-008 7/3/2024 7/31/2024 2305 CORCORAN 561.22$ MN-HEN MN-Hennepin County Tax 8.525 44.08$ 8.524% $38.91 5.17$ UNI023 United Rentals 228870204-009 7/19/2024 7/31/2024 2305 CORCORAN 184.63$ MN-HEN MN-Hennepin County Tax 8.525 14.50$ 8.523% $12.80 1.70$ UNI023 United Rentals 229256037-001 1/31/2024 2/28/2024 2305 CORCORAN 7,167.13$ MN-HEN MN-Hennepin County Tax 8.525 563.00$ 8.525% $496.96 66.04$ UNI023 United Rentals 229256037-002 2/3/2024 2/28/2024 2305 CORCORAN 1,401.41$ MN-HEN MN-Hennepin County Tax 8.525 110.09$ 8.525% $97.17 12.92$ UNI023 United Rentals 229256037-003 2/27/2024 2/28/2024 2305 CORCORAN 2,508.36$ MN-HEN MN-Hennepin County Tax 8.525 197.04$ 8.525% $173.93 23.11$ UNI023 United Rentals 229493327-001 2/9/2024 2/28/2024 2305 CORCORAN 3,007.30$ MN-HEN MN-Hennepin County Tax 8.525 236.24$ 8.525% $208.52 27.72$ UNI023 United Rentals 229493327-002 3/8/2024 3/31/2024 2305 CORCORAN 2,645.62$ MN-HEN MN-Hennepin County Tax 8.525 207.82$ 8.525% $183.44 24.38$ UNI023 United Rentals 229493327-003 4/5/2024 4/30/2024 2305 CORCORAN 2,645.62$ MN-HEN MN-Hennepin County Tax 8.525 207.82$ 8.525% $183.44 24.38$ UNI023 United Rentals 231241272-001 3/13/2024 3/31/2024 2305 CORCORAN 998.35$ MN-ROG MN-Rogers City Taxes 8.775% 80.54$ 8.775% $69.07 11.47$ UNI023 United Rentals 233004319-001 5/6/2024 5/31/2024 2305 CORCORAN 3,388.86$ MN-HEN MN-Hennepin County Tax 8.525 266.20$ 8.525% $234.98 31.22$ UNI023 United Rentals 233004319-002 6/3/2024 6/30/2024 2305 CORCORAN 3,010.92$ MN-HEN MN-Hennepin County Tax 8.525 236.52$ 8.525% $208.77 27.75$ UNI023 United Rentals 233261636-001 5/1/2024 4/30/2024 2305 CORCORAN 996.66$ MN-ROG MN-Rogers City Taxes 8.775% 80.41$ 8.776% $68.95 11.46$ UNI023 United Rentals 234877425-001 6/22/2024 6/30/2024 2305 CORCORAN 1,140.37$ MN-HEN MN-Hennepin County Tax 8.525 89.57$ 8.524% $79.07 10.50$ UNI023 United Rentals 237002637-001 8/13/2024 8/31/2024 2305 CORCORAN 948.88$ MN-HEN MN-Hennepin County Tax 8.525 74.54$ 8.525% $65.79 8.75$ UNI023 United Rentals 237002637-002 9/9/2024 9/30/2024 2305 CORCORAN 348.69$ MN-HEN MN-Hennepin County Tax 8.525 27.39$ 8.525% $24.18 3.21$ UNI023 United Rentals 239303125-001 10/9/2024 10/31/2024 2305 CORCORAN 1,408.81$ MN-HEN MN-Hennepin County Tax 8.525 110.67$ 8.525% $97.69 12.98$ UNI023 United Rentals 240819180-001 11/12/2024 11/30/2024 2305 CORCORAN 1,746.17$ MN-ROG MN-Rogers City Taxes 8.775% 140.87$ 8.775% $120.80 20.07$ UNI023 United Rentals 240819180-003 12/10/2024 12/31/2024 2305 CORCORAN 1,957.96$ MN-ROG MN-Rogers City Taxes 8.775% 157.96$ 8.776% $135.45 22.51$ UNI023 United Rentals 240819180-006 1/7/2025 1/31/2025 2305 CORCORAN 1,957.96$ MN-ROG MN-Rogers City Taxes 8.775% 157.96$ 8.776% $135.45 22.51$ UNI023 United Rentals 240819180-007 2/4/2025 2/28/2025 2305 CORCORAN 1,957.96$ MN-ROG MN-Rogers City Taxes 8.775% 157.96$ 8.776% $135.45 22.51$ UNI023 United Rentals 248409246-001 6/4/2025 6/30/2025 2305 CORCORAN 1,444.65$ MN-HEN MN-Hennepin County Tax 8.525 113.45$ 8.522% $100.17 13.28$ UNI023 United Rentals 249266822-001 6/17/2025 6/30/2025 2305 CORCORAN 571.07$ MN-ROG MN-Rogers City Taxes 8.775% 46.07$ 8.775% $39.51 6.56$ UNI023 United Rentals 258870204-001 1/17/2024 1/31/2024 2305 CORCORAN 1,491.71$ MN-HEN MN-Hennepin County Tax 8.525 117.17$ 8.524% $103.43 13.74$ VES001 Vessco, Inc. 094593 6/28/2024 8/31/2024 2305 CORCORAN 76,112.38$ MN-HEN MN-Hennepin County Tax 8.525 5,978.88$ 8.525% $5,277.55 701.33$ VES001 Vessco, Inc. 094904 7/31/2024 8/31/2024 2305 CORCORAN 52,766.56$ MN-HEN MN-Hennepin County Tax 8.525 4,144.98$ 8.525% $3,658.77 486.21$ VES001 Vessco, Inc. 095516 10/7/2024 10/31/2024 2305 CORCORAN 177,767.74$ MN-HEN MN-Hennepin County Tax 8.525 13,964.26$ 8.525% $12,326.21 1,638.05$ VES001 Vessco, Inc. 095552 10/29/2024 10/31/2024 2305 CORCORAN 3,846.73$ MN-HEN MN-Hennepin County Tax 8.525 302.17$ 8.525% $266.73 35.44$ VES001 Vessco, Inc. 095696 10/28/2024 10/31/2024 2305 CORCORAN 21,030.13$ MN-HEN MN-Hennepin County Tax 8.525 1,652.00$ 8.525% $1,458.20 193.80$ VES001 Vessco, Inc. 096651 2/10/2025 2/28/2025 2305 CORCORAN 185.21$ MN-HEN MN-Hennepin County Tax 8.525 14.55$ 8.526% $12.84 1.71$ VES001 Vessco, Inc. 096725 2/17/2025 2/28/2025 2305 CORCORAN 23,841.09$ MN-HEN MN-Hennepin County Tax 8.525 1,872.80$ 8.525% $1,653.11 219.69$ VES001 Vessco, Inc. 097081 3/20/2025 3/31/2025 2305 CORCORAN 64,333.33$ MN-HEN MN-Hennepin County Tax 8.525 5,053.60$ 8.525% $4,460.80 592.80$ VES001 Vessco, Inc. 097380 4/23/2025 5/31/2025 2305 CORCORAN 5,334.72$ MN-HEN MN-Hennepin County Tax 8.525 419.06$ 8.525% $369.90 49.16$ VES001 Vessco, Inc. 098064 6/27/2025 6/30/2025 2305 CORCORAN 458,496.43$ MN-HEN MN-Hennepin County Tax 8.525 36,016.43$ 8.525% $31,791.62 4,224.81$ VES001 Vessco, Inc. 098160 7/11/2025 7/31/2025 2305 CORCORAN 3,026.87$ MN-HEN MN-Hennepin County Tax 8.525 237.77$ 8.525% $209.88 27.89$ VES001 Vessco, Inc. 098237 7/18/2025 7/31/2025 2305 CORCORAN 2,786.68$ MN-HEN MN-Hennepin County Tax 8.525 230.68$ 9.025% $192.34 38.34$ VES001 Vessco, Inc. 098498 8/18/2025 8/31/2025 2305 CORCORAN 86,912.95$ MN-HEN MN-Hennepin County Tax 8.525 6,827.31$ 8.525% $6,026.44 800.87$ VES001 Vessco, Inc. 096651-ADJ 2/10/2025 8/31/2025 2305 CORCORAN 185.21$ MN-HEN MN-Hennepin County Tax 8.525 14.55$ 8.526% $12.84 1.71$ WHI003 White Cap, LP 50024099360 10/12/2023 10/31/2023 2305 CORCORAN 1,714.43$ MN-HEN MN-Hennepin County Tax 8.525 134.68$ 8.525% $118.88 15.80$ WHI003 White Cap, LP 50024134046 10/16/2023 10/31/2023 2305 CORCORAN 685.02$ MN-HEN MN-Hennepin County Tax 8.525 53.83$ 8.528% $47.50 6.33$ WHI003 White Cap, LP 50024230610 10/23/2023 10/31/2023 2305 CORCORAN 1,062.57$ MN-ROG MN-Rogers City Taxes 8.775% 83.47$ 8.525% $73.68 9.79$ WHI003 White Cap, LP 50024286316 10/26/2023 10/31/2023 2305 CORCORAN 1,650.22$ MN-ROG MN-Rogers City Taxes 8.775% 129.62$ 8.524% $114.43 15.19$ WHI003 White Cap, LP 50024286316 10/26/2023 10/31/2023 2305 CORCORAN 70.31$ MN-ROG MN-Rogers City Taxes 8.775% 5.52$ 8.520% $4.88 0.64$ WHI003 White Cap, LP 50024314015 10/27/2023 11/30/2023 2305 CORCORAN 673.54$ MN-ROG MN-Rogers City Taxes 8.775% 52.90$ 8.523% $46.70 6.20$ WHI003 White Cap, LP 50024340070 10/31/2023 10/31/2023 2305 CORCORAN 321.23$ MN-HEN MN-Hennepin County Tax 8.525 25.23$ 8.524% $22.27 2.96$ WHI003 White Cap, LP 50024344060 10/31/2023 10/31/2023 2305 CORCORAN 685.02$ MN-HEN MN-Hennepin County Tax 8.525 53.83$ 8.528% $47.50 6.33$ WHI003 White Cap, LP 50024489968 11/10/2023 11/30/2023 2305 CORCORAN 6,851.74$ MN-ROG MN-Rogers City Taxes 8.775% 538.22$ 8.525% $475.09 63.13$ WHI003 White Cap, LP 50024554825 11/16/2023 11/30/2023 2305 CORCORAN 456.59$ MN-HEN MN-Hennepin County Tax 8.525 35.87$ 8.526% $31.66 4.21$ WHI003 White Cap, LP 50024558079 11/16/2023 11/30/2023 2305 CORCORAN 414.91$ MN-ROG MN-Rogers City Taxes 8.775% 32.61$ 8.530% $28.77 3.84$ WHI003 White Cap, LP 50024855050 12/14/2023 12/31/2023 2305 CORCORAN 1,876.88$ MN-ROG MN-Rogers City Taxes 8.775% 147.46$ 8.527% $130.14 17.32$ WHI003 White Cap, LP 50025081756 1/9/2024 1/31/2024 2305 CORCORAN 737.97$ MN-ROG MN-Rogers City Taxes 8.775% 57.97$ 8.525% $51.17 6.80$ WHI003 White Cap, LP 50025188340 1/19/2024 1/31/2024 2305 CORCORAN 539.36$ MN-ROG MN-Rogers City Taxes 8.775% 43.96$ 8.874% $37.28 6.68$ WHI003 White Cap, LP 50025763638 3/7/2024 3/13/2024 2305 CORCORAN 249.62$ MN-HEN MN-Hennepin County Tax 8.525 19.62$ 8.530% $17.31 2.31$ WHI003 White Cap, LP 50025808310 3/12/2024 3/31/2024 2305 CORCORAN 608.02$ MN-HEN MN-Hennepin County Tax 8.525 47.76$ 8.525% $42.16 5.60$ WHI003 White Cap, LP 50025812701 3/12/2024 3/31/2024 2305 CORCORAN 3,079.71$ MN-HEN MN-Hennepin County Tax 8.525 241.91$ 8.525% $213.54 28.37$ WHI003 White Cap, LP 50025872945 3/15/2024 3/31/2024 2305 CORCORAN 1,248.14$ MN-HEN MN-Hennepin County Tax 8.525 98.06$ 8.526% $86.54 11.52$ WHI003 White Cap, LP 50025890946 3/18/2024 3/31/2024 2305 CORCORAN 123.73$ MN-HEN MN-Hennepin County Tax 8.525 9.73$ 8.535% $8.58 1.15$ WHI003 White Cap, LP 50025892638 3/18/2024 3/31/2024 2305 CORCORAN 409.15$ MN-HEN MN-Hennepin County Tax 8.525 32.15$ 8.528% $28.37 3.78$ WHI003 White Cap, LP 50026108066 4/3/2024 4/30/2024 2305 CORCORAN 933.33$ MN-HEN MN-Hennepin County Tax 8.525 73.33$ 8.527% $64.72 8.61$ WHI003 White Cap, LP 50026200263 4/10/2024 4/30/2024 2305 CORCORAN 865.56$ MN-HEN MN-Hennepin County Tax 8.525 68.01$ 8.527% $60.02 7.99$ WHI003 White Cap, LP 50026207752 4/15/2024 4/30/2024 2305 CORCORAN 1,123.14$ MN-HEN MN-Hennepin County Tax 8.525 88.22$ 8.524% $77.88 10.34$ WHI003 White Cap, LP 50026315897 4/18/2024 4/30/2024 2305 CORCORAN 394.77$ MN-HEN MN-Hennepin County Tax 8.525 31.02$ 8.528% $27.37 3.65$ WHI003 White Cap, LP 50026316193 4/18/2024 4/30/2024 2305 CORCORAN 609.18$ MN-HEN MN-Hennepin County Tax 8.525 47.85$ 8.524% $42.24 5.61$ WHI003 White Cap, LP 50026614434 5/10/2024 5/31/2024 2305 CORCORAN 432.37$ MN-HEN MN-Hennepin County Tax 8.525 33.97$ 8.527% $29.98 3.99$ WHI003 White Cap, LP 50026657809 5/15/2024 5/31/2024 2305 CORCORAN 49.93$ MN-HEN MN-Hennepin County Tax 8.525 3.93$ 8.543% $3.46 0.47$ WHI003 White Cap, LP 50026670342 5/15/2024 5/31/2024 2305 CORCORAN 2,971.22$ MN-HEN MN-Hennepin County Tax 8.525 233.42$ 8.526% $206.02 27.40$ WHI003 White Cap, LP 50026775229 5/23/2024 5/31/2024 2305 CORCORAN 720.32$ MN-HEN MN-Hennepin County Tax 8.525 56.58$ 8.524% $49.95 6.63$ WHI003 White Cap, LP 50026860527 5/30/2024 5/31/2024 2305 CORCORAN 667.74$ MN-HEN MN-Hennepin County Tax 8.525 52.45$ 8.524% $46.30 6.15$ WHI003 White Cap, LP 50026871745 5/31/2024 6/30/2024 2305 CORCORAN 781.22$ MN-HEN MN-Hennepin County Tax 8.525 70.22$ 9.876% $53.50 16.72$ WHI003 White Cap, LP 50026918680 6/4/2024 6/30/2024 2305 CORCORAN 538.73$ MN-HEN MN-Hennepin County Tax 8.525 42.31$ 8.523% $37.36 4.95$ WHI003 White Cap, LP 50027524226 7/18/2024 7/31/2024 2305 CORCORAN 3,684.94$ MN-HEN MN-Hennepin County Tax 8.525 289.48$ 8.526% $255.51 33.97$ WHI003 White Cap, LP 50027524228 7/18/2024 7/31/2024 2305 CORCORAN 1,263.24$ MN-HEN MN-Hennepin County Tax 8.525 99.24$ 8.526% $87.59 11.65$ WHI003 White Cap, LP 50027638611 7/25/2024 7/31/2024 2305 CORCORAN 265.71$ MN-HEN MN-Hennepin County Tax 8.525 20.87$ 8.524% $18.42 2.45$ WHI003 White Cap, LP 50027790473 8/6/2024 8/31/2024 2305 CORCORAN 2,262.25$ MN-HEN MN-Hennepin County Tax 8.525 177.70$ 8.525% $156.86 20.84$ WHI003 White Cap, LP 50027840571 8/9/2024 8/31/2024 2305 CORCORAN 1,795.33$ MN-HEN MN-Hennepin County Tax 8.525 141.03$ 8.525% $124.49 16.54$ WHI003 White Cap, LP 50027911700 8/14/2024 8/31/2024 2305 CORCORAN 101.58$ MN-HEN MN-Hennepin County Tax 8.525 7.98$ 8.526% $7.04 0.94$ WHI003 White Cap, LP 50027922971 8/15/2024 8/31/2024 2305 CORCORAN 1,871.56$ MN-HEN MN-Hennepin County Tax 8.525 147.04$ 8.526% $129.77 17.27$ WHI003 White Cap, LP 50027991844 8/20/2024 8/31/2024 2305 CORCORAN 1,154.11$ MN-HEN MN-Hennepin County Tax 8.525 90.67$ 8.526% $80.02 10.65$ WHI003 White Cap, LP 50028064700 8/26/2024 8/31/2024 2305 CORCORAN 38.71$ MN-HEN MN-Hennepin County Tax 8.525 3.04$ 8.523% $2.68 0.36$ WHI003 White Cap, LP 50028141867 8/30/2024 8/31/2024 2305 CORCORAN 2,466.35$ MN-HEN MN-Hennepin County Tax 8.525 193.76$ 8.526% $171.01 22.75$ WHI003 White Cap, LP 50028192687 9/5/2024 9/30/2024 2305 CORCORAN 119.39$ MN-HEN MN-Hennepin County Tax 8.525 9.39$ 8.536% $8.28 1.11$ WHI003 White Cap, LP 50028196804 9/5/2024 9/30/2024 2305 CORCORAN 40.06$ MN-HEN MN-Hennepin County Tax 8.525 3.14$ 8.505% $2.78 0.36$ WHI003 White Cap, LP 50028261490 9/10/2024 9/30/2024 2305 CORCORAN 146.71$ MN-HEN MN-Hennepin County Tax 8.525 11.54$ 8.537% $10.17 1.37$ WHI003 White Cap, LP 50028271437 9/11/2024 9/30/2024 2305 CORCORAN 1,771.50$ MN-HEN MN-Hennepin County Tax 8.525 139.15$ 8.525% $122.83 16.32$ WHI003 White Cap, LP 50028362909 9/17/2024 9/30/2024 2305 CORCORAN 247.65$ MN-HEN MN-Hennepin County Tax 8.525 19.45$ 8.523% $17.17 2.28$ 314 WHI003 White Cap, LP 50028420109 9/20/2024 9/30/2024 2305 CORCORAN 667.74$ MN-HEN MN-Hennepin County Tax 8.525 52.45$ 8.524% $46.30 6.15$ WHI003 White Cap, LP 50028432412 9/20/2024 9/30/2024 2305 CORCORAN 372.90$ MN-HEN MN-Hennepin County Tax 8.525 29.30$ 8.527% $25.86 3.44$ WHI003 White Cap, LP 50028432412 9/20/2024 9/30/2024 2305 CORCORAN 4,006.47$ MN-HEN MN-Hennepin County Tax 8.525 314.73$ 8.525% $277.80 36.93$ WHI003 White Cap, LP 50028449735 9/23/2024 9/30/2024 2305 CORCORAN 1,517.19$ MN-HEN MN-Hennepin County Tax 8.525 119.19$ 8.526% $105.20 13.99$ WHI003 White Cap, LP 50028511349 9/26/2024 9/30/2024 2305 CORCORAN 2,441.73$ MN-HEN MN-Hennepin County Tax 8.525 191.83$ 8.526% $169.30 22.53$ WHI003 White Cap, LP 50028618317 10/4/2024 10/31/2024 2305 CORCORAN 428.24$ MN-HEN MN-Hennepin County Tax 8.525 33.65$ 8.528% $29.69 3.96$ WHI003 White Cap, LP 50028618318 10/4/2024 10/31/2024 2305 CORCORAN 114.39$ MN-HEN MN-Hennepin County Tax 8.525 8.99$ 8.529% $7.93 1.06$ WHI003 White Cap, LP 50028695147 10/10/2024 10/31/2024 2305 CORCORAN 360.28$ MN-HEN MN-Hennepin County Tax 8.525 28.30$ 8.525% $24.98 3.32$ WHI003 White Cap, LP 50028695147 10/10/2024 10/31/2024 2305 CORCORAN 228.77$ MN-HEN MN-Hennepin County Tax 8.525 17.97$ 8.525% $15.86 2.11$ WHI003 White Cap, LP 50028891593 10/24/2024 10/31/2024 2305 CORCORAN 1,714.71$ MN-HEN MN-Hennepin County Tax 8.525 134.71$ 8.526% $118.90 15.82$ WHI003 White Cap, LP 50028955013 10/29/2024 10/31/2024 2305 CORCORAN 781.82$ MN-HEN MN-Hennepin County Tax 8.525 61.41$ 8.524% $54.21 7.20$ WHI003 White Cap, LP 50028955013 10/29/2024 10/31/2024 2305 CORCORAN 121.54$ MN-HEN MN-Hennepin County Tax 8.525 9.56$ 8.537% $8.43 1.13$ WHI003 White Cap, LP 50029027301 11/5/2024 11/30/2024 2305 CORCORAN 2,072.73$ MN-HEN MN-Hennepin County Tax 8.525 162.83$ 8.526% $143.72 19.11$ WHI003 White Cap, LP 50029066685 11/6/2024 11/30/2024 2305 CORCORAN 121.53$ MN-HEN MN-Hennepin County Tax 8.525 9.55$ 8.528% $8.43 1.12$ WHI003 White Cap, LP 50029171697 11/13/2024 11/30/2024 2305 CORCORAN 840.00$ MN-HEN MN-Hennepin County Tax 8.525 66.00$ 8.527% $58.24 7.76$ WHI003 White Cap, LP 50029340473 11/26/2024 12/31/2024 2305 CORCORAN 81.39$ MN-HEN MN-Hennepin County Tax 8.525 6.39$ 8.520% $5.64 0.75$ WHI003 White Cap, LP 50029340473 11/26/2024 12/31/2024 2305 CORCORAN 372.89$ MN-HEN MN-Hennepin County Tax 8.525 29.29$ 8.524% $25.86 3.43$ WHI003 White Cap, LP 50029340473 11/26/2024 12/31/2024 2305 CORCORAN 44.39$ MN-HEN MN-Hennepin County Tax 8.525 3.50$ 8.560% $3.08 0.42$ WHI003 White Cap, LP 50029757902 1/9/2025 1/31/2025 2305 CORCORAN 233.05$ MN-HEN MN-Hennepin County Tax 8.525 18.30$ 8.522% $16.16 2.14$ WHI003 White Cap, LP 50030074551 2/5/2025 2/28/2025 2305 CORCORAN 223.77$ MN-HEN MN-Hennepin County Tax 8.525 17.59$ 8.531% $15.52 2.07$ WHI003 White Cap, LP 50030377369 3/3/2025 3/31/2025 2305 CORCORAN 69.46$ MN-HEN MN-Hennepin County Tax 8.525 5.46$ 8.531% $4.82 0.64$ WHI003 White Cap, LP 50031107769 4/24/2025 4/30/2025 2305 CORCORAN 667.74$ MN-HEN MN-Hennepin County Tax 8.525 52.45$ 8.524% $46.30 6.15$ WHI003 White Cap, LP 50031902212 6/17/2025 6/30/2025 2305 CORCORAN 138.57$ MN-STP MN - St Paul Taxes 9.875% 12.45$ 9.872% $9.49 2.96$ WHI003 White Cap, LP 50032242722 7/9/2025 7/31/2025 2305 CORCORAN 620.08$ MN-HEN MN-Hennepin County Tax 8.525 48.71$ 8.525% $43.00 5.71$ WHI003 White Cap, LP 59789931-ADJ 6/6/2024 1/31/2025 2305 CORCORAN 449.30$ MN-HEN MN-Hennepin County Tax 8.525 35.30$ 8.527% $31.15 4.15$ WWT001 W W Thompson Concrete Products 2310-672294 10/4/2023 10/31/2023 2305 CORCORAN 967.28$ MN-ROG MN-Rogers City Taxes 8.775% 69.78$ 7.775% $67.54 2.24$ WWT001 W W Thompson Concrete Products 2405-702064 5/14/2024 5/31/2024 2305 CORCORAN 347.28$ MN-HEN MN-Hennepin County Tax 8.525 27.28$ 8.525% $24.08 3.20$ WWT001 W W Thompson Concrete Products 2507-780310 7/14/2025 7/31/2025 2305 CORCORAN 195.61$ MN-HEN MN-Hennepin County Tax 8.525 15.78$ 8.775% $13.53 2.25$ XCE001 Xcel Energy 851321123 10/31/2023 10/31/2023 2305 CORCORAN 249.24$ MN-HEN MN-Hennepin County Tax 8.525 19.57$ 8.521% $17.28 2.29$ XCE001 Xcel Energy 855456904 12/1/2023 11/30/2023 2305 CORCORAN 752.18$ MN-HEN MN-Hennepin County Tax 8.525 59.09$ 8.526% $52.16 6.93$ XCE001 Xcel Energy 859558578 1/3/2024 1/31/2024 2305 CORCORAN 1,214.95$ MN-HEN MN-Hennepin County Tax 8.525 95.44$ 8.525% $84.24 11.20$ XCE001 Xcel Energy 863607922 2/2/2024 1/31/2024 2305 CORCORAN 1,777.75$ MN-HEN MN-Hennepin County Tax 8.525 139.66$ 8.526% $123.27 16.39$ XCE001 Xcel Energy 867760806 3/5/2024 2/28/2024 2305 CORCORAN 1,186.59$ MN-HEN MN-Hennepin County Tax 8.525 93.21$ 8.525% $82.28 10.93$ XCE001 Xcel Energy 871843623 4/3/2024 4/30/2024 2305 CORCORAN 910.16$ MN-HEN MN-Hennepin County Tax 8.525 71.50$ 8.526% $63.11 8.39$ XCE001 Xcel Energy 875952729 5/2/2024 6/30/2024 2305 CORCORAN 494.95$ MN-HEN MN-Hennepin County Tax 8.525 38.87$ 8.523% $34.32 4.55$ XCE001 Xcel Energy 880021738 6/3/2024 6/30/2024 2305 CORCORAN 284.15$ MN-HEN MN-Hennepin County Tax 8.525 22.32$ 8.525% $19.70 2.62$ XCE001 Xcel Energy 888577171 8/2/2024 7/31/2024 2305 CORCORAN 316.10$ MN-HEN MN-Hennepin County Tax 8.525 24.83$ 8.525% $21.92 2.91$ XCE001 Xcel Energy 892365241 8/29/2024 8/31/2024 2305 CORCORAN 456.92$ MN-HEN MN-Hennepin County Tax 8.525 35.88$ 8.522% $31.68 4.20$ XCE001 Xcel Energy 896893404 10/2/2024 9/30/2024 2305 CORCORAN 613.45$ MN-HEN MN-Hennepin County Tax 8.525 48.19$ 8.525% $42.54 5.65$ XCE001 Xcel Energy 901054174 10/31/2024 11/30/2024 2305 CORCORAN 497.53$ MN-HEN MN-Hennepin County Tax 8.525 39.11$ 8.531% $34.50 4.61$ XCE001 Xcel Energy 904843041 11/27/2024 11/30/2024 2305 CORCORAN 1,088.10$ MN-HEN MN-Hennepin County Tax 8.525 85.47$ 8.525% $75.45 10.02$ XCE001 Xcel Energy 905260672 12/3/2024 12/31/2024 2305 CORCORAN 45.99$ MN-HEN MN-Hennepin County Tax 8.525 3.56$ 8.390% $3.19 0.37$ XCE001 Xcel Energy 908977319 12/31/2024 12/31/2024 2305 CORCORAN 1,547.13$ MN-HEN MN-Hennepin County Tax 8.525 121.53$ 8.525% $107.28 14.25$ XCE001 Xcel Energy 909415868 1/6/2025 1/31/2025 2305 CORCORAN 38.46$ mn-hen MN-Hennepin County Tax 8.525 3.03$ 8.552% $2.67 0.36$ XCE001 Xcel Energy 914005678 2/6/2025 2/28/2025 2305 CORCORAN 2,479.59$ mn-hen MN-Hennepin County Tax 8.525 194.78$ 8.525% $171.93 22.85$ XCE001 Xcel Energy 917224698 3/3/2025 2/28/2025 2305 CORCORAN 2,434.49$ MN-HEN MN-Hennepin County Tax 8.525 191.23$ 8.525% $168.81 22.42$ XCE001 Xcel Energy 917233014 3/3/2025 2/28/2025 2305 CORCORAN 1,249.72$ MN-HEN MN-Hennepin County Tax 8.525 98.16$ 8.524% $86.65 11.51$ XCE001 Xcel Energy 921463776 4/2/2025 3/31/2025 2305 CORCORAN 2,399.01$ MN-HEN MN-Hennepin County Tax 8.525 188.45$ 8.525% $166.34 22.11$ XCE001 Xcel Energy 921482616 3/31/2025 3/31/2025 2305 CORCORAN 417.17$ MN-HEN MN-Hennepin County Tax 8.525 32.77$ 8.525% $28.93 3.84$ XCE001 Xcel Energy 925694597 5/2/2025 4/30/2025 2305 CORCORAN 3,138.99$ MN-HEN MN-Hennepin County Tax 8.525 246.59$ 8.525% $217.65 28.94$ XCE001 Xcel Energy 929822095 6/2/2025 6/30/2025 2305 CORCORAN 2,176.43$ MN-HEN MN-Hennepin County Tax 8.525 170.95$ 8.524% $150.91 20.04$ XCE001 Xcel Energy 930216813 6/4/2025 5/31/2025 2305 CORCORAN 51.30$ MN-HEN MN-Hennepin County Tax 8.525 4.03$ 8.525% $3.56 0.47$ XCE001 Xcel Energy 933325847 6/26/2025 6/30/2025 2305 CORCORAN 6.92$ MN-HEN MN-Hennepin County Tax 8.525 0.55$ 8.634% $0.48 0.07$ XCE001 Xcel Energy 934178721 7/1/2025 6/30/2025 2305 CORCORAN 3,987.31$ MN-HEN MN-Hennepin County Tax 8.525 313.23$ 8.525% $276.47 36.76$ XCE001 Xcel Energy 935650573 7/11/2025 7/31/2025 2305 CORCORAN 1,436.53$ MN-HEN MN-Hennepin County Tax 8.525 112.84$ 8.525% $99.61 13.23$ XCE001 Xcel Energy 925753102.1 5/2/2025 5/31/2025 2305 CORCORAN 137.13$ MN-HEN MN-Hennepin County Tax 8.525 10.77$ 8.523% $9.51 1.26$ ZIE003 Ziegler Inc. SI000449010 2/12/2024 2/28/2024 2305 CORCORAN 2,363.39$ MN-HEN MN-Hennepin County Tax 8.525 185.64$ 8.524% $163.88 21.76$ 315 STAFF REPORT Agenda Item: 6.l Council Meeting: October 23, 2025 Prepared By: Kevin Mattson, Public Works Director, Jessica Christensen Buck, Parks and Recreation Manager Topic: Heritage Park Improvements - Pay Request 3 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 3 to Fehn Companies, Inc. in the amount of $1,062,322.19. Financial/Budget Heritage Park Improvements is funded by the Park Dedication Fund. Options Approve Pay Request 3 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $1,062,322.19. Decline. Recommendation Approve Pay Request 3 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $1,062,322.19. Council Action Consider a motion to approve Pay Request 3 for the Heritage Park Improvements to Fehn Companies, Inc. in the amount of $1,062,322.19. Attachments 1. 193807229 Pay Request #3 Memo_rev1.pdf 316 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Mark Schroeher, PE Project/File: 193807229 Date: October 13, 2025 Subject: Pay Request #3 to Fehn Companies, Inc. – Corcoran City Park Improvements Council Action Requested Staff recommends the City Council Approve Pay Application #3 for the Corcoran City Park Improvements project to Fehn Companies, Inc. in the amount of $1,062,322.19. Summary Pay request #3 includes project work completed by Fehn Companies, Inc and their subtractors throughout the month of September and early October. Bituminous trails throughout the park have been paved, and the parking lot has been constructed and is ready to be paved in the upcoming days. Significant portions of graded areas of the park have been seeded and stabilized, and all site utilities have been installed. Remaining project work for 2025 includes the installation of concrete flat work, backfilling and grading around the trails and parking lot and seeding and stabilizing these areas. Below is a summary of the work completed to date: Total Contract Value to Date $2,688,971.21 Work Completed to Date $1,558,139.61 5% Retainage $77,906.98 Amount Paid to Date $417,910.44 Total Pay App #3 $1,062,322.19 Engineer’s Recommendation We recommend approving Pay Request #3 to Fehn Companies, Inc. in the amount of $1,062,322.19. 317 STAFF REPORT Agenda Item: 6.m Council Meeting: October 23, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: Chisholm Trail Improvements - Pay Request 2 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 2 to Asphalt Specialties Company in the amount of $212,727.14. Financial/Budget The Chisholm Trail Improvements project is funded by a combination of special assessments, Pavement Management funds and 2025 General Budget Asphalt Maintenance. Options Approve Pay Request 2 for the Chisholm Trail Improvements project to Asphalt Specialties Company in the amount of $212,727.14. Decline. Recommendation Approve Pay Request 2 for the Chisholm Trail Improvements project to Asphalt Specialties Company in the amount of $212,727.14. Council Action Consider a motion to approve Pay Request 2 for the Chisholm Trail Improvements project to Asphalt Specialties Company in the amount of $212,727.14. Attachments 1. Chisholm Trail Improvements- Pay Request 2.pdf 318 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 193807366 Date: October 13, 2025 Subject: Pay Request #2 to Asphalt Specialties Company for the Chisholm Trail Improvements Project. Council Action Requested Staff recommends that City Council approve pay application #2 for the Chisholm Trail Improvements project to Asphalt Specialties Company in the amount of $212,727.14. Summary Pay request #2 includes a majority of the costs for the Chisholm Trail Improvements project including mobilization, drain tile, grading, and both base and wear course paving. Work remaining on the project includes spreading topsoil to grade the yards adjacent to the roadway and restoring these yards with seed and hydro mulch. Below is a summary of the work completed to date: Total Contract Value to Date $333,446.26 Work Completed to Date $298,251.10 5% Retainage $14,912.55 Amount Paid to Date $70,611.41 Total Pay App #2 212,727.14 Engineer’s Recommendation We recommend approving Pay Request #2 to Asphalt Specialties Company in the amount of $212,727.14. 319 320 321 LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE QUANTITY COST QUANTITY COST QUANTITY COST 1 MOBILIZATION & DEMOBILIZATION LS 1 $4,000.00 4,000.00$ 0.9 3,600.00$ 0.5 2,000.00$ 0.40 1,600.00$ 2 TRAFFIC CONTROL LS 1 $2,700.00 2,700.00$ 0.9 2,430.00$ 0.5 1,350.00$ 0.40 1,080.00$ 3 CLEAR AND GRUB TREE EA 3 $775.00 2,325.00$ 4 3,100.00$ 0.0 -$ 4.00 3,100.00$ 4 SALVAGE & REINSTALL SIGN EA 6 $275.00 1,650.00$ 4 1,100.00$ 0.0 -$ 4.00 1,100.00$ 5 SALVAGE & REINSTALL MAILBOX EA 5 $275.00 1,375.00$ 0 -$ 0.0 -$ 0.00 -$ 6 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)LF 200 $4.50 900.00$ 200 900.00$ 0.0 -$ 200.00 900.00$ 7 1.5" MILL BITUMINOUS PAVEMENT SY 137 $15.50 2,123.50$ 137 2,123.50$ 0.0 -$ 137.00 2,123.50$ 8 RECLAIM BITUMINOUS PAVEMENT SY 8190 $1.01 8,304.66$ 8190 8,304.66$ 8,190.0 8,304.66$ 0.00 -$ 9 REMOVE BITUMINOUS DRIVEWAY SY 78 $43.50 3,393.00$ 120 5,220.00$ 0.0 -$ 120.00 5,220.00$ 10 REMOVE CONCRETE DRIVEWAY SY 25 $14.15 353.75$ 18 254.70$ 18.0 254.70$ 0.00 -$ 11 EXCAVATE, LOAD AND HAUL RECLAIM AGGREGATE CY 231 $14.15 3,268.65$ 160 2,264.00$ 100.0 1,415.00$ 60.00 849.00$ 12 REMOVE CONCRETE DRAINTILE HEADWALL EA 6 $272.00 1,632.00$ 4 1,088.00$ 0.0 -$ 4.00 1,088.00$ 13 TOPSOIL BORROW CY 147 $59.00 8,673.00$ 7 413.00$ 7.0 413.00$ 0.00 -$ 14 SEED TURFGRASS LB 64 $13.30 851.20$ 0 -$ 0.0 -$ 0.00 -$ 15 SEED WET DITCH LB 10 $8.35 83.50$ 0 -$ 0.0 -$ 0.00 -$ 16 ROLLED EROSION PREVENTION CATEGORY 20 SY 390 $4.45 1,735.50$ 0 -$ 0.0 -$ 0.00 -$ 17 SEDIMENT CONTROL LOG TYPE STRAW - MAINTAINED LF 260.00 $4.45 1,157.00$ 208 925.60$ 208.0 925.60$ 0.00 -$ 18 HYDRAULIC STABILIZED FIBER MATRIX LB 650 $2.25 1,462.50$ 0 -$ 0.0 -$ 0.00 -$ 19 STABILIZED CONSTRUCTION EXIT EA 1 $2,280.00 2,280.00$ 0 -$ 0.0 -$ 0.00 -$ Total Schedule A: 48,268.26$ 31,723.46$ 14,662.96$ 17,060.50$ SCHEDULE B - STORM SEWER QUANTITY COST QUANTITY COST QUANTITY COST 20 COMMON EXCAVATION OFFSITE CY 150 $30.00 4,500.00$ 150 4,500.00$ 120.0 3,600.00$ 30.00 $900.00 21 CLEAN PIPE CULVERT LF 50 $25.00 1,250.00$ 50 1,250.00$ 0.0 -$ 50.00 1,250.00$ 22 DITCH GRADING LF 250 $4.50 1,125.00$ 192 864.00$ 160.0 720.00$ 32.00 $144.00 Total Schedule B: 6,875.00$ 6,614.00$ 4,320.00$ 2,294.00$ SCHEDULE C - ROADWAY QUANTITY COST 23 4" SCH. 40 PERFORATED DRAINTILE LF 3,670 $12.10 44,407.00$ 3670 44,407.00$ 3,000.0 36,300.00$ 670.00 8,107.00$ 24 4" SCH. 40 DRAINTILE CLEANOUT EA 12 $97.00 1,164.00$ 15 1,455.00$ 6.0 582.00$ 9.00 873.00$ 25 4" PRECAST CONCRETE DRAINTILE HEADWALL EA 12 $539.00 6,468.00$ 12 6,468.00$ 7.0 3,773.00$ 5.00 2,695.00$ 26 COARSE FILTER AGGREGATE (3/4" CLEAR WASHED ROCK)TON 180 $78.00 14,040.00$ 147.28 11,487.84$ 131.3 10,239.84$ 16.00 1,248.00$ 27 GEOTEXTILE FABRIC, TYPE 4 NON-WOVEN SY 1,360 $1.40 1,904.00$ 1360 1,904.00$ 1,000.0 1,400.00$ 360.00 504.00$ 28 RECLAIMED AGGREGATE BASE - DRIVEWAY BASE CY 20 $185.60 3,712.00$ 0 -$ 0.0 -$ 0.00 -$ 29 CLASS 2 AGGREGATE SHOULDER TON 135 $99.75 13,466.25$ 0 -$ 0.0 -$ 0.00 -$ 30 CLASS 5 AGGREGATE BASE TON 10 $92.50 925.00$ 0 -$ 0.0 -$ 0.00 -$ 31 ROAD PREPARATION RDST 26.5 $610.00 16,165.00$ 26.5 16,165.00$ 0.0 -$ 26.50 16,165.00$ 32 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)TON 940 $87.85 82,579.00$ 792.19 69,593.89$ 0.0 -$ 792.19 69,593.89$ 33 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)TON 710 $106.30 75,473.00$ 819.35 87,096.91$ 0.0 -$ 819.35 87,096.91$ 34 BITUMINOUS TACK COAT GAL 390 $13.00 5,070.00$ 390 5,070.00$ 0.0 -$ 390.00 5,070.00$ 35 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - DRIVEWAYS TON 26 $314.00 8,164.00$ 40 12,560.00$ 0.0 -$ 40.00 12,560.00$ 36 CONCRETE DRIVEWAY SY 25 $137.50 3,437.50$ 18 2,475.00$ 18.0 2,475.00$ 0.00 -$ Total Schedule C: 276,974.75$ 258,682.64$ 54,769.84$ 3,128.04$ 203,912.80$ ALTERNATE 1 - ALTERNATE RECLAIM HAULING LOCATION:COST QUANTITY COST QUANTITY COST 37 EXCAVATE, LOAD, HAUL, AND DISPOSE RECLAIM AGGREGATE AT PUBLIC WORKSCY 231 $5.75 1,328.25$ 160 920.00$ 100.0 575.00$ 60.00 345.00$ Pay Request #2 Chisholm Trail Improvements 193807366 10/9/2025 City of Corcoran COMPLETED TO DATE PAY REQUEST #2 October 2025 SCHEDULE A - REMOVAL AND STREETS Less Previous Payments 322 TOTAL ALTERNATE 1: 1,328.25$ 920.00$ 575.00$ 345.00$ Total Original Contract: 333,446.26$ 297,940.10$ 74,327.80$ 223,612.30$ ORIGINAL CONTRACT AWARD AMOUNT 333,446.26$ 297,940.10$ 74,327.80$ 223,612.30$ TOTAL CHANGE ORDER:-$ 14,897.00$ 3,716.39$ 11,180.61$ TOTAL REVISED CONTRACT:333,446.26$ 283,043.10$ 70,611.41$ 212,431.69$ SUBTOTAL CURRENT RETAINAGE (5%) TOTAL CURRENT PAY REQUEST COMPLETE TO DATE PAY REQUEST #2 CONTRACT SUMMARY LESS PREVIOUS PAYMENTS 323 STAFF REPORT Agenda Item: 6.n Council Meeting: October 23, 2025 Prepared By: Kevin Mattson, Public Works Director, Topic: CR 116 & Hunters Ridge Turn Lane Improvements - Pay Request 3 Action Required: Approval Summary Council should review and consider the attached engineering memorandum. Staff recommends approval of Pay Request 3 to SR Weidema, Inc. in the amount of $153,311.05. Financial/Budget This project is funded via Bellwether and Hope Meadows development escrows. Options Approve Pay Request 3 for the CR 116 & Hunters Ridge Turn Lane Improvements to SR Weidema, Inc. in the amount of $153,311.05. Decline. Recommendation Approve Pay Request 3 for the CR 116 & Hunters Ridge Turn Lane Improvements to SR Weidema, Inc. in the amount of $153,311.05. Council Action Consider a motion to approve Pay Request 3 for the CR 116 & Hunters Ridge Turn Lane Improvements to SR Weidema, Inc. in the amount of $153,311.05. Attachments 1. CR116 and Hunters Ridge Turn Lane Improvements- Pay Request 3.pdf 324 Memo To: Kevin Mattson, PE, PW Director From: Steve Hegland, PE Nick Wyers, PE Project/File: 193807336 Date: October 13, 2025 Subject: Pay Request #3 to SR Weidema, Inc. – County Road 116 and Hunters Ridge Turn Lane Improvements Council Action Requested Staff recommends that City Council approve pay application #3 for the County Road 116 and Hunters Ridge Turn Lane Improvements project to SR Weidema, Inc. in the amount of $153,311.05. Summary Pay request #3 includes wear course paving, striping removal, pavement striping, and restoration work. The project is substantially complete, and only punch list work and vegetation acceptance remain outstanding fo the project. Below is a summary of the work completed to date: Total Contract Value to Date $636,744.93 Work Completed to Date $585,652.14 2% Retainage $11,713.04 Amount Paid to Date $420,628.05 Total Pay App #3 $153,311.05 Engineer’s Recommendation We recommend approving Pay Request #3 to SR Weidema, Inc. in the amount of $153,311.05. 325 LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE QUANTITY COST QUANTITY COST QUANTITY COST 1 MOBILIZATION LUMP SUM 1 $23,000.00 23,000.00$ 1 23,000.00$ 1.0 23,000.00$ 0.00 -$ 2 CLEAR & GRUB TREE EACH 18 $440.00 7,920.00$ 29 12,760.00$ 29.0 12,760.00$ 0.00 -$ 3 PAVEMENT MARKING REMOVAL LIN FT 4,391 $0.80 3,512.80$ 1459 1,167.20$ 0.0 -$ 1459.00 1,167.20$ 4 REMOVE SIGN EACH 10 $40.00 400.00$ 10 400.00$ 10.0 400.00$ 0.00 -$ 5 SALVAGE SIGN EACH 5 $40.00 200.00$ 5 200.00$ 5.0 200.00$ 0.00 -$ 6 SALVAGE AND REINSTALL MAILBOX EACH 3 $170.00 510.00$ 1 170.00$ 1.0 170.00$ 0.00 -$ 7 REMOVE PIPE CULVERTS LIN FT 455 $15.00 6,825.00$ 455 6,825.00$ 455.0 6,825.00$ 0.00 -$ 8 REMOVE 4" SCH. 40 DRAIN TILE LIN FT 95 $7.00 665.00$ 95 665.00$ 95.0 665.00$ 0.00 -$ 9 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2,589 $4.00 10,356.00$ 2547 10,188.00$ 2,547.0 10,188.00$ 0.00 -$ 10 REMOVE BITUMINOUS PAVEMENT SQ YD 2,260 $6.00 13,560.00$ 1860 11,160.00$ 1,860.0 11,160.00$ 0.00 -$ 11 MILL BITUMINOUS SURFACE (2.0") SQ YD 1,260 $6.50 8,190.00$ 1745 11,342.50$ 0.0 -$ 1745.00 11,342.50$ 12 STRIP, STOCKPILE, AND RESPREAD TOPSOIL LUMP SUM 1 $6,500.00 6,500.00$ 1 6,500.00$ 0.8 4,875.00$ 0.25 1,625.00$ 13 GRANULAR BORROW TON 50 $22.00 1,100.00$ 0 -$ 0.0 -$ 0.00 -$ 14 COMMON EXCAVATION - ONSITE (EV) (P) CU YD 350 $3.50 1,225.00$ 362 1,267.00$ 362.0 1,267.00$ 0.00 -$ 15 COMMON EXCAVATION - OFFSITE (EV) (P) CU YD 1,350 $24.25 32,737.50$ 1350 32,737.50$ 1,350.0 32,737.50$ 0.00 -$ 16 SUBGRADE EXCAVATION (EV) CU YD 150 $25.70 3,855.00$ 0 -$ 0.0 -$ 0.00 -$ 17 STABILIZING AGGREGATE, 3" MINUS TON 270.00 $40.00 10,800.00$ 89.19 3,567.60$ 89.2 3,567.60$ 0.00 -$ 18 GEOTEXTILE FABRIC, TYPE 5 NON-WOVEN (P) SQ YD 4,340 $2.00 8,680.00$ 3970 7,940.00$ 3,970.0 7,940.00$ 0.00 -$ 19 SELECT GRANULAR BORROW MOD 5% TON 510 $12.00 6,120.00$ 270 3,240.00$ 270.0 3,240.00$ 0.00 -$ 20 AGGREGATE BASE CLASS 5, 80% CRUSHED TON 2,480 $21.00 52,080.00$ 2210 46,410.00$ 2,210.0 46,410.00$ 0.00 -$ 21 BITUMINOUS MATERIAL FOR TACK COAT GAL 460 $3.70 1,702.00$ 500 1,850.00$ 200.0 740.00$ 300.00 1,110.00$ 22 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 847 $93.50 79,194.50$ 702.72 65,704.32$ 657.7 61,496.82$ 45.00 4,207.50$ 23 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 946 $106.70 100,938.20$ 962.35 102,682.75$ 272.2 29,042.67$ 690.16 73,640.07$ 24 AGGREGATE SURFACING CLASS 2, 100% CRUSHED LIMESTONE TON 180 $45.00 8,100.00$ 36.56 1,645.20$ 0.0 -$ 36.56 1,645.20$ 25 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $200.00 5,000.00$ 0 -$ 0.0 -$ 0.00 -$ 26 WATER FOR DUST CONTROL MGAL 25 $100.00 2,500.00$ 0 -$ 0.0 -$ 0.00 -$ 27 1.5" CLEAR WASHED ROCK TON 40 $50.00 2,000.00$ 18.23 911.50$ 18.2 911.50$ 0.00 -$ 28 12" RC FLARED END SECTION EACH 1 $1,050.00 1,050.00$ 1 1,050.00$ 1.0 1,050.00$ 0.00 -$ 29 12" RC FLARED END SECTION W/ TRASH GUARD EACH 1 $1,550.00 1,550.00$ 1 1,550.00$ 1.0 1,550.00$ 0.00 -$ 30 12" RCP SEWER CLASS V LIN FT 64 $100.00 6,400.00$ 64 6,400.00$ 64.0 6,400.00$ 0.00 -$ 31 15" RC FLARED END SECTION EACH 1 $1,100.00 1,100.00$ 1 1,100.00$ 1.0 1,100.00$ 0.00 -$ 32 15" RC FLARED END SECTION W/ TRASH GUARD EACH 1 $1,700.00 1,700.00$ 1 1,700.00$ 1.0 1,700.00$ 0.00 -$ 33 15" RCP SEWER CLASS V LIN FT 456 $96.00 43,776.00$ 528 50,688.00$ 528.0 50,688.00$ 0.00 -$ 34 36" X 22" RC ARCH PIPE FLARED END SECTION W/ TRASH GUARD EACH 1 $3,900.00 3,900.00$ 1 3,900.00$ 1.0 3,900.00$ 0.00 -$ 35 36" X 22" RC ARCH PIPE FLARED END SECTION EACH 1 $2,200.00 2,200.00$ 1 2,200.00$ 1.0 2,200.00$ 0.00 -$ 36 36" X 22" RC ARCH PIPE SEWER CLASS V LIN FT 48 $310.00 14,880.00$ 48 14,880.00$ 48.0 14,880.00$ 0.00 -$ 37 CONNECT TO EXISTING STORM SEWER PIPE EACH 1 $3,750.00 3,750.00$ 1 3,750.00$ 1.0 3,750.00$ 0.00 -$ 38 CONSTRUCT DRAINAGE STRUCTURE SPECIAL 48" EACH 3 $4,000.00 12,000.00$ 3 12,000.00$ 3.0 12,000.00$ 0.00 -$ 39 24" CMP FLARED END SECTION EACH 3 $450.00 1,350.00$ 3 1,350.00$ 3.0 1,350.00$ 0.00 -$ 40 24" METAL FLARED END SECTION W/ TRASH GUARD EACH 4 $605.00 2,420.00$ 4 2,420.00$ 4.0 2,420.00$ 0.00 -$ 41 24" CMP STORM SEWER LIN FT 37 $125.00 4,625.00$ 20 2,500.00$ 20.0 2,500.00$ 0.00 -$ 42 24” STORM DUAL WALL PIPE LIN FT 152 $125.00 19,000.00$ 117 14,625.00$ 117.0 14,625.00$ 0.00 -$ 43 4" PVC PERFORATED DRAIN TILE PIPE SCH 40 LF 484 $19.00 9,196.00$ 484 9,196.00$ 484.0 9,196.00$ 0.00 -$ 44 4" PVC SOLID DRAIN TILE PIPE SCH 40 LF 172 $9.00 1,548.00$ 180 1,620.00$ 0.0 -$ 180.00 1,620.00$ 45 4" PVC DRAIN TILE CLEANOUT EACH 6 $195.00 1,170.00$ 6 1,170.00$ 6.0 1,170.00$ 0.00 -$ 46 4" PRECAST CONCRETE HEADWALL EACH 3 $390.00 1,170.00$ 2 780.00$ 2.0 780.00$ 0.00 -$ 47 CONNECT TO EXISTING 4" DRAIN TILE PIPE EACH 2 $100.00 200.00$ 2 200.00$ 2.0 200.00$ 0.00 -$ 48 TRAFFIC CONTROL LUMP SUM 1 $2,550.00 2,550.00$ 1 2,550.00$ 1.0 2,550.00$ 0.00 -$ 49 INSTALL SIGN TYPE C AND POST EACH 9 $400.00 3,600.00$ 9 3,600.00$ 0.0 -$ 9.00 3,600.00$ 50 SIGN PANELS TYPE C SQ FT 36 $30.00 1,080.00$ 36 1,080.00$ 0.0 -$ 36.00 1,080.00$ 51 INSTALL TELSPAR POST EACH 2 $250.00 500.00$ 2 500.00$ 0.0 -$ 2.00 500.00$ 52 INSTALL SALVAGED SIGN EACH 2 $250.00 500.00$ 2 500.00$ 0.0 -$ 2.00 500.00$ 53 INSTALL SALVAGED SIGN ON TELSPAR POST EACH 2 $300.00 600.00$ 2 600.00$ 0.0 -$ 2.00 600.00$ 54 CONCRETE DRAINAGE FLUME LIN FT 20 $30.30 606.00$ 20 606.00$ 20.0 606.00$ 0.00 -$ Pay Request #3 County Road 116 and Hunters Ridge Turn Lane Improvements 193807336 10/9/2025 City of Corcoran COMPLETED TO DATE PAY REQUEST #3 October 2025 BASE BID: Less Previous Payments 326 55 CONCRETE CURB AND GUTTER DESIGN B424 LIN FT 433 $26.35 11,409.55$ 591 15,572.85$ 591.0 15,572.85$ 0.00 -$ 56 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 68 $50.30 3,420.40$ 68 3,420.40$ 68.0 3,420.40$ 0.00 -$ 57 CONCRETE CURB AND GUTTER DESIGN SURMOUNTABLE LIN FT 283 $24.25 6,862.75$ 280 6,790.00$ 280.0 6,790.00$ 0.00 -$ 58 CONCRETE CURB AND GUTTER DESIGN RIBBON LIN FT 88 $38.65 3,401.20$ 87 3,362.55$ 87.0 3,362.55$ 0.00 -$ 59 6" CONCRETE WALK SQ FT 365 $15.55 5,675.75$ 434.5 6,756.48$ 434.5 6,756.48$ 0.00 -$ 60 TRUNCATED DOMES SQ FT 42 $50.50 2,121.00$ 44 2,222.00$ 44.0 2,222.00$ 0.00 -$ 61 RANDOM RIP RAP CLASS III (GRANITE) TON 18 $105.00 1,890.00$ 18 1,890.00$ 18.0 1,890.00$ 0.00 -$ 62 STABILIZED CONSTRUCTION EXIT - MAINTAINED LUMP SUM 1 $1,500.00 1,500.00$ 1 1,500.00$ 1.0 1,500.00$ 0.00 -$ 63 STORM DRAIN INLET PROTECTION - MAINTAINED EACH 3 $400.00 1,200.00$ 0 -$ 0.0 -$ 0.00 -$ 64 CULVERT PROTECTION - MAINTAINED EACH 10 $550.00 5,500.00$ 5 2,750.00$ 5.0 2,750.00$ 0.00 -$ 65 SILT FENCE, TYPE MS - MAINTAINED LIN FT 1,626 $2.30 3,739.80$ 2170 4,991.00$ 2,170.0 4,991.00$ 0.00 -$ 66 SEDIMENT CONTROL LOG TYPE STRAW - MAINTAINTED LIN FT 1,899 $2.35 4,462.65$ 0 -$ 0.0 -$ 0.00 -$ 67 ROLLED EROSION PREVENTION CATEGORY 25 - NATURAL SQ YD 6,290 $1.65 10,378.50$ 5475 9,033.75$ 0.0 -$ 5475.00 9,033.75$ 68 HYDRAULIC STABLIZED MATRIX POUND 220 $2.30 506.00$ 0 -$ 0.0 -$ 0.00 -$ 69 SEED MIXTURE 25-141 POUND 100 $4.10 410.00$ 96 393.60$ 0.0 -$ 96.00 393.60$ 70 SEED MIXTURE 25-131 POUND 11 $18.50 203.50$ 0 -$ 0.0 -$ 0.00 -$ 71 REPAIR EXISTING IRRIGATION SYSTEM LUMP SUM 1 $1,300.00 1,300.00$ 1 1,300.00$ 1.0 1,300.00$ 0.00 -$ 72 6" SOLID LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 5,176 $0.82 4,244.32$ 4047 3,318.54$ 0.0 -$ 4047.00 3,318.54$ 73 24" SOLID LINE (YELLOW) PREFORM THERMO GROUND IN LIN FT 266 $19.90 5,293.40$ 180 3,582.00$ 0.0 -$ 180.00 3,582.00$ 74 24" SOLID LINE (WHITE) PREFORM THERMO GROUND IN LIN FT 27 $19.90 537.30$ 71 1,412.90$ 0.0 -$ 71.00 1,412.90$ 75 6" DOTTED LINE (WHITE) MULTI-COMPONENT GROUND IN LIN FT 348 $0.82 285.36$ 328 268.96$ 0.0 -$ 328.00 268.96$ 76 4" DOUBLE SOLID LINE (YELLOW) MULTI-COMPONENT GROUND IN LIN FT 4,047 $1.35 5,463.45$ 3993 5,390.55$ 0.0 -$ 3993.00 5,390.55$ 77 PAVEMENT MESSAGE (WHITE) (LT ARROW) PREF THERM GR IN EACH 5 $307.00 1,535.00$ 5 1,535.00$ 0.0 -$ 5.00 1,535.00$ 78 PAVEMENT MESSAGE (WHITE) (RT ARROW) PREF THERM GR IN EACH 5 $307.00 1,535.00$ 5 1,535.00$ 0.0 -$ 5.00 1,535.00$ TOTAL BASE BID: 622,966.93$ 571,874.14$ 442,766.37$ 129,107.77$ TOTAL ORIGINAL CONTRACT: 622,966.93$ 571,874.14$ 442,766.37$ 129,107.77$ LINE NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL PRICE QUANTITY COST QUANTITY COST QUANTITY COST CO1.1 12" x 12" PLASTIC CATCH BASIN EA 1 $350.00 350.00$ 1 350.00$ 0.0 -$ 1.00 350.00$ CO1.2 CONNECT TO EXISTING DRAIN TILE EA 1 $525.00 525.00$ 1 525.00$ 0.0 -$ 1.00 525.00$ CO1.3 4" PERFORATED DRAIN TILE WITH ROCK LF 510 $25.30 12,903.00$ 510 12,903.00$ 0.0 -$ 510.00 12,903.00$ TOTALCHANGE ORDER #1 13,778.00$ 13,778.00$ -$ 13,778.00$ TOTAL REVISED CONTRACT: 636,744.93$ 585,652.14$ 442,766.37$ 142,885.77$ ORIGINAL CONTRACT AWARD AMOUNT 622,966.93$ TOTAL CHANGE ORDER 13,778.00$ TOTAL REVISED CONTRACT 636,744.93$ 420,628.05$ 153,311.05$ TOTAL CURRENT PAY REQUEST COMPLETE TO DATE PAY REQUEST #3 (RETAINAGE REDUCED T0 2%) 585,652.14$ 11,713.04$ 573,939.10$ 442,766.37$ 22,138.32$ CHANGE ORDER #1 SUBTOTAL CURRENT RETAINAGE (2%) LESS PREVIOUS PAYMENTS CONTRACT SUMMARY PAY REQUEST #3 October 2025COMPLETED TO DATE Less Previous Payments 327 SECTION 00 62 76 APPLICATION FOR PAYMENT FORM OWNER: PROJECT: CONTRACTOR: 3 Original Contract Amount: Contract Changes approved to Date (List Change Order Numbers):CO #1 Revised Contract Price : Work Completed to Date (attached): Retainage to Date, 2%: Work Completed to Date Less Retainage to Date: Total Amount Previously Certified: Payment Request This Estimate: CONTRACTOR Application for Payment Form Project No. 193807336 00 62 76-1 City of Corcoran S R Weidema, Incorporated 11,713.04$ 573,939.10$ Coutny Road 116 and Hunters Ridge Turn Lane Improvements PAY ESTIMATE NO. I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid. 622,966.93$ 13,778.00$ 636,744.93$ 585,652.14$ 420,628.05$ 153,311.05$ 328 and S R Weidema, Incorporated (CONTRACTOR) and all authorized changes therto: By Title Approval: (CONTRACTOR)Date Date Application for Payment Form Project No. 193807336 00 62 76-2 CERTIFICATE OF CONTRACTOR I hereby certify that the work and the materials supplied to date, as shown on the request for payment, represents the actual value of accomplishment under the terms of the contract dated betweeen the City of Corcoran (OWNER) STANTEC CONSULTING SERVICES, INC. END OF SECTION 329 STAFF REPORT Agenda Item: 6.o Council Meeting: October 23, 2025 Prepared By: Deb Johnson, City Clerk Topic: Recycling Contract - Republic Services Action Required: Approval Summary On August 28, 2025, the City Council reviewed the results of the Recycling RFP and awarded the contract to Republic Services. Staff was directed to negotiate a contract with Republic Services for the period of January 1, 2026, through December 31, 2030. The contract has been reviewed by the City Attorney and agreed upon by the Contractor's Legal Team. Staff is requesting that Council review and approve the attached contract and direct staff to execute the contract with Republic Services (Randy's Sanitation). Recommendation Approve the contract with Republic Services for the contract term January 1, 2026 - December 31, 2030 and direct staff to execute the contract. Council Action Approve the contract with Republic Services for the contract term January 1, 2026 - December 31, 2030 and direct staff to execute the contract. Attachments 1. Contract for Residential Recycling Services 2026-2030.pdf 330 1 City of Corcoran HENNEPIN COUNTY, MINNESOTA CONTRACT FOR RESIDENTIAL RECYCLING SERVICES This Contract for Residential Recycling Services (this “Contract:) is made as of the First Day of January, 2026 and is by and between The City of Corcoran, a Minnesota municipal corporation, (the “City”) and Randy’s Sanitation, LLC (“Contractor”), with an office at 4351 U.S. Hwy 12 SE, Delano, MN 55328 The City and Contractor agree as follows: SECTION 1. PURPOSE The purpose of this Contract is to establish a recycling project for the collection of recyclable materials from residents of the City. Does not include Unacceptable Waste as described in Section 2. SECTION 2. DEFINITIONS Recyclable Material – All materials that are separated from mixed municipal solid waste by the generator for the purpose of recycling and include all items approved by the City Council to be part of the recycling program including, with limitation, uncontaminated non-hazardous corrugated cardboard, white paper, newsprint and other paper; plastics. Unacceptable Waste – (1) Hazardous Waste: (2) radioactive, volatile, corrosive, highly flammable, explosive, biomedical, infectious, biohazardous, or tox waste as defined by Applicable Law. SECTION 3. SERVICES TO BE PERFORMED A. Bi-Weekly with alternating week schedule is agreed between Contractor and the City of Corcoran. The Contractor shall collect recyclable materials for collection from residents, commencing on January 1, 2026 and continuing as agreed upon for every month during the term of this Contract. B. The Contractor shall not be required to make regular collections on State of Minnesota holidays; provided, however, that collection shall occur on the routes reasonable in advance thereof or thereafter so that the monthly schedule shall be completed regardless of a holiday. The Contractor shall be responsible for communicating to residents any schedule changes due to State of Minnesota legal holidays. SECTION 4. TERM OF CONTRACT A. The term of this Contract shall be January 1, 2026 through December 31, 2030. B. The Contract may be re-bid or re-quoted at the end of the contract. SECTION 5. PREPARATION FOR COLLECTION A. All occupants of residential properties in the City who participate in the recycling project will be directed to separate and store recyclable materials in containers provided by the Contractor. The Contractor shall maintain sufficient cart inventory of various sized to meet supply and demand needs for the entire term of this Contract. The container size shall be approximately 95 gallons or greater as proposed by the Contractor. The containers shall be consistent and uniform in color and design and have a recycling symbol and be easily identified by the resident/customer and Contractor’s employees as the container for materials collection. Other container labeling requirements will be implemented as needed if required by County Grant Agreements. Additional containers will be provided at no extra charge to residents who request them. B. Participants shall be advised that containers in which recyclable materials have been stored shall be placed upon the boulevard area of the street in front of the homeowner’s residence for collection. Containers shall be placed for collection by 6:00am on the scheduled day of collection. The City shall communicate to the residents/customer specific sorting and setout requirements; however, the City and Contractor may collaborate on additional communications to implement collection protocols proposed by Contractor and approved by the City. The drivers of Contractor’s collection vehicles shall record and report to the Contractor the location of any container that is damaged and the container shall be repaired or replaced by the contractor within one week of the report of damage or destruction. 331 2 C. All recyclable materials placed for collection shall be owned by and the responsibility of the occupants of each residential property until said materials are handled by the Contractor. Upon handling of the containers and recyclable materials by the Contractor, the recyclable materials become the property and responsibility of the Contractor. The Contractor shall have no obligation to collect Unacceptable Waste. SECTION 6. CONTRACTOR’S EQUIPMENT A. All vehicles used by Contractor in picking up the recyclable materials from residential properties shall be painted and marked uniformly and shall be identified on both sides of the cab. Broom and shovel in good usable conditions shall be placed and maintained on each truck. B. Contractor shall make all collections of recyclable materials in vehicles with closed tops on the load portion of the trucks so that contents will not spill, blow out or leak there from. All Contractor’s receptacles and vehicles shall be kept clean and as free from offensive odors as possible and shall not be allowed to stand in any street or other place longer than is reasonably necessary to collect recyclable materials. C. Contractor shall keep all equipment used in the performance of the work required by this contract in good operating condition and in a clean, sanitary condition and shall thoroughly wash each vehicle at least twice each month or before each collection unless the same has not been used since the las washing thereof. All of the Contractor’s equipment is subject to periodic inspection by the City. D. All collection vehicles used in the performance of the contract shall be duly licensed and inspected by the State of Minnesota and shall operate within the weight allowed by Minnesota Statutes. Each collection vehicle shall be equipped with the following: 1. Two-way communications device. 2. First aid kit. 3. An approved 2A10BC Dry Chemical Fire Extinguisher. 4. Warning flashers. 5. Warning alarms to indicate movement in reverse. 6. Signs on the rear of the vehicle which states “This Vehicle Makes Frequent Stops”. 7. Clear identification of Contractor’s name and telephone number on both sides of the vehicle. SECTION 7. PERSONNEL REQUIREMENTS Contractor shall retain sufficient personnel and equipment to fulfill the requirements and specifications of the services described in this Contract. Contractor will provide a Route Supervisor to oversee the recycling route drivers servicing the City. The Route Supervisor and all collection vehicles must be equipped with two-way communication devices. Additionally, Contractor shall provide a fully staffed customer service department that is available to take all customer calls from 8:00 a.m. to 5:00 p.m. and an email address that can be used to send notifications 24 hours a day. City staff will have the direct cell phone information for our municipal sales team will be available anytime should immediate service needs arise. Contractor’s personnel will be trained both in program operations and in customer service and ensure that all personnel maintain a positive attitude with the public and in the workplace and shall: a) Always conduct themselves in a courteous manner and refrain from abusive or foul language. b) Perform their duties in accordance will all existing laws, ordinances and future amendments thereto of the Federal, State of Minnesota, and local governing boards. c) Be clean and presentable in appearance, as so far as possible. d) Wear a uniform and employee identification badge or name tag. e) Drive in a safe and considerate manner. f) Manage containers in a careful manner, by picking them up, emptying their contents into the collection vehicle, and placing – not throwing or sliding – the container back in its curbside location to avoid spillage and littering or damage the container. g) Monitor for any spillage and be responsible for cleaning up any litter or breakage. h) Avoid damage to property. i) Not perform their duties or operate vehicles while consuming alcohol or illegally using controlled substances or while under the influence of alcohol and/or such substances. j) Be in possession of a valid MN CDL if an individual’s duties include driving a commercial vehicle. 332 3 SECTION 8. CONTRACTOR’S OPERATIONS A. Contractor shall ensure that all residents receiving single-stream collection service will be collected at least once every two weeks on a consistent day of the week, as approved by the City. Collection shall commence no earlier than 7:00 a.m. and be completed no later than 6:00 p.m. CST on the scheduled day of collection. B. Contractor shall establish and maintain an office staff capable of accepting customer calls and complaints during the hours of 8:00 a.m. and 5:00 p.m. CST. Any changes to the address and telephone number of the office shall be given to the City in writing at least ten working days prior to such a change. The address of the office as of the execution of this contract is 4351 U.S. Hwy. 12 SE PO Box 169, Delano, MN 55328. The telephone number is 763-972-3335. C. Complaints on service will be taken and collected by the City in addition to those received at the Contractor's office. The City will notify the Contractor of all complaints it received. Contractor is responsible for all corrective actions. A record of such complaints and the action taken thereon shall be kept by the Contractor and provided to the City upon request. All complaints shall be answered by the Contractor courteously and promptly. D. Whenever the City or a resident notifies the Contractor that they have not received scheduled service, the Contractor is required to service such locations before 7:00 p.m. the same day if the notification is received by noon. When notified after noon, the Contractor shall service such locations no later than 12:00 p.m. on the following day. E. Except for municipal facilities, all recyclable material collection services shall occur at the curbside. Contractor’s employees shall handle all containers with reasonable care to avoid damage, shall replace all containers in an upright position and shall immediately clean up and dispose of any recyclable materials which may have fallen out of a container. F. The performance of the contract shall be done by Contractor with staff which are adequate to always insure the satisfactory collection and disposal of the recyclable materials. Contractor’s failure to perform may be temporarily excused by extreme adverse conditions of weather, breakdown, and similar hindrances which are outside of the Contractor’s control and not attributable to the Contractor’s negligence or failure to adequately plan, staff, or maintain equipment (such hindrances those of “Force Majeure” herein). In the event of the occurrence of a qualifying incident of Force Majeure, collections may be reasonably postponed. Upon postponement, collection shall be made a day agreed upon between the Contractor and the City. G. Contractor shall certify that the materials collected are delivered to a recycling processing center. Materials found to be land filed will be in violation of this Contract and cause the City to consider termination of this Contract. H. If the Contractor determines that a resident has set out unacceptable or non-targeted recyclable materials, Contractor’s employees shall follow the procedures below: 1. Driver Education Tag. Contractor shall leave a non-targeted materials in the resident’s curbside recycling bin and leave a City-approved “education tag” indicating acceptable materials and the proper method of preparation. 2. Recording Address with Unacceptable Materials. Contractor shall record the address on forms acceptable to the City and report the address to the City according to section 11 and as needed to comply with County Grant agreements. I. Contractor will keep accurate records consisting of an approved weight slip or electronic equivalent with the date, time, collection route, driver’s identification, vehicle number, tare weight, gross weight, net weight, and number of recycling stops for each loaded vehicle. Collection vehicles will be weighed quarterly to obtain tare weight. Paper or electronic versions of the weight ticket shall be maintained on file by Contractor for at least three years in the event of an audit by the City. J. Contractor’s employees may not collect or scavenge through recycling in any manner that interferes with the contracted recycling services. Contractor shall report to the City any instances of suspected scavenging or unauthorized removal of recyclable materials from any collection containers. K. Contractor shall be obligated to protect all public and private utilities whether occupying the street or public or private property. If such utilities are damaged by reason of the Contractor’s operations, under the executed contract, Contractor shall repair or replace same, or failing to do so promptly, the City shall cause repairs or 333 4 replacement to be made and the cost of doing so shall be deducted from payment to be made to Contractor, invoiced to Contractor, or collected from Contractor’s posted surety. L. Contractor shall take all necessary precautions to protect public and private property. Except for reasonable wear and tear, Contractor shall repair or replace any private or public property, including but not limited to sod, mailboxes, or recycling bins, which are damaged by the Contractor. Such property damage shall be addressed for repair or replacement, at no charge to the property owner, within fourty-eight (48) hours with property of the same or equivalent value at the time of the damage. If Contractor fails to address the repair or replacement of damaged property within fourty-eight (48) hours, the City may, but shall not be obligated to, repair or replace such damaged property, and the Contractor shall fully reimburse the City for any of its reasonable incurred expenses. Contractor shall reimburse the City for any expenses within ten (10) days of receipt of the City’s invoice. Contractor’s failure to timely reimburse the City shall permit the City to deduct such costs owed from payment to be made to the Contractor, collect from Contractor’s posted surety, or collect via any other available means at law in or equity. M. Contractor will provide free recycling service, at least every other week at the City’s municipal building, 8200 County Road 116; primary Public Works facility, 9000 County Road 19, secondary Public Works facility, 9525 Cain Road; and City Park, 20200 County Road 50 (seasonal use including Country Daze festival). In general, Contractor will provide carts or other mutually agreed upon containers to facilitate that service. The carts shall be labeled by the Contractor with appropriate stickers to identify the acceptable recyclable commodities. N. Contractor shall conduct its own promotions and public education to increase participation and improve compliance with City-specified resident preparation instructions. At a minimum, this shall include distribution of resident education tags to be left by curbside collection crews if any non-targeting material is rejected or left at the curb. Contractor shall submit a draft of any public education literature for approval by the City, at least one (1) month before printing and distribution of any such literature. O. In the event that the market for a particular recyclable material ceases to exist or becomes economically depressed that it becomes economically unfeasible to continue collection, processing and marketing of that material, Contractor shall give written notice to the City. The notice shall include information justifying the conclusion that the market is economically unfeasible. At such conclusion, the City and Contractor will both agree in writing that it is no longer appropriate to collect such item before collection ceases. Contractor shall pay the costs of all disposal of any items collected that is deemed not recyclable by Contractor and the City due to lack of adequate market demand. The City and Contractor shall specify a date in the said written agreement to cease collection of the recyclable material in question. Contractor shall at all times be under a duty to minimize recyclable materials ending up in landfill or incineration. If such disposal becomes necessary, Contractor shall dispose of the materials at a facility specified in writing by the City or an alternative agreed upon by the City and Contractor. P. It is intended that all recyclable materials collected by Contractor will go to recycling markets to be manufactured into recycled content products. Contractor shall assure the City that adequate recyclable material processing capacity will be provided for materials collected. Contractor must clearly specify the location(s) of its recyclable materials processing facility (or subcontractor’s facility) where material collected from the City will be delivered and/or processed. Contractor shall provide written notice to the City at least 60 days in advance of any substantial change in these or subsequent plans for receiving and processing recyclable materials from the City. Upon collection, the Contractor shall deliver the designated recyclable materials to a recyclable material processing center, an end market for sale or reuse, or to an intermediate collection center for later delivery to a processing center or end market. It is unlawful for any person to transport for disposal or to dispose of designated recyclable materials in a mixed municipal solid waste disposal facility. Contractor shall further assure that all recyclable materials collected in the City are not landfilled, composted or incinerated except for process residuals. Subject to subsection (O), Contractor shall endeavor to dispose of no more than 7% of material (by weight) as process residuals as part of recyclable materials processing operations and shall always maintain compliance with applicable law. Subject to subsection (O), no recyclable materials will be deliberately or negligently landfilled, composted or incinerated by Contractor without written authorization from the City and the Minnesota Pollution Control Agency/Office of Environmental Assistance. 334 5 SECTION 9. COMPENSATION The City accepts the Contractor rate of $5.42 per household per month for the collection of recyclable materials from all City residents. The rate will increase 4% in years, two, three, four and five. Contractor will provide on-site Document Destruction services to the City owned buildings at no charge. The Contractor will provide recycling services at City owned buildings and parks at no charge to the City. The Contractor agrees to offer residential recycling services to Maple Hill Estates on substantially similar terms and at the same or more favorable rate as that provided to the City. The Contractor will negotiate independently with Maple Hill Estates as the recycle hauler and such services will not be billed to or by the City. The Contractor shall supply the City with a copy of the contract between Contractor and Maple Hills Estates, if any. SECTION 10. BILLING RESIDENT USERS Contractor shall be responsible for billing the residents directly for recycling services on a quarterly basis. The amount to be billed to residents will be set by the Corcoran City Council. All costs billed to the owner of the benefitted property and not paid shall be documented by the Contractor and reported to the City. The City will specially assess unpaid costs annually on the applicable properties. The special assessment shall be done in accordance with the procedures outlined in Minn. Stat §429 and/or Minn. Stat §443. SECTION 11. FILING OF REPORTS Contractor shall submit a quarterly (or more often, if required by the City) summary report of recycling tonnages. Additionally, Contractor shall include in such reports: • Number of curbside recycling “stops” (i.e., number of households with recyclables set out at the curb) per collection (i.e. weekly or bi-weekly stop count); • Gross amounts of materials collected, by recyclable material; • Net amounts of materials marketed, by recyclable material; • Amounts stored, by recyclable material, with any notes as to unusual conditions; • Composition of process residuals disposed. Contractor shall also provide quarterly (or more often, if required by the City) reports to the City detailing the following: • A list of all customer complaints, including a description of how each complaint was resolved. • A list of all addresses where education tags were left for residents and why the tags were left. • A list of all missed pick-ups reported to the Contractor. SECTION 12. ACCESS TO RECORDS Contractor shall permit the City to review its books, documents, papers, and records which are directly related to the performance of this Contract for the purpose of making an audit, and other examinations deemed necessary by the City. SECTION 13. INSURANCE Prior to commencement of this Contract, the Contractor shall furnish the City a Certificate of Insurance, approved by the City Attorney, showing that such insurance is in force. All blanket-form endorsements shall apply to both “bodily injury or death” and “property damage” coverage. 1. General Liability. Contractor agrees to maintain Commercial General Liability insurance in a minimum amount of $2,000,000 per occurrence; $4,000,000 annual aggregate. The policy shall cover liability arising from premises, operations, products-completed operations, limited pollution liability, personal injury, advertising injury, and contractually assumed liability. 2. Automobile Liability. Contractor shall maintain Business Automobile Liability Insurance, including owned, hired, and non-owned automobiles, with a minimum combined single liability of $2,000,000 per occurrence. 3. Workers’ Compensation. The Contractor agrees to provide Workers’ Compensation insurance for all its employees in accordance with the statutory requirements of the State of Minnesota. The Contractor shall also carry Employers’ Liability Coverage with minimum limits as follows: • $500,000 – Bodily Injury by Disease per employee 335 6 • $500,000 – Bodily Injury by Disease aggregate • $500,000 – Bodily Injury by Accident The insurance requirements may be met through any combination of primary and umbrella/excess insurance. The Contractor shall have a valid Hennepin County Recycling License and meet all county and state requirements for recycling. No policy shall contain any provisions for exclusions from liability other than provisions for exclusion from liability forming part of the standard basic un-amended and un-endorsed form of policy, except that no exclusion will be permitted in any event if it conflicts with a coverage expressly required on this contract, and in addition, no policy shall contain any exclusion from bodily injury to, or sickness, disease or death of any coverage under the contractual liability provision of the Contractor’s general liability policy under this Contract. Compliance by the Contractor with the fore-going requirements to carry insurance and furnish certificates shall not relieve the Contractor from liability assumed under any provisions of this Contract. The City, including its elected and appointed officials, employees, and agents, shall be named as Additional Insured via a blanket-form endorsement on all policies except workers compensation and shall be listed on Page 2 of the Certificate. The polices reference within the Certificate shall be primary and non-contributory as to any other valid and collectible insurance available to the City with respect to any claim arising out of Contractor’s performance pursuant to this Contract. The Certificate shall be supplemented with blanket-form endorsements providing that all policies, except workers’ compensation, may not be cancelled, non-renewed, or materially altered without 30 days’ written notice to the City, or 10 days’ written notice for non-payment of premium. Contractor shall be responsible for providing the above language to its insurer. SECTION 14. IDEMNIFICATION Contractor shall indemnify and hold harmless the City and its officers, agents and employees from and against all claims, damages, losses or expenses, including reasonable attorneys’ fees, for which it may be held liable, to the extent directly or indirectly caused by the negligent acts of omissions of or the willful misconduct of the Contractor, its employees, agents or subcontractors. Contractor’s indemnification obligations shall apply to Contractor’s subcontractor(s) or anyone directly or indirectly employed or hired by the Contractor, or anyone for whose acts Contractor may be liable. The Contractor agrees that this indemnification obligation shall survive the completions, expiration, or termination of this Contract. SECTION 15. PERFORMANCE AND PAYMENT BOND Contractor shall execute and deliver to the City a Performance and Payment Bond with the corporate surety in the sum of $25,000 or equal (equal may include a Letter of Credit form a banking institute approved by the City). This contract shall not become effective until such a bond, in a form acceptable to the City, has been delivered to the City and approved by the City Attorney. This Contract shall be subject to termination by the City at any time if said bond hall be cancelled or the surety thereon relieved from liability for any reason. The term of such performance bond shall be for the life of this Contract. Extensions or renewals shall require the execution and delivery of a performance bond in the above amount to cover the period of extension or renewal. SECTION 16. TERMINATION The City shall have the right to terminate this Contract prior to the expiration of its term if in the City’s opinion, there has been a breach of its terms by the Contractor; provide however, the City shall first provide Contractor with written notice of the alleged breach and a reasonable opportunity to cure such breach. Upon provision of such notice of breach and a reasonable opportunity to cure, the City may thereafter immediate, and without further obligation to Contractor, terminate this Contract. SECTION 17. PENALTIES AND DAMAGES A. Failure by the Contractor to perform under this Contract, may result in its termination and/or claims by the City for damages. 336 7 B. In the event of a breach of his Contract, or proven negligence by the Contractor, the Contractor agrees to pay, in addition to the actual damage sustained by the City as a result thereof, the reasonable attorneys’ fees incurred by the City in pursuing any of its rights under this Contract. SECTION 18. ADMINISTRATIVE PENALTIES In addition to any other remedies available to the City, the City may withhold and retain payment from the Contractor or collect from the bond (or substitute security) posted by the Contactor pursuant to the terms of this Contract, in the amounts specified below as a Administrative Penalties for failure of the Contractor to fulfill its obligations herein. The following acts or omissions shall be considered a breach of contract and shall entitle the City to collect the corresponding Administrative Penalty amount: a) Failure to respond to legitimate service complaints within 24 hours in a reasonable and professional manner - $50 per incident. b) Failure to collect property notified missed collections - $250 per incident. c) Failure to provide quarterly and annual reports - $100 per incident. d) Failure to complete the collections within the specified timeframes - $100 per incident. e) Failure to clean up spills during collection operations - $250 per incident. f) Failure to report changes in location of recyclable materials processing operation - $250 per incident. Contractor shall be liable for Administrative Penalty amount(s) upon determination of the City that performance has occurred that is not consistent with the provisions of the contract. The City shall notify Contractor in writing or electronically of each act or omission discovered by the City. It shall be the duty of Contractor to take whatever steps or action may be necessary to remedy the cause of the complaint. Nothing in this section shall limit the City's right to terminate the contract with Contractor or exercise any other rights contained herein or within the contract. The City may deduct the full amount of any damages from any payment due to the Contractor or invoice Contractor separately. The remedy available to the City under this paragraph shall be in addition to all other remedies which the City may have in law or at equity. Exceptions: For the purposes of this Contract, Contractor shall not be deemed to be liable for penalties where its inability to perform recycling collection service is the result of an event of Force Majeure, as herein defined. Contractor may appeal any assessment of Administrative Penalties by providing written notice of the appeal to the City within 7 days' of receipt of such assessment. Failure to timely appeal such assessment shall waive any such appeal right. In the event of such an appeal, Contractor shall set forth the reasons for its dispute of the assessment and such appeal shall be either reviewed by the City Council or by a duly appointed hearing officer, designated by the City to perform such review. The decision of the City Council or appointed hearing officer as to the imposition of the Administrative Penalties shall be final. SECTION 19. SUCESSORS AND ASSIGNS Contractor binds itself, its successors, executors, administrators and assigns to the City in respect to all covenants of this Contract, except that the Contractor shall not assign or transfer any parts of its interest in this Contract nor shall the Contractor assign any monies due, or to become due, without the City’s written consent. SECTION 20. AMENDMENT, MODIFICATION OR WAIVER No amendment, modification, or waiver of any condition, provision, or term of this Contract shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by its duly authorized representative, and specifying with particularity the extent and nature of such amendment, modification, or waiver. Any waiver by any party of any default of another party shall not affect or impair any right arising from any subsequent default. 337 8 SECTION 21. SEVERABLE PROVISION Each provision, section, sentence, clause, phrase, and work of this Contract is intended to be severable. If any provision, section, sentence, clause, phrase, or word hereof is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of this Contract. SECTION 22. ENTIRE CONTRACT This Contract contains the entire understanding of the parties hereto with respect to the transactions contemplated hereby and supersedes all prior agreements and understanding between the parties with respect to such subject matter. No representations, warranties, undertakings, or promises, whether oral, implied, written, or otherwise, have been made by either party hereto the other unless expressly stated in this Contract or unless mutually agreed to in writing between the parties hereto after the date representations, agreements, or understandings not expressly set forth herein. SECTION 23. CAPTIONS, HEADINGS OR TITLES All captions, headings or titles in the paragraphs or sections of this Contract are inserted for convenience or reference only and shall not constitute a part of this contract as limitation of the scope of the particular paragraphs or sections to which they apply. SECTION 24. EQUAL OPPORTUNITY During the performance of the executed contract, Contractor, in compliance with Executive Order 11246, as amended by Executive Order 11375 and the Department of Labor Regulations 41CFR, Part 60, shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. Contractor shall take affirmative action to ensure that all applicants for employment are qualified, and that the employees are treated during employment, without regard to their race, color, religion, sex, age, disability, national origin or genetic information. Such prohibition against discrimination shall include, but not limited to, the following: employment upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training, including apprenticeship. In the event of noncompliance with the non-discrimination clauses of this Contract, this Contract may be cancelled, terminated, or suspended, in whole or part, in addition to other remedies as provided by law. SECTION 25. COMPLIANCE WITH APPLICABLE LAW, INTERPRETATION In providing services hereunder, Contractor shall abide by all statutes, ordinances, rules, and regulations pertaining to the provision of services to be provided hereunder. Any violation shall constitute a material breach of this Contract. The laws of the State of Minnesota shall govern all interpretations of this contract, and the appropriate venue and jurisdiction for any litigation which may arise hereunder will be in those courts located within the County of Hennepin, State of Minnesota, regardless of the place of business, residence or incorporation of Contractor. SECTION 26. RETENTION OF RECORDS, MINNESOTA GOVERNMENT DATA PRACTICES ACT Contractor shall retain all records pertinent to expenditures incurred under this Contract for a period of three years after the resolution of all audit findings. Records for non-expendable property acquired with funds under this Contract shall be retained for three years after final disposition of such property. Contractor agrees to comply with the Minnesota Government Data Practices Act and all other applicable state and federal laws relating to data privacy or confidentiality, and to cooperate with the City in meeting its obligations under the same. Contractor must immediately report to the City any requests from third parties for information relating to the Contract. The City agrees to promptly respond to inquiries form Contractor concerning data requests. Contractor agrees to hold the City, its officer, and employees harmless from any claims resulting from Contractor’s unlawful disclosure or use of data protected under state and federal laws. 338 9 SECTION 27. INDEPENDENT CONTRACTOR Nothing contained in this Contract is intended to, or shall be construed in any manner, as creating or establishing the relationship of employer/employee between parties. Contractor shall at all times remain an independent contractor with respect to the services to be performed under this Contract. Any and all employees of Contractor or other persons engaged in the performance of any work or services required by Contractor under this contract shall be considered employees or sub-contractors of the Contractor only and not of the City; and any and all claims that might arise, including Worker’s Compensation claims under the Worker’s Compensation Act of the Stat of Minnesota or any other state, on behalf of said employees or other persons while so engaged in any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of Contractor. SECTION 28. COUNTERPARTS This Contract may be executed in any number of identical counterparts. If so executed, each of such counterparts shall be deemed an original for all purposes, and all such counterparts shall, collectively, constitute one instrument. For purposes of executing this Contract, facsimile or pdf of an electronically scanned signature shall be effective as originals. IN WITNESS WHEROF, the parties hereto have executed this contract the day and year first above written. This Contract shall be effective solely upon the signing of both the City of Corcoran and Contractor. CITY: CONTRACTOR: CITY OF CORCORAN Republic Services ______________________________________ By:____________________________________ Mayor Date Brandon Schuler, General Manager Date Attest:_________________________________ City Administrator Date 339 STAFF REPORT Agenda Item: 6.p Council Meeting: October 23, 2025 Prepared By: Jay Tobin, City Administrator Topic: Economic Development Strategic Plan Action Required: Discussion Summary Corcoran leadership is committed to addressing difficult issues now in order to avoid larger more difficult issues in the future (Corcoran Values Statement: "Responsible Decision Making"). Consequently, staff strives to seize opportunities identified as having potential strategic value, and this is one of those opportunities. The proposal being considered today comes from Maxfield Research & Consulting based on direction from Council at the August 14 Council Work Session on the topic of Economic Development in Corcoran. The need for that work session came from conversations following the April 24, 2025 Council Meeting at which Council provided direction regarding the Concept Plan brought forward by Continental Properties. Specifically, Council's expressed desire for concurrent commercial development to compliment Continental's residential development concept on this property guided "Mixed- Use" in Corcoran's 2040 Comprehensive Plan (Map 2-1 2040 Future Land Use). As part of Continental's efforts to better understand the commercial development market in the metro, they reached out to Mary Bujold of Maxfield Research. When staff met with Continental and Maxfield Research representatives to discuss information and share understanding, it became clear that the topic(s) at hand and the timing of their project/research could have strategic value for the city with implications on both the current work for the "Commercial/Industrial Update" informing present zoning discussions/decisions, and on upcoming work for the 2050 Comprehensive Plan regarding discussions/decisions about future land use. The proposal offers the City understanding and research necessary to a broaden the depth and breadth of current economic development data necessary to make current and future strategic decisions that align with city priorities. Staff recommends Council discuss the proposal, providing guidance and making a decision regarding Corcoran's strategy for economic development. Financial/Budget The project expense of $50,705.00 would be allocated to long-range planning fund, which is anticipated to be supplemented by an approximately $90,000.00 Met Council grant for the 2050 Comprehensive Plan. Recommendation Staff recommends Council discuss the proposal, providing guidance and making a decision regarding Corcoran's strategy for economic development. Council Action Staff recommends that Council review and discuss the proposal and make a decision. Attachments 1. Economic Development Strategic Plan Proposal.pdf 340 Prepared for: City of Corcoran Corcoran, MN September 2025 A Proposal to Prepare an Economic Development Strategic Plan for the City of Corcoran, Minnesota 901 Twelve Oaks Center Drive Suite 922 Wayzata, MN 55391 612.338.0012 www.maxfieldresearch.com 341 (main) 612-338-0012 (fax) 612-904-7979 901 Twelve Oaks Center Drive, Suite 922, Wayzata, MN 55391 www.maxfieldresearch.com September 16, 2025 Mr. Jay Tobin City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 SENT VIA EMAIL ONLY Mr. Tobin: Maxfield Research and Consulting is pleased to submit a proposal to prepare an Economic Development Strategic Plan for the City of Corcoran that will inform targeted initiatives and allocations of public and private financial and other resources to guide growth and development in the City over the next five years. Maxfield Research will assist the City to develop strategies and an implementation plan for eco- nomic development. The plan will examine real estate economic trends, community and regional de- mographics, current real estate market conditions and an analysis of community and business needs to guide and support various initiatives. The Economic Development Strategic Plan will provide a fiscal im- pact analysis in addition to specific recommendations regarding strategies and recommendations for al- location of internal and external resources for implementation of the Plan. We propose to also utilize some of the services of Prosser Advisors LLC (Mr. Jim Prosser), an independent consultant with exten- sive public finance and public administration background, especially in the areas of public finance strat- egy and fiscal impact analysis. The work program for the Economic Development Strategic Plan is outlined on the following pages. The total fee for staff time would be an estimated $xxxxxxxx.00, excluding all out-of-pocket expenses (i.e. travel costs, supplies, data purchases, etc.) and including electronic versions of the draft and final re- ports. Costs are presented for each major component of the work program. Maxfield Research and Consulting would be able to deliver a draft report of the economic development strategic plan within an estimated 120 days of formal authorization to proceed. Along with the proposal is a professional background of the firm along with resumes of staff that would be assigned to this project. We welcome the opportunity to work with the City on this assignment. If you have questions, please contact me at (612) 904-7977 or email at mbujold@maxfieldresearch.com. Sincerely, MAXFIELD RESEARCH AND CONSULTING Mary C. Bujold President Attachment 342 MAXFIELD RESEARCH AND CONSULTING September 16, 2025 Mr. Jay Tobin City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 CONTRACT/PROPOSAL FOR PROFESSIONAL SERVICES Maxfield Research and Consulting proposes to provide market research and consulting services to the City of Corcoran, Minnesota (the “Client”) to prepare an Economic Development Strate- gic Plan for the community. The work program will begin with a meeting of the City Council, the EDA and community stakeholders to obtain consensus on Plan goals and objectives. The Plan is intended to achieve buy-in from City leadership and community stakeholders and to pro- vide recommendations for the implementation of strategic initiatives, public and private part- nerships and the creation of a set of tools to aid the City and its partners in guiding develop- ment over the next five to ten years based on strategic priorities. The strategic plan will encompass the following: • Key Strategic Priorities emerging from the analysis and buy-in from stakeholder groups and the City. • Key Findings from the Fiscal Impact Analysis regarding priorities for implementation • Key Resources needed to proceed with implementation of the plan. • Key Tools for Implementation, which include local community resources, staffing re- sources, organization assistance, in addition to public and private monetary funding for different goals and objectives. DESCRIPTION AND BIOGRAPHY OF FIRM Maxfield Research and Consulting has 42 years of experience in assisting communities to deter- mine market conditions for planning and development efforts, providing demographic esti- mates and projections and analyzing county and municipal commercial and residential real es- tate needs. Our thorough knowledge of market trends in the real estate industry allows us to support our clients with valuable information that affects planning and development. We are local, regional and national with work completed in over 40 states. 343 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 2 MAXFIELD RESEARCH AND CONSULTING Maxfield Research and Consulting provides real estate market, economic and development analysis services in the areas of housing, office, retail, hospitality and industrial market sectors. Maxfield also has experience in organizing and conducting focus groups, preparing and adminis- tering on-line and mail surveys, holding public forums for large scale planning documents and organizing and making presentations to city councils, planning commissions and economic de- velopment authorities. A more detailed company overview is found in the Appendix. PARTNER FIRM Maxfield Research and Consulting will partner with Prosser Public Advisors LLC and Mr. Jim Prosser, principal, a seasoned professional in the areas of finance, planning and public admin- istration who will assist Maxfield with the Economic Development Plan and provide input and assessment regarding strategic direction and public financial to assist in the implementation of various components of the plan as well as assisting on the fiscal impact analysis. Mr. Prosser has more than 25 years of experience in municipal and regional government sectors. He has been a consultant in public finance in Minnesota and Illinois and most recently was the Execu- tive Director for the Centralina Council of Governments in the Charlotte North Carolina region where he served for ten years. Jim has extensive experience in facilitating and implementing strategic planning including the development of strategic and financial modeling directed at es- tablishing an evidence-based decision-making framework for elected officials. 344 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 3 MAXFIELD RESEARCH AND CONSULTING METHODOLOGY It is our understanding that the primary objective of this study is to complete an economic de- velopment strategic plan for the City of Corcoran and to help the City plan for sustainable and inclusive growth over the next five years. The Plan will provide a framework for the City to de- velop policies to encourage growth and development while considering its residents, stakehold- ers and decision-makers to enhance and improve the City’s attractiveness and amenities. The hallmark of Maxfield Research and Consulting’s approach to the analysis is a thoughtful, in- depth combination of primary and secondary inputs. Primary research includes surveys, stake- holder interviews and focus groups. Sec- ondary research includes data obtained from reliable published sources including the Census Bureau, ESRI (a national de- mographics firm), reliable property data- bases and economic development agen- cies, among others. Published secondary data is always reviewed carefully consid- ering other local factors revealed through primary research that may have an im- pact on the analysis. The result is a cus- tom report that provides the Client with information that is timely and locally per- tinent. 345 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 4 MAXFIELD RESEARCH AND CONSULTING WHY MAXFIELD RESEARCH? We Know the Region •Benefit: Our past experience in Corcoran, the Northwest Corridor and the Twin Cities Metro Area allows us to work efficiently Property Inventories •Benefit: Maxfield Research’s real estate database includes detailed information on commercial, residential and industrial properties across the Twin Cities Metro Area Experience Counts •Benefit: Committed team of senior-level leaders; the team members dedicated to this project have over 60 years of experience Local Knowledge -National Experience •Benefit: Our work is grounded in local issues/reality and we can integrate best practices from elsewhere Relationships •Benefit: We have deep relationships with the development community; we understand their barriers and opportunities, we know what they want, and they will talk to us Full-Service Real Estate Advisory Firm •Benefit: We understand the connection between all real estate types and we advise both public-and private-sector clients Partnerships •Benefit: Maxfield Research has strong partnerships with local, regional and national consultants and organizations to tap for cutting edge initiatives in economic development planning and strategies On the Ground Field Research •Benefit: Hands-on field work and interviews via telephone or in person combined with the analysis of Census and other market data to gain the most information possible. Proven Methodologies & Results Oriented •Benefit: Our process for analyzing and projecting residential and commercial demand has proven to be effective and we deliver action-oriented strategies 346 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 5 MAXFIELD RESEARCH AND CONSULTING KEY RESEARCH STAFF Mary Bujold, CRE, President of Maxfield Research and Consulting, will be principle-in-charge of the project and will act as the primary strategist and consultant for this assignment. Ms. Bujold has over 40 years of expe- rience in market research and is regarded as a market expert in the field of residential real estate. Ms. Bujold has been involved in numerous types of real estate studies during her career with Maxfield including Downtown redevelopment, commercial and industrial analyses, and fiscal impact analysis. Ms. Bujold would lead all community engagement pro- cesses for this assignment. Mr. Joe Hollman, Director of Research, would oversee and direct Maxfield staff working on the data gathering portions of this project. Mr. Hollman would also work closely with Ms. Bujold in preparing conclusions and recommendations and overseeing compilation of the report. Mr. Hollman has been the project leader on studies in Scott County including a full commercial and industrial analysis, retail, lodging and special com- mercial use studies. In addition, Mr. Hollman is currently directing the completion of housing needs analyses for Douglas County, Minnesota and Dodge County, Minnesota and will also oversee a Regional Housing Analysis for SE Minnesota. Mr. Max Perrault, GIS Technician/Associate, will be responsible for map- ping, compiling demographic and employment data and gathering base market information. Mr. Perrault has assisted on several specialty stud- ies including a commercial condominium analysis, and a wide variety of residential analyses including multifamily (market rate and affordable), for-sale residential and comprehensive housing needs analyses during his tenure with Maxfield Research and Consulting, including recent studies in the City of Braham, Minnesota and a regional analysis for Anoka County, Minnesota. Mr. Perrault is currently providing mapping services for mul- tiple market studies across the Upper Midwest and is working on a hous- ing needs analysis for Forest County, Wisconsin. 347 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 6 MAXFIELD RESEARCH AND CONSULTING Consultant’s Name: Maxfield Research and Consulting Year Established: 1983 Type of Ownership: LLC Federal ID Number: 41-1463801 Employees: 8 Primary Contact: Ms. Mary Bujold President Maxfield Research and Consulting 901 Twelve Oaks Center Drive, Suite 922 Wayzata, MN 55391 (612) 904-7977 email: mbujold@maxfieldresearch.com www.maxfieldresearch.com Prosser Public Advisors, LLC Jim Prosser currently consults with Public Sector clients through his firm, Prosser Public Advi- sors, LLC. His background includes both public and private sector experience including 35+ years in city and regional management in addition to serving as Director and Senior Financial Advisor at Ehlers & Associates, a major Midwest Independent Public Finance firm. He is a veteran city manager having served over 25 years in four Midwestern cities including Glen Ellyn, Illinois (1974-1979); Hazel Crest, Illinois (1979-1986); Richfield, Minnesota (1986- 1999) and Cedar Rapids, Iowa (2006-2009); and Executive Director for Central Carolina (Char- lotte) Regional Council of Governments (2009-2019). Maxfield Research & Consulting Team Members •Mary Bujold, President, 41 years experience •Joe Hollman, Director of Research, 28 years experience •Brian Smith, Senior Associate, 23 years experience •Rob Wilder, Senior Associate, 10 years experience •David Sajevic, Senior Associate, 15 years experience •Max Perrault, GIS Technician/Associate, 9 years experience •Jessica Van Voorhis, Associate, 10 years experience •Nathan Ross, Associate, 1 year experience 348 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 7 MAXFIELD RESEARCH AND CONSULTING Jim is a Credentialed Member (CM) of International City/County Managers Association (ICMA) Member of Lambda Alpha International, an honorary society for the advancement of land eco- nomics (retired) Urban Land Institute (retired) and Certified Independent Public Finance Advisor (CIPFA) (inactive) by the National Association of Independent Public Finance Advisors. 349 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 8 MAXFIELD RESEARCH AND CONSULTING SCOPE AND COST OF SERVICES – Economic Development Strategic Plan A. Strategic Purpose & Direction Setting 1. Meet with City Council, EDA, City staff and other community stakeholders to discuss and formalize project goals and objectives. This report will require some assistance from the stakeholders; data requests and other project assistance will be discussed during this time. The intent is to develop a shared vision among stakeholders for growth and development. The plan is intended to provide guidance but also to be somewhat flexible to respond to market forces. 2. Obtain and review information on pertinent past studies including but not limited to planning documents, policy documents, surveys, research reports and other infor- mation pertinent to the assignment. Review these documents and identify infor- mation that is relevant to the project; identify how conditions may have changed af- ter the report was completed. B. Economic Development and SOAR/NOISE Analysis 1. Conduct a SOAR/VRIO Analysis for the City of Corcoran, focusing on key develop- ment and redevelopment areas. SOAR (Strengths, Opportunities, Aspirations and Results) and NOISE (Needs, Opportunities, Improvements, Strengths and Excep- tions). The analysis is intended to focus on positive outcomes and capitalize on re- sources. 2. Assess the overall economic development climate in Corcoran for housing, commer- cial, industrial and other special segment real estate sectors. C. Baseline Assessment of Demographics and Economic Data 1. Present key demographic/economic statistics for Corcoran and competitive commu- nities in the vicinity. 2. Provide population, household and employment growth trends and projections to 2035. 3. Examine demographic/economic data on: a) Population age distribution b) Household incomes by age of householder c) Household tenure (owner/renter) d) Household type e) Diversity/ethnicity f) Labor force and resident employment trends g) Industry employment and wage trends h) Mobility trends i) Commuting trends 4. Discuss the implications of the demographic analysis on market conditions for various real estate sectors. 350 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 9 MAXFIELD RESEARCH AND CONSULTING D. Real Estate Market Trends 1. Analyze emerging market and industry trends relevant to Corcoran’s economic sectors (housing, commercial, industrial). Consider Corcoran’s future vision to create a “Downtown” or central business district. 2. Analyze data on current for-sale and rental market conditions in Corcoran and the surrounding area. 3. Analyze data on current market conditions for office space in Corcoran and the surrounding area. 4. Analyze data on current market conditions for retail space in Corcoran and the surrounding area. 5. Analyze data on current market conditions for industrial space in Corcoran and the surrounding area. 6. Identify vacant land by type of real estate to assess potential areas for short-term and long-term development. 7. Identify areas for redevelopment and how the redevelopment of these areas may impact the composition of various real estate segments in the community. 8. Identify pending developments and discuss the likely impact of these developments on future economic growth and fiscal impacts. 9. Interview real estate professionals to assess the potential opportunities and development challenges for various real estate sectors in Corcoran as compared to other locations in the Northwest Corridor of the Metro Area. E. Development Nodes Assessment 1. With the assistance of City staff, identify key development nodes in the City. 2. Inventory real estate uses at each node and identify current strengths and weak- nesses for each node. 3. Identify potential for redevelopment, reuse, renovation, increased residential den- sity. 4. Map Development Nodes. 5. Develop economic development criteria for each node and rank each node based on the criteria. 6. Identify potential resources that could be allocated to increase value for each node. F. Comparative Analysis and Best Practices 1. Identify peer cities in the Upper Midwest with similar characteristics; highlight pro- grams, strategies, innovative and creative initiatives, and incentive tools currently being used by these communities that could be adopted by Corcoran, particularly in areas such as infrastructure investment, public-private partnerships and business re- tention. 2. Identify key strategies for various real estate sectors and locations in the City to opti- mize economic development. 351 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 10 MAXFIELD RESEARCH AND CONSULTING G. Fiscal Strategy & Funding Prioritization 1. Identify and advise on key priorities for the City to fund economic development initi- atives. 2. Advise on use of financial incentives, grants, public-private partnerships and reallo- cation of internal resources and current funds. H. Stakeholder and Community Engagement 1. Engage with community stakeholders. 2. Facilitate workshops, focus groups and meetings to ensure that the strategic plan reflects the diverse perspectives and needs of the community. (Conduct up to three workshops/focus groups). 3. Develop content and/or strategies to engage the community, elicit communication, feedback and creative ideas. I. Policy Review 1. Provide recommendations on policy changes to support the strategic goals and ac- tions identified in the plan. J. Fiscal Impact & Implementation Costs and Strategies 1. Complete a fiscal impact analysis to estimate the costs and fundings needs to imple- ment the identified actions, goals and strategies. The analysis will involve a cost benefit assessment to weigh financial incentives, staffing and other initiatives to en- sure the plan is financially feasible and aligned with the City’s fiscal capacity. 2. Conduct scenario analysis “what-if” approach to help evaluate the potential impacts of future events to develop plans that withstand uncertainty. K. Development of Plan Document/Executive Summary 1. Identify key highlights from the analysis such as vision, goals and objectives to frame the plan. 2. Identify key resources and market conditions that comprise the City’s current devel- opment environment. 3. Identify priorities and strategies to achieve City’s goals over the plan period. 4. Develop specific actions and timelines. 5. Identify financial and fiscal resources and strategies that can be employed to achieve the goals. 6. Identify key performance indicators and develop a data-driven approach to assess progress and effectiveness. L. Meetings and Client Contact 1. One kick-off with Client to develop final workplan. 2. Meetings as needed for completion of the workplan (to be determined). 3. Monthly Check-ins with Client on work progress. 352 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 11 MAXFIELD RESEARCH AND CONSULTING 4. Review of the Draft analysis that would address report findings. 5. One formal presentation (in person) to governing body. 6. Report Preparation. MAPPING Maxfield Research and Consulting will utilize mapping software to present key data visu- ally and spatially. To the extent Geographic Information System (GIS) data is available, Maxfield Research and Consulting will prepare housing related parcel-based maps of the community. Maxfield Research will require assistance from the Client to obtain parcel level data. Estimated Cost for Economic Development Strategic Plan (Staff Time) $50,205.00 COST OF SERVICES The work outlined under the Scope of Services will be performed for an estimated Fifty-Thou- sand Two Hundred Five Dollars ($50,205.00), excluding out-of-pocket expenses for items such as supplies for visioning sessions, workshops and focus groups and travel expenses for field work, meetings, focus groups, etc. All expenses will be billed to the Client at our direct cost and will be discussed in advance with the Client to meet certain eligible business expense criteria. Work completed on the assignment would be billed to the Client monthly as costs are incurred. Additional research or meeting time requested by the Client beyond that set forth in the ac- companying Scope of Services will be billed at our normal hourly rates ($85 to $160). The following fee proposal provides an estimated detailed summary of staff hours needed to complete this project according to the proposed scope of services as outlined in the RFP, which is subject to change. The fee proposal includes a breakdown of costs by project task and by Maxfield Research and Consulting staff position. Prosser Advisors LLC is also shown on the budget worksheet. 353 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 12 MAXFIELD RESEARCH AND CONSULTING WORK PRODUCT Findings will be presented in bound report format in an electronic PDF document. A separate Executive Summary will also be prepared in PowerPoint or InDesign. COMPLETION TIME The work outlined under Scope of Services will be completed in draft form within 120 to 150 days of the execution of this agreement unless delayed by unexpected emergencies, forces be- yond the control of the parties, or by written agreement of the parties. A final report would be issued within three weeks of receiving all comments and feedback from the Client. Prosser Combined President Project Project Prosser Total Cost by Director Analyst Advisors Hours Task Strategic Purpose & Direction Setting 3 3 0 3 9 $1,230 Economic Development SOAR/NOISE Analysis 3 0 1 3 7 $865 Baseline Assessment-Demos/Economics 0 4 12 0 16 $1,620 Market Trends 0 8 24 0 32 $3,240 Development Nodes Assessment 2 4 16 2 24 $2,480 Comparative Analysis and Best Practices 6 8 18 8 40 $4,490 Fiscal Strategy & Funding Prioritization 4 6 12 8 30 $3,360 Stakeholder & Community Engagement 12 12 8 12 44 $5,600 Policy Review 2 6 8 2 18 $2,100 Fiscal Impact and Implementation Costs/Strategies 12 16 24 8 60 $7,160 Development of Plan Document/Executive Summary 8 10 18 4 40 $4,710 Client Meetings 20 8 10 20 58 $7,250 Formal Presentation 3 8 4 3 18 $2,320 Project Management 4 4 4 2 14 $1,780 Mapping 0 2 20 0 22 $2,000 Total Hours 79 99 179 75 432 (times) Hourly Rate $160 $150 $85 $100 Total Cost for Staff Time $12,640 $14,850 $15,215 $7,500 $50,205 (Plus) Out of Pocket Expenses including Travel (estimate)*$500 Total Cost for Staff Time plus Travel $12,640 $14,850 $15,215 $7,500 $50,705 *Mileage, meals, etc.; Mileage billed at the standard IRS rate of $0.70 per mile (2025 rate); out-of-pocket expenses for supplies related to community engagement and workshops billed at our direct cost ESTIMATED FEES AND OUT-OF-POCKET COSTS ECONOMIC DEVELOPMENT STRATEGIC PLAN - CITY OF CORCORAN Project Task Maxfield Research and Consulting 354 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 13 MAXFIELD RESEARCH AND CONSULTING PAYMENT All invoices are payable to Maxfield Research and Consulting within fifteen (15) days of receipt of an invoice showing the work completed and the direct costs for expenses. A finance charge of one and one-half percent (1.5%) per month will be added to the unpaid balance of each invoice not paid within thirty (30) days. All invoices are sent via email. A current email address needs to be supplied to Maxfield Research for billing purposes. A final invoice will be sent with the release of the draft report. DISCLAIMER The objective of this research assignment is to gather and analyze as many market components as is reasonable within the time limits and projected staff hours set forth in this agreement. We assume no responsibility for matters legal in character. The property/land is assumed to be free and clear of any indebtedness, liens or encumbrances; and good and marketable title and competent management are assumed, unless otherwise stated. Project Task Strategic Purpose & Direction Setting Economic Development SOAR/NOISE Analysis Baseline Assessment of Demos & Economics Market Trends Development Nodes Assessment Comparative Analysis and Best Practices Fiscal Strategy & Funding Prioritization Stakeholder & Community Engagement Policy Review Fiscal Impact and Implementation Costs/Strategies Development of Plan Document/Executive Summary Client Meetings Delivery of Draft Report Formal Presentation Month 6 PROPOSED COMPLETION TIMEFRAMEECONOMIC DEVELOPMENT STRATEGIC PLAN - CITY OF CORCORAN Month 5Month 1 Month 2 Month 3 Month 4 355 Mr. Jay Tobin September 16, 2025 City of Corcoran Page 14 MAXFIELD RESEARCH AND CONSULTING If building plans or site plans are included in the report, they are to be considered only approximate and are submitted to assist the reader in visualizing the property. We assume no responsibility for the accuracy of any building or site plans. Certain information and statistics contained in the report, which are the basis for conclusions contained in the report, will be furnished by other independent sources. While we believe this information is reliable, it has not been independently verified by us and we assume no responsibility for its accuracy. The conclusions in the report are based on our best judgments as market research consultants. Maxfield Research and Consulting disclaims any express or implied warranty of assurance of representation that the projections or conclusions will be realized as stated. The result of the proposed project may be achieved but also may vary due to changing market conditions characteristic of the real estate industry, changes in facts that were the basis of conclusions in this report, or other unforeseen circumstances. This agreement will be construed according to the laws of the State of Minnesota. TERMINATION This agreement may be terminated upon written notification of either party to the other. In the event of termination, the Client will pay Maxfield Research and Consulting for staff hours performed at the firm's normal hourly rates, plus all expenses incurred through the date of ter- mination. 356 —APPENDIX— 357 OUR STAFF Mary Bujold, President Joe Hollman, Director of Research Brian Smith, Senior Associate Rob Wilder, Senior Associate David Sajevic, Senior Associate Max Perrault, GIS Technician/Associate Jessica Van Voorhis, Associate Nathan Ross, Associate 358 359 360 361 STAFF REPORT Agenda Item: 7.a Council Meeting: October 23, 2025 Prepared By: Dwight Klingbeil, Planner Topic: M&J Creekside Vineyard Action Required: Approval Summary Margaret and John Fernandez, the applicants, request approval of an Interim Use Permit and Site Plan to allow the operation of a Wine Processing / Wine Tasting agribusiness on their property at 23020 County Road 30, as well as an amendment to the Zoning Ordinance, to grant flexibility from the footprint limit for accessory structures used in conjunction with Agribusiness operations. Recommendation Staff and Planning Commission recommend approval of the following: Resolution 2025-87 approving the site plan and interim use permit with the conditions of approval as presented by staff Ordinance 2025-554 amending Section 1040.030, Subd. 5(D) of the Zoning Ordinance Ordinance 2025-555 Summary Ordinance of Ordinance 2025-554 Resolution 2025-88 approving findings of fact for the Zoning Ordinance Amendment Council Action Decision Attachments 1. 2025-10-23 CC Report - M&J Creekside Agribusiness.pdf 362 Page 1 of 17 STAFF REPORT City Council Meeting: October 23, 2025 Prepared By: Dwight Klingbeil Topic: M&J Creekside Wine Tasting Room Interim Use Permit & Site Plan (PID 08-119-23-23-0017) (City File No. 25-026) Action Required: Decision 1. Application Request Margaret and John Fernandez, the applicants, request approval of an Interim Use Permit and Site Plan to allow the operation of a Wine Processing / Wine Tasting agribusiness on their property at 23020 County Road 30, as well as an amendment to the Zoning Ordinance, to grant flexibility from the footprint limit for accessory structures used in conjunction with Agribusiness operations. 2. Planning Commission Review The Planning Commission reviewed this item during their September 4, 2025, meeting. Three members of the public spoke during the public hearing. Concerns raised during the hearing included potential noise and light pollution, possible waste and runoff, and traffic. The Planning Commission’s discussion focused on the proposed requirement to widen the driveway from 16 feet to 24 feet, the parking surface material standards, and the number of parking spaces proposed with the plan. Following the Commission’s discussion, the Planning Commission voted 4-1 (Zachman nay) to recommend approval of the draft resolution approving the Interim Use Permit and Site Plan as presented by staff, the draft ordinance amending the standards for Agribusinesses and the draft resolution approving the findings of fact for the ordinance amendment. 3. Background Concept Plan The Council reviewed a conceptual version of this application during the September 26, 2024, City Council meeting. This concept plan was reviewed against the Conditional Home Occupation License standards, as well as the Event Center standards. This review revealed that the proposed use did not quite fit within any of the allowed uses within the zoning district, and multiple variances and conditions would be required to allow the wine tasting room to operate on their property. 363 Page 2 of 17 Zoning Ordinance Amendment Following staff and Council review, it was recommended that the applicants request an amendment to the Zoning Ordinance to establish Agribusinesses as an allowed use in the Rural Residential district. The public hearing for this request was held during the June 5, 2025, Planning Commission meeting, and reviewed and adopted by the City Council during the June 23, 2025, meeting. 4. Context Zoning and Land Use The subject property is 5.84 acres in size. It is guided Rural/Ag Residential and zoned Rural Residential (RR). With its proximity to Rush Creek, significant portions of the parcel are located within the Shoreland Overlay District, which has additional requirements beyond the RR District standards. The parcel is currently used as a residence with vineyards for wine making. The site is located outside of the Metropolitan Urban Service Area (MUSA). Surrounding Properties All surrounding properties are all located outside of the MUSA. All surrounding properties are guided for Rural/Ag Residential and zoned Rural Residential (RR). The properties to the north and east are used for residential purposes, the property to the south is used for Agricultural Residential, and the property to the west is a heavily wooded vacant lot owned by the applicant. Natural Characteristics of the Site The applicants’ parcel to the immediate west is bifurcated by Rush Creek. This has resulted in significant portions of the subject parcel being subject to the Shoreland Overlay District requirements. The Natural Resource Inventory map in the 2040 Comprehensive Plan identifies a High-Quality Natural Community in the western parcel, as well as a greenway corridor along Rush Creek, which extends into the southwest corner of the subject parcel. In addition, substantial portions of the site are located within the Figure 1 Site Location Figure 2 Natural Resource Inventory Map 364 Page 3 of 17 floodplain. Most of the western parcel, along with the northwestern areas of the subject parcel, are covered by a mature tree canopy. 5. Analysis Planning staff coordinated review of the request for consistency with the Comprehensive Plan, Zoning Ordinance, City Code requirements, and City policies. Public Safety and the City Engineer’s comments are incorporated into this staff report, their detailed comments are included in the attached memos, and the approval conditions require compliance with the memos. A. Level of City Discretion in Decision-Making The City’s discretion in approving a Site Plan and IUP is limited to whether the plan meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the application. B. Consistency with Ordinance Standards The applicant requests approval of a Site Plan and Interim Use Permit to allow an Agribusiness at 23020 County Road 30. The applicant’s narrative states that the business would operate on a seasonal basis from Spring to Fall, with typical hours of operation being 12pm-9pm Thursday through Saturday, and 12pm-6pm on Sunday. These hours may vary depending on the activities being held, however, they do not expect the operation to remain open past 10pm. Figure 3 Site Plan 365 Page 4 of 17 Site Plan The site currently consists of 5 accessory structures. The applicants request to demolish one of the structures in the center of the property in favor of a new structure for the Agribusiness operation. Additionally, the applicant also plans to install a 44-stall grass parking lot to the northwest of the principal structure of the lot. Building Size The applicant plans to demolish an existing 726 square foot structure in favor of a 1,440 square-foot structure with a 140 square-foot porch. This would result in a cumulative accessory structure footprint of ~3,980 square feet on a parcel that allows an accessory structure footprint of 2,719 square feet. This request does not meet the ordinance requirements, and an additional 1,210 square feet of accessory structure space must be removed, unless the applicant’s requested ordinance amendment is approved. It is worth noting that the applicants also own the 1.92-acre parcel to the west. If the applicants chose to combine their two parcels, the allowed accessory structure footprint would increase to 3,313 square feet. This still would not meet the footprint allowance in Code but would reduce the non-conformity. The applicants have requested approval of a Zoning Ordinance Amendment to allow additional flexibility to the accessory structure footprint allowance for Agribusiness operations. If the Council were to deny the ordinance amendment, a condition of approval should be added that any area of accessory structure space that exceeds that allowed limit must be removed. Building Height The proposed building would be constructed in the backyard of the property. Code allows for an accessory structure sidewall height of up to 13’6” in the rear yard, and a maximum height of 25’. The applicants propose a sidewall height of 10’ and a building height of 20’. This complies with the ordinance standards. Building Materials The exterior walls and roof of the proposed building would be finished with 29-guage RAM Rib galvanized Grade 80 colored steel. Section 1060.050 Subd. 1.D.3. allows accessory buildings to be constructed with metal siding and/or roofing through a Certificate of Compliance, provided they meet the standards of the Minnesota State Figure 4 Proposed structure elevation 366 Page 5 of 17 Building Code and have been treated with a factory applied color coating system against any fading or degradation. The proposed materials comply with these requirements and are allowable. Shoreland Overlay District The Shoreland Overlay District requires all structures, including accessory structures, to be constructed so that the first-floor elevation is at least 2 feet above the regional flood elevation. The proposed floor elevation for the building is at 976.5’. The FEMA 100-year floodplain (Zone AE) elevation is 973’. To comply with the elevation requirements of the Shoreland Overlay District, the minimum first floor elevation must be at least 975’, which is 2 feet above the regional flood elevation. The proposed floor elevation complies with this requirement. Parking While the number of parking stalls required will vary depending on the activity, the site must demonstrate the ability to accommodate its most intensive use to prevent reliance on on-street parking. This is likely to be event hosting. The IUP standards for event centers in the RR district require 1 parking stall per 2 guests. The proposed Site Plan shows 44 parking stalls. Using this parking formula, a condition of approval should limit event attendance to no more than 88 guests. Every parking stall within the proposed Site Plan is angled at 90˚. Code requires a minimum stall width of 9’, stall depth of 18’6”, and a drive aisle width of 26’. The proposed parking stalls meet these dimensional requirements. However, the width of the driveway connecting the parking lot to County Road 30 is only 16’. A proposed condition of approval requires the driveway to be widened to a minimum of 24’ to accommodate two-way traffic coming in and out of the parking lot. Setbacks The proposed site plan consists of 6 accessory structures. All accessory structures are required to maintain a minimum setback of 100 feet from the front property line along County Road 30, 50 feet from the front property line along Rush Creek Blvd, 20 feet from the side property line, 15 feet from the rear property line. Additionally, the Shoreland Overlay District requires Unsewered Structures to be setback at least 100 feet from Tributary Rivers/Streams. The current and proposed setbacks are outlined in the table below: 367 Page 6 of 17 Front Side Rear Tributary River/Stream Status Required Setback 100 feet 20 feet 15 feet 100 feet Proposed Building 297.25 feet 231 feet 46.33 feet 256 feet Compliant Shed 1 77.18 feet 270 feet 293.71 feet 273.39 feet Non -Compliant Shed 2 116.5 feet 144 feet 249.58 feet 93.5 feet Legal Nonconformity Existing Pole Barn 103.3 feet 88feet 239.33 feet 42.58 feet Non -Compliant Shed 3 255.1 feet 2 feet 76.98 feet 22.58 feet Legal Nonconformity Shed 4 359.65 feet 14 feet 6.58 feet 122.75 feet Non -Compliant Every structure on site meets the minimum setback requirement from the lot frontage onto Rush Creek Blvd. The other setback requirements are detailed further below: • The proposed structure, which would house the wine tasting room and processing bar complies with all applicable setback requirements of the Zoning Ordinance. Table 1 Accessory structure setback comparison 368 Page 7 of 17 • Sheds 2 and 3 are both located within the minimum setback from Rush Creek. However, these structures predate the establishment of the current setback requirements and are considered legal non-conforming structures. • Shed 1 encroaches into the minimum front yard setback. Staff reviewed historical aerial imagery and determined that Shed 1 was constructed between 2015 and 2021. The structure appears to be less than 200 square feet, so a building permit would not have been required. While City Code does not require a building permit for accessory structures under 200 square feet, such structures are required to meet all setback requirements of the zoning ordinance. Shed 1 does not meet these requirements and must either be relocated into compliance or removed from the property. • Shed 4 is located within the minimum rear yard setback. Historic Aerial imagery indicates that the shed was constructed between the years of 2018 and 2020. A building permit would have been required for an accessory structure of this size; however, there is no record of a building permit issued for this shed. A condition of approval shall require Shed 4 to either be relocated with the issuance of an after-the-fact building permit or be removed from the property. • The existing pole barn is located within the minimum setback from Rush Creek. While a building permit was issued, the building was not constructed in the approved location and is not legally protected as a legal non-conforming structure. A condition of approval requires this building to either be relocated into compliance, removed from the property, or obtain an after-the-fact variance. Parking Areas are required to meet the following minimum setback requirements: - Front (County Road 30): 100 feet - Front (Rush Creek Blvd): 50 feet - Side and Rear: 10 feet. - Ordinary High-Water Level: 100 feet The proposed parking lot is located 173 feet from the front property line, 122 feet from the current west property line, 93.5 feet from the rear property line, and 118.75-feet from the Ordinary High-Water Level of Rush Creek. Access Figure 5 Proposed parking lot and site access 369 Page 8 of 17 Current access to the property originates from a private driveway directly on County Road 30. The proposed Site Plan would widen the existing driveway to 16’ and extend the driveway north to serve the existing residence and the proposed use. City Staff and County Staff reviewed this proposal and are concerned with the ability to support two- way traffic on the proposed driveway. A condition of approval requires the driveway to be widened to a minimum width of 24’, as previously noted in this report. Lighting Outdoor lighting for Agribusiness uses cannot exceed a glare of 0.1-foot candle as measured from the property line and must comply with the lighting standards outlined in Section 1060.040 Subd. 1 of the Zoning Ordinance. The proposed Site Plan does not indicate the use of outdoor lighting. A condition of approval requires the applicants to submit a lighting plan to the City indicating the location and type of lighting fixtures used around the property to ensure compliance with this requirement. Landscaping The site is subject to the landscape standards of Section 1060.070, which require: - One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal feet of site perimeter. - One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal feet of site perimeter, whichever is greater. Historically, City practice has been to calculate the required trees and shrubs based on building addition and screening requirements for parking areas. Using the new 1,440 Figure 6 Treescape Plan 370 Page 9 of 17 square foot building in this calculation, the applicant is required to provide landscaping with 2 overstory trees and 5 understory shrubs. The applicants request that the City accept the existing vegetation to satisfy the landscaping requirements. To support their request, the applicant submitted a Treescape Plan, which illustrates the existing tree coverage of the property. This plan identifies a dense wooded area over the western third of the parcel, a tree line of mixed species along County Road 30, a cluster of cottonwood trees northwest of the proposed structure, and scattered trees of various species throughout the rest of the property. Additionally, the proposed parking lot is subject to the landscaping requirements of Section 1060.070 Subd.2.J.2.: - Parking areas with 4 or more stalls shall be screened from properties guided or zoned residential and from public streets. Screening to a height of at least 3 feet shall be provided to screen vehicle headlights. The applicants request that City accept the existing vegetation for this requirement as well. The treescape plan identifies dense wooded areas to the north, west, and southeast of the parking lot, with partially wooded areas south and east of the parking lot. Staff recommends a condition of approval requiring the installation of additional screening south and east of the parking lot to ensure adequate screening of vehicle headlights from public streets and neighboring residential properties. Signage Signs are not typically allowed in the Rural Residential zoning district. The applicant has not proposed any signage for this project. Grading and Drainage The FEMA 100-year floodplain (Zone AE) is mapped on the property at elevations ranging from 973 to 975 feet. The applicant’s site plan shows this floodplain, but the floodway should also be located by the applicant. There appears to be grading planned within the floodway near the entrance driveway and northwest of the existing pole barn. It is recommended that the grading be located out of the floodway extents to remove the need for a Conditional Letter of Map Revision (CLOMR). Full details are provided in the Engineer Memo attached to this report. Stormwater The applicant is creating new impervious surfaces through a new parking lot and construction of a new building. The current plan appears to disturb less than 1 acre of land and would not necessitate stormwater improvements. If the disturbance area is modified and exceeds 1 acre of land, the applicant will be required to submit a stormwater management plan in accordance with city standards at the time of a formal application. 371 Page 10 of 17 Refuse Section 1060.020 requires all exterior storage of trash/garbage to be in an accessory building enclosed by walls and roof or in closed containers within a totally screened area. The applicant’s site plan does not identify an area for exterior storage of trash, and a proposed condition of approval requires compliance with this standard should the applicant store trash outside. Interim Use Permit The applicant is requesting approval of an Interim Use Permit (IUP) to operate an Agribusiness at 23020 County Road 30. Pursuant to Section 1040.030 Subd. 5.D., Agribusiness is permitted as an Interim Use of the Rural Residential (RR) zoning district, subject to compliance with the following requirements: 1. Must be located on a parcel that is at least four (4) acres in size. In its current condition, the subject parcel is 5.84-acres in size and could be enlarged to 7.76-acres if combined with the parcel to the west. This requirement is satisfied in both scenarios. 2. Site Access. The primary site access shall comply with one of the following: a. The site shall have direct access onto a Major Roadway, which is defined as a Principal Arterial, Minor Reliver, Minor Expander, and Minor Connector roadways; or b. The site will have direct access onto a Major Collector or Minor Collector roadway no more than 2,500 feet from an intersection with a Major Roadway as identified in the Comprehensive Plan. The site has direct access onto County Road 30, which is classified as a Major Roadway. The proposed site access satisfies this requirement. 3. Traffic shall not create a nuisance to nearby residents by way of traffic or noise, nor shall it increase the public cost in maintaining the street. Traffic for the proposed use would come from County Road 30 directly and is not likely to increase traffic on local streets in the surrounding residential neighborhood. Staff does not have reason to believe that the proposed use would notably increase the public cost in maintaining County Road 30 or other public streets as the traffic will primarily be from private passenger vehicles within a volume anticipated for County Road 30. 372 Page 11 of 17 4. Parking. Parking must be accommodated through on-site parking lots which comply with the necessary requirements outlined in Section 1060.060 of the Zoning Ordinance. a. Gravel parking lots for Agribusinesses in the Rural Residential (RR) district may be allowed through an Interim Use Permit subject to the standards outlined in Section 1060.060 Subd. 3.B. The applicants propose a 44-stall parking lot to accommodate the parking needs of the operation. This lot would be constructed of a grass filled geogrid. This material is not an approved parking surface under City Code and does not meet the parking lot standards applicable to the Agribusiness use. A condition of approval requires a revision to the site plan to provide a compliant parking lot surface that is either a defined gravel parking area or a hard surface with perimeter concrete curbing. 5. Maximum Structure Size. Agribusiness operating within an accessory structure must comply with the maximum accessory footprint allowed per Section 1030.020 Subd. 4.E. Current conditions allow for a cumulative accessory structure footprint of 2,719 square feet. If the applicant’s two parcels were to be combined, the maximum allowed accessory structure footprint would increase to 3,313 square feet. With the proposed structure for the agribusiness, the subject parcel has a cumulative accessory structure footprint of ~3,980 square feet. This proposal does not meet this requirement. The applicants have requested an amendment to the Agribusiness Ordinance to grant additional flexibility for accessory structures related to agribusiness uses. This is discussed further in the Zoning Ordinance Amendment portion of this report. If Council denies the amendment request, a condition of approval requires the removal of accessory structures on the property to ensure compliance with the cumulative accessory structure footprint limit outlined in the Zoning Ordinance. 6. Noise. a. No sound amplifications systems may be used outdoors after 10:00 p.m. unless otherwise approved by City Council. The applicant’s narrative states that the proposed hours of operation would be 12pm-9pm Thursdays through Saturdays, and 12pm-6pm on Sundays. Though the applicants explain that these hours may vary 373 Page 12 of 17 depending on the activity of the day. A proposed condition of approval includes a requirement any sound amplification system cease use by 10pm unless otherwise approved by City Council. b. Stages and sound amplification equipment shall not be oriented toward any residence within 500 feet of the property line upon which the outdoor music event is to be held. Further, sound amplification equipment shall be oriented so sound is directed away from the closest residential property. The applicant’s Site Plan does not include the use of stages or sound amplification equipment. If the business operation expands in the future to include the use of stages an amendment to the IUP will be required at that time to allow for City review of the proposed stage location. A proposed condition of approval clarifies any sound amplification equipment must be oriented away from any residence within 500 feet. c. All music events require council approval of a sound waiver permit prior to each event unless otherwise approved. The current proposed business model does not include music events as a part of the wine tasting room. In the event that the business hosts a music event, the business must first obtain a sound waiver from the City Council. This is clarified as a condition of approval. 7. Outdoor lighting shall not exceed 0.1-foot candle as measured from the property line and must comply with Section 1060.040 Subd. 1 of the City Code. The applicant’s Site Plan does not indicate the use of outdoor lighting. If there is outdoor lighting used as part of this operation, the applicant must provide a lighting plan which demonstrates compliance with this standard. 8. Sanitary facilities adequate for the number of attendees shall be provided as determined by the adopted Minnesota State Building Code, as may be amended from time to time. Portable toilets may be approved for temporary use and must be screened from view from roads and neighboring properties by landscaping or a wooden enclosure. No portable toilets shall be located closer than 400 feet from a neighboring residential structure. 374 Page 13 of 17 The applicant’s floor plan shows a bathroom within the structure where the Wine Tasting Room is located. The Site Plan does not indicate the use of portable bathrooms, nor is such use mentioned within the applicant’s narrative. To ensure consistency, a condition of approval includes that future use of portable restrooms must be reviewed by staff to ensure the required screening and the setback of 400’ from neighboring residential structures are satisfied. 9. Any outdoor activity area (e.g., seating, walking, crafting, etc.) shall be setback at least 100 ft from adjacent residential structures. The proposed Site Plan did not identify any designated outdoor activity areas for seating, walking, crafting, or other similar uses. If outdoor activities are to be offered by the business, the applicant must amend their IUP and Site Plan to clearly identify the proposed activities and indicate the location of these activities to demonstrate compliance with this requirement. In addition to the requirements specific to Agribusiness uses, all Interim Uses are required to comply with the Interim Use Permit standards outlined in Section 1070.030 Subd. 3. Specifically: A. A. Meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. b. 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. c. 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. d. 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. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. The Agribusiness does not conflict with the Comprehensive Plan as the property is guided for Rural Residential and Agricultural uses. Staff has no reason to believe that the Agribusiness use would be detrimental to or 375 Page 14 of 17 endanger the public health, safety, morals or comfort of properties in the immediate vicinity for the purposes already permitted, nor would the use substantially diminish or impair the property values within the neighborhood. The Agribusiness would not impede the normal and orderly development of surrounding properties and improvement of surrounding property for uses permitted in the RR district. The Agribusiness does not conflict with other RR district regulations with the proposed conditions of approval. Finally, the Agribusiness will conform to all other performance standards with the proposed conditions of approval outlined throughout this report. B. The use is allowed as an interim use in the respective zoning district. Agribusinesses are allowed as an interim use within the RR district as identified in Section 1040.030 Subd. 5.D. C. The date or event that will terminate the use can be identified with certainty. A condition of approval requires the IUP to expire immediately after the existing business on site ceases operations, or once the property is sold to another party. D. The use will not impose additional unreasonable costs to the public. Staff has no reason to believe that the requested use will add an unreasonable cost to the public. A condition of approval included in the draft resolution clarifies that all parking must occur on site. E. The user agrees to any conditions that the City Council deems appropriate for the permission of the use. The Council may add additional conditions of approval for the use which may be included in the approving resolution. Staff proposes no other conditions of approval other than what has already been called out in this staff report. Zoning Ordinance Amendment The applicants also requested approval of an amendment to the Zoning Ordinance to grant flexibility from the accessory structure footprint limitations for Agribusiness uses in the RR district. Currently, Section 1040.030 Subd. 5.B.5. states that “Agribusinesses operating within an accessory structure must comply with the maximum accessory structure footprint allowed per Section 1030.020 Subd. 4.E.” This standard was included when the 376 Page 15 of 17 Agribusiness was originally adopted to ensure consistency with other provisions of Code. It’s worth noting, however, that properties 10 acres or more may exceed the maximum accessory structure footprint through approval of a Conditional Use Permit, while properties under 10 acres are strictly limited to the maximum footprint identified in Table 1 below. As a result, this standard may impose a greater restriction on smaller parcels than on larger parcels. In this case, the applicants’ parcel is limited to an accessory structure footprint of 2,719 square feet, or 3,313 square feet if they combined both of their parcels. However, the applicant’s narrative explains that the proposed accessory structure footprint is necessary to effectively operate the agribusiness. The applicant’s narrative states that the proposed accessory structure is large enough to accommodate the bar processing room and the patrons visiting the property, while the existing structures are needed to store their farming equipment and supplies for the tasting room. To address the applicants’ request, while also ensuring that smaller parcels do not retain an excessive amount of accessory building area in the future, staff is proposing the following amendment to the Agribusiness Interim Use standards: 6. Maximum Structure Size. Agribusiness operating within an accessory structure must comply with the maximum accessory footprint allowed per Section 1030.020 Subd. 4.E, unless: a. City Council may grant flexibility as part of the Interim Use Permit to exceed the maximum allowed accessory structure footprint for properties that are between four (4) and less than ten (10) acres in size, provided the Council finds that additional accessory space is reasonably necessary for the agribusiness to operate effectively. Table 2 Allowed accessory structure footprint by acreage 377 Page 16 of 17 Additionally, the applicant has expressed a desire to post a 3’x3’ sign over the entrance of the proposed structure. Signs are not typically allowed within the Rural Residential district. To address this, staff proposes an amendment to the Agribusiness standards to allow signs that are connected to the agribusiness in the Rural Residential district consistent to the residential sign standards outlined in Chapter 84 of the City Code. The specific language for this proposed amendment is as follows: 10. Signs may be allowed for Agribusiness uses provided they comply with the residential sign standards outlined in Chapter 84 of the City Code. Summary Staff has reviewed the plans for an Agribusiness Use consisting of a Wine Tasting/Processing business with the applicable standards outlined in the Comprehensive Plan and Zoning Ordinance and found that the applicable standards have been met with the proposed conditions of approval. Planning Commission reviewed the plans and request as well and voted 4-1 (Zachman nay) to recommend approval of the draft resolution approving the IUP and Site Plan, the draft ordinance amending the standards to Agribusinesses, and the draft resolution approving the findings of fact for the ordinance. 7.Recommendation Staff and Planning Commission recommend approval of the following: -Resolution 2025-87 approving the site plan and interim use permit with the conditions of approval as presented by staff. -Ordinance 2025-554 amending Section 1040.030, Subd. 5(D) of the Zoning Ordinance -Ordinance 2025-555 Summary Ordinance of Ordinance 2025-554 -Resolution 2025-88 approving findings of fact for the Zoning Ordinance Amendment Attachments: 1.Resolution 2025-87 Approving the Site Plan and Interim Use Permit for M&J Creekside Vineyard 2.Ordinance 2025-554 Amending Section 1040.030 Subd. 5(D) 3.Ordinance 2025-555 Summary Ordinance of Ordinance 2025-554 4.Resolution 2025-88 Approving the Findings of Fact for Ordinance 2025-554 5.Applicant’s Site Plan & IUP Narrative received July 15, 2025 6.Applicant’s Zoning Ordinance Amendment received August 18, 2025 7.Engineer Memo dated August 19, 2025 8.Public Safety Memo dated September 3, 2025 9.Site Plan received July 15, 2025 10. Landscape Plan received August 24, 2025 378 Page 17 of 17 11. Floor Plan received July 16, 2025 12. Building Elevations received August 4, 2025 13. Public Comment - Kevin & Karen Dale 14. Public Comment – Jeff & Denise Lowe 379 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-87 Page 1 of 5 Motion By: Seconded By: APPROVING A SITE PLAN AND AN INTERIM USE PERMIT FOR AN AGRIBUSINESS AT 23020 COUNTY ROAD 30 (PID 08-119-23-23-0017) (CITY FILE 25-026) WHEREAS, Margaret and John Fernandez (“the applicant”) requested approval of an interim use permit to allow the operation of an Agribusiness on the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the request at a duly called public hearing and recommended approval. 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, subject to the following findings and conditions: 1. A site plan and interim use permit are approved to allow the operation of an agribusiness as shown on application materials and plans received by the City on July 15, 2025, with additional information received on July 16, 2025, and August 4, 2025, except as amended by this resolution. 2. The applicant must comply with all conditions in the City Engineer’s Memo dated August 19, 2025. 3. The applicant must comply with all conditions in the Public Safety memo dated September 3, 2025. 4. Grading plan must be reviewed and approved by the City Engineer prior to issuance of any building permits. 5. A certificate of compliance is granted, subject to the following conditions and findings: a. The proposed building and roof material is treated with a factory applied color coating system against any fading or degradation pursuant to the standards outlined in Section 1060.050 Subd. 1.D.3. 6. An interim use permit is granted to allow the operation of an agribusiness, subject to the following conditions and findings: a. The criteria applicable to the Agribusiness standards are satisfied as outlined in Section 1040.030 Subd. 5(D): i. The Agribusiness is located on a parcel that is at least four (4) acres in size. ii. The site has direct access onto a Major Roadway. 380 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-87 Page 2 of 5 iii. Traffic to and from the site would originate from the Major Roadway and should have a minimal impact on the surrounding local roadways. iv. Parking for the interim use is accommodated through on-site parking. v. There will be no use of sound amplification systems after 10 p.m. unless otherwise approved by Council. vi. Outdoor lighting shall not exceed 0.1-foot candle as measured from the property line. vii. Sanitary facilities shall be offered through an indoor bathroom within the proposed structure. viii. All outdoor activities shall be located at least 100 feet away from neighboring residential structures. b. Applicable criteria are satisfied as outlined in Section 1070.030 (Interim Use Permits) of the Corcoran Zoning Ordinance: i. The application meets the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. 1. The Agribusiness is consistent with agricultural uses anticipated on this site by the Comprehensive Plan. 2. The establishment of the interim use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort of the community. 3. The interim use will not be injurious to the use and enjoyment of other properties in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. 4. The establishment of the interim 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 for the interim use. 6. The interim use, in all other respects, conforms to the applicable regulations of the RR district in which it is located. ii. The use is allowed as an interim use of the Rural Residential zoning district. 381 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-87 Page 3 of 5 iii. The interim use shall expire immediately after the existing business on site ceases operations, or once the property is sold to another party. iv. The use will not add an unreasonable cost to the public. c. The use shall be subject to the following conditions: i. Maximum capacity for all events shall be 80 patrons. ii. The driveway shall be widened to a minimum width of 24 feet to accommodate two-way traffic. iii. A lighting plan shall be submitted to the City that complies with the specific lighting requirements of Section 1040.030 Subd. 5.D.7. as well as the general lighting requirements of Section 1060.040 Subd. 1. iv. Any exterior storage of trash shall be located within an accessory building enclosed by walls and roof or in closed containers within a totally screened area in accordance with Section 1060.020 of the Zoning Ordinance. v. The parking lot must be constructed of a surface that is either a defined gravel parking area or a hard surface with perimeter concrete curbing, subject to approval from the City Engineer. vi. All parking shall be accommodated on site. No parking for the business shall occur on City streets including, but not limited to, County Road 30 and Rush Creek Boulevard. vii. Usage of all sound amplification systems must cease no later than 10 p.m. viii. Any sound amplification equipment must be oriented away from any residence within 500 feet. ix. The temporary use of any portable bathrooms are subject to city staff review and approval and must be screened and located at least 400 feet from neighboring residential structures. 7. FURTHER, that the following conditions be met prior to making improvements on site: a. The site plan must be revised to meet the following conditions: i. Any accessory structure space that exceeds the footprint allowed for a parcel of this size must be removed if not otherwise approved by the City Council. ii. The southeasterly shed shall either be relocated to meet the minimum accessory structure setback or be removed from the property. 382 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-87 Page 4 of 5 iii. The northernmost shed shall either be removed from the property or relocated to meet the minimum accessory structure setbacks and obtain an after-the-fact variance. iv. The existing pole barn shall either be relocated to meet the minimum setback requirements or obtain an after-the-fact variance. 1. Should a variance not be approved, financial security for the removal of the structure and stabilization of land must be provided to the City. v. The driveway shall be widened to a minimum width of 24 feet to accommodate two-way traffic. b. A Notice of Decision for the Wetland Delineation application is required before improvements are made to the site. 8. The applicant shall enter into a Site Improvement Performance Agreement with the City and provide financial security acceptable to the City. 9. The applicant shall record the following with Hennepin County and provide proof of recording to the City: a. This approving resolution b. Site Improvement Performance Agreement 10. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. 11. The interim use shall terminate on the happening of any of the following events, whichever occurs first: a. If the agribusiness ceases. b. If property ownership changes. c. If ownership of the business changes. d. If a Notice of Termination for the Stormwater Pollution Prevention Plan is submitted to the Minnesota Pollution Control Agency. e. If there is a failure to meet other local, state, and federal regulations. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean 383 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-87 Page 5 of 5 Whereupon, said Resolution is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk ATTACHMENT A Lot 8, Block 2, Oak Hollow 384 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota ORDINANCE NO. 2025- Motion By: Seconded By: CITY OF CORCORAN AN ORDINANCE AMENDING THE TEXT OF CHAPTERS 1040 OF THE CORCORAN CITY CODE RELATED TO AGRIBUSINESS (CITY FILE 25-017) THE CITY OF CORCORAN ORDAINS: SECTION 1. Amendment of the City Code. The text of Chapter 1040.030 Subd. 5(D). “Rural Residential District (RR)” (Zoning Ordinance) of the Corcoran City Code is hereby amended by deleting the stricken material and adding the underlined material as follows: A. Temporary living quarters, subject to the standards in Section 1030.040 (Temporary Structures) of the Zoning Ordinance. B. Agribusiness, subject to the following: 1. Must be located on a parcel that is at least four (4) acres in size. 2. Site Access. The primary site access shall comply with one of the following: a. The site shall have direct access onto a Major Roadway, which is defined as a Principal Arterial, Minor Reliver, Minor Expander, and Minor Connector roadways; or b. The site will have direct access onto a Major Collector or Minor Collector roadway no more than 2,500 feet from an intersection with a Major Roadway as identified in the Comprehensive Plan. 3. Traffic shall not create a nuisance to nearby residents by way of traffic or noise, nor shall it increase the public cost in maintaining the street. 4. Parking. Parking must be accommodated through on-site parking lots which comply with the necessary requirements outlined in Section 1060.060 of the Zoning Ordinance. a. Gravel parking lots for Agribusinesses in the Rural Residential (RR) district may be allowed through an Interim Use Permit subject to the standards outlined in Section 1060.060 Subd. 3.B. 385 Page 2 of 3 5. Maximum Structure Size. Agribusiness operating within an accessory structure must comply with the maximum accessory footprint allowed per Section 1030.020 Subd. 4.E., unless: a. City Council may grant flexibility as part of the Interim Use Permit to exceed the maximum allowed accessory structure footprint for properties that are between four (4) and less than ten (10) acres in size, provided the Council finds that additional accessory space is reasonably necessary for the agribusiness to operate effectively. 6. Noise. a. No sound amplifications systems may be used outdoors after 10:00 p.m. unless otherwise approved by City Council. b. Stages and sound amplification equipment shall not be oriented toward any residence within 500 feet of the property line upon which the outdoor music event is to be held. Further, sound amplification equipment shall be oriented so sound is directed away from the closest residential property. c. All music events require council approval of a sound waiver permit prior to each event unless otherwise approved. 7. Outdoor lighting shall not exceed 0.1-foot candle as measured from the property line and must comply with Section 1060.040 Subd. 1 of the City Code. 8. Sanitary facilities adequate for the number of attendees shall be provided as determined by the adopted Minnesota State Building Code, as may be amended from time to time. Portable toilets may be approved for temporary use and must be screened from view from roads and neighboring properties by landscaping or a wooden enclosure. No portable toilets shall be located closer than 400 feet from a neighboring residential structure. 9. Any outdoor activity area (e.g., seating, walking, crafting, etc.) shall be setback at least 100 ft from adjacent residential structures. 386 Page 3 of 3 10. Signs may be allowed for Agribusiness uses provided they comply with the residential sign standards outlined in Chapter 84 of the City Code. SECTION 5. Effective Date. This Ordinance shall be in full force and effect upon its passage. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Ordinance is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee – Mayor City Seal ATTEST: ____________________________________ Debra Johnson – City Clerk 387 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota Page 1 of 1 ORDINANCE NO. 2025-555 Motion By: Seconded By: CITY OF CORCORAN SUMMARY OF ORDINANCE NO. 2025-552 AN ORDINANCE AMENDING THE TEXT OF THE CORCORAN CITY CODE (CITY FILE 25- 026) Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended to grant flexibility from the accessory structure footprint limit for agribusiness structures and to allow signs for Agribusiness Operations in the Rural Residential district. A printed copy of the entire amendment is available for inspection by any person at City Hall during the City Clerk’s regular office hours. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Ordinance is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee – Mayor City Seal ATTEST: ____________________________________ Debra Johnson – City Clerk 388 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-88 Page 1 of 2 Motion By: Seconded By: A RESOLUTION APPROVING FINDINGS OF FACT FOR AN AMENDMENT TO TITLE X TO REGARDING AGRIBUSINESS STANDARDS (CITYWIDE) (CITY FILE NO. 25-026) WHEREAS, Margaret and John Fernandez (the “applicant”) requests an allow flexibility from the accessory structure footprint limitations for agribusiness uses in the rural residential district, and; WHEREAS, the Planning Commission reviewed the request at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council reviewed the proposed amendment at a regular scheduled meeting, and; WHEREAS, the City Council adopted an ordinance amending Title X to include Commercial Kennels as an Interim Use in the Rural Residential NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Corcoran, Minnesota, that it approved the amendment to Title X of the City Code based on the following findings: 1. Flexibility to these standards are strictly tied to agribusiness uses and are not allowed for recreational or general storage uses. 2. The City has an interest in supporting efforts to recruit new businesses and industries in the appropriate locations. 3. The City also has an interest in creating a community with housing, employment and service uses that reinforce the City’s vision to allow development while working to retain key elements that define its rural character. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee - Mayor 389 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-88 Page 2 of 2 ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 390 39 1 39 2 This message was sent from outside of the organization. Please do not click links or open attachments unless you recognize the source of this email and know the content is safe. Outlook Fw: Accessor y Structure Footprint From Dwight Klingbeil <DKlingbeil@corcoranmn.gov> Date Wed 8/27/2025 2:08 PM To Dwight Klingbeil <DKlingbeil@corcoranmn.gov> From: John & Margaret Fernandez <mjcreeksidevineyard@gmail.com> Sent: Monday, August 18, 2025 4:46 PM To: Dwight Klingbeil <DKlingbeil@corcoranmn.gov> Subject: Re: Accessory Structure Footprint Dwight, We are going to go with the option below. We are including both parels in our request and we will use our escrow to pay the $700 Zoning Ordinance Amendment application fee. The tasting room is currently big enough for a bar processing room and capacity for roughly 80-90 patrons. We need the additional buildings for storage of farming equipment, supplies for the tasting room and equipment to maintain the property. Some of the items included would be: 2 tractors, 2 orchard sprayers, a rototiller, rider mower, regular mower, skid steerer, snow blower, work bench, tools for equipment repair, landscaping equipment, tables, chairs, outdoor furniture, wine making supplies, decorations, swag, glassware, bottling equipment, bottles, harvesting equipment (crusher destemmer & press) etc. Since, this is our residence as well some of the existing buildings are used for our cars/trucks and everyday living supplies. Please let me know if there is additional information we need to provide or if there is another form we need to fill out. - Request an amendment to the Zoning Ordinance to allow flexibility from the accessory structure footprint standards for buildings used in conjunction with an Agribusiness operation. This option involves more discretion by the City Council, but may be considered if you can demonstrate a clear need for this much space in your operations. To apply for this request, please submit an updated narrative explaining the need for this much accessory structure space, and how it relates to the Wine Tasting room. Please note, this would require a payment of $700 for the Zoning Ordinance Amendment application fee. This may be drawn from your escrow balance if you'd like. Thanks! Margaret & John Margaret & John Fernandez 763-221-4841 & 763-447-1659 mjcreeksidevineyard@gmail.com 23030 County Road 30, Corcoran, MN 55374 8/27/25, 2:09 PM Mail - Dwight Klingbeil - Outlook https://outlook.office.com/mail/inbox/id/AAQkAGM2MDFlYTY5LTc5M2YtNGU0YS1hZTQ2LTRhZmFhNDk5YzY1MAAQAFnqn7k77WZJiS2kyakqw6k%3D 1/2393 8/27/25, 2:09 PM Mail - Dwight Klingbeil - Outlook https://outlook.office.com/mail/inbox/id/AAQkAGM2MDFlYTY5LTc5M2YtNGU0YS1hZTQ2LTRhZmFhNDk5YzY1MAAQAFnqn7k77WZJiS2kyakqw6k%3D 2/2394 Memo To: Kevin Mattson, PE Public Works Director/City Engineer Lauren Letsche, Engineering Development Supt. From: Steve Hegland, PE Ben Otto, EIT Project: M&J Winery Site Plan Review Date: August 19, 2025 Exhibits: This Memorandum is based on a review of the following document: 1. M&J Creekside Vineyard Parking Lot Plans by Hakanson Anderson Dated 04/02/25 Comments: General: 1. The site is proposed to be used for a wine tasting room available to the public. The site plan identifies a newly constructed parking lot for 44 stalls. 2. There are several buildings/structures that appear to encroach into easements. An encroachment agreement should be obtained for these structures if not already approved by the City for their location. Transportation 1. The proposed project access is from County Road 30. The applicant shall confirm with the county, that the current access location is appropriate for the proposed use. 2. The internal access and parking lot will be privately owned and maintained. 3. The parking lot shall have be of an acceptable surface either a defined gravel parking area or hard surface with perimeter concrete curbing. The grass filled geogrid is not an approved parking lot material per the City of Corcoran Code. 4. The main drive from the county road should be a minimum of 24’ wide to support two-way traffic to the parking lot. Wetlands/Stormwater 1. The current site plan indicates a disturbance of less than 1-acre which is below the threshold to require City of Corcoran, Watershed or MPCA stormwater improvements. If the disturbance area changes or the site disturbance is enough to trigger stormwater treatment compliance, the applicant shall be required to meet those standards. 2. The wetland delineation for the site is under review. The site plan shall be adjusted based on final wetland delineation. 3. A delineated wetland is shown on the north property line and southwest corner adjacent to Rush Creek. Any improvements shall meet all applicable City and WCA regulations. Wetland buffer and setbacks shall be shown. A wetland buffer plan shall be required which should be completed in accordance with the City of Corcoran Wetland Buffer Policy. 4. Easements shall be provided over the wetlands and buffers. 395 August 2025 M&J Wine Tasting Page 2 of 2 5. All drainage swales shall maintain a minimum of 2% slope and all slopes should be 4:1 or flatter unless approved by the City Engineer. Grading/Floodplain 1. FEMA 100-year floodplain (Zone AE) is mapped on the property at elevations ranging from 975 to 973. The floodplain is shown on the site plan, however the floodway should be located by the applicant and considered when laying out the site. 2. Grading is shown within the floodway at the entrance driveway and NW of the existing pole barn. Any grading within the mapped floodway extents must be modeled to show a no rise. The City recommends grading to be moved out of the floodway extents to remove the need for a CLOMR. 3. The compensatory fill calculations should be provided for the flood zone area and not the floodway. 4. Notes should be added to the site plan noting that the contractor shall stage all materials and equipment outside of the regulatory flood elevation within the site. Water/Sewer 1. The proposed site is not within the MUSA and will be served by private well and septic system. 2. The applicant is proposing a new septic for the building. The applicant shall provide a full septic system design including primary and alternate sites for the septic location as approved by Hennepin County. 3. The applicant shall confirm if the current well can be utilized for this use or if a new well will be necessary for the site. 4. The plans shall include information on the size and materials for both the water and sewer services. End of Comments 396 Page 1 of 1 MEMO Date: September 3, 2025 To: Planning (Community Development Director Davis McKeown and Planner Klingbeil) From: Deputy Director of Public Safety Burns Re: City File 25-026 M&J Creekside Vineyard A Public Safety plan review meeting was held on September 3, 2025, to review the submitted site plan and interim use permit application for M&J Creekside Vineyard. In attendance were the following: Director of Public Safety Gottschalk, Deputy Director of Public Safety Burns, Fire Chief Albers, Fire Chief Leuer, Building Official Rosenau, Construction Services Manager Prichard, and Planner Klingbeil. The comments below are based on the materials submitted on July 16, 2025. 1. A turn radius exhibit must be submitted for the entire parking lot. 2. Maximum Occupancy for the building would be 96 (1 person per 15 sq ft) 3. Septic must be designed to accommodate the maximum occupancy 4. A full building code and fire code review will be required, which may implicate building design. 5. The parking lot must meet ADA requirements and have a handicap accessible route to the structure. 6. The applicant will need to define any outdoor premise for consumption to ensure compliance with the necessary requirements of the liquor license. 7. Driveway width must be widened to at least 24 feet. 8. Parking lot and driveway must pass a roll test. 397 39 8 ..\..\..\..\..\Pictures\Screenshot_1.png ..\..\Renderings (1)\Renderings\Design Details PRO PLUS PRO LITE ROOT\PROPLUSDetials.png APPLICATION: PARKING LOT, RV PARKING, PARKING PADS, DRIVEWAYS 1. BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. 2. THE TRUEGRID PRO PLUS PRODUCT EXCEEDS H-20/HS-20 COMPRESSION LOAD TESTING. CHECK OTHER SITE CONDITIONS AND SYSTEM COMPONENT REQUIREMENTS TO MEET H-20/HS-20 LOADING. 3.SEEDING METHOD: FILL SOIL/GROWING MEDIA TO TOP OF GRID. APPLY SEEDING OR HYDROSEEDING PER MANUFACTURERS' (BY OTHERS) REQUIRED APPLICATION RATES. 4. SOD INSTALLATION METHOD: FILL TOPSOIL/GROWING MEDIA HALF-WAY (~1") WITHIN TRUEGRID AND PRESS IN SOD SO THAT TOP OF GRID IS AT SOIL/ROOT LEVEL AND ONLY THE GRASS BLADES EXTEND ABOVE THE GRID. 5. GEOTEXTILE FABRIC RECOMMENDED AND MAY BE REQUIRED BETWEEN SUB-GRADE & BASE FOR CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS. FOR CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS. 6. NO STAKING NECESSARY WITH TRUEGRID PRO PLUS WHEN SLOPE IS BELOW 3 DEGREES. ASSESS PROJECT, AS NEEDED. 7. TRUEGRID PRO PLUS IS ADA COMPLIANT WITH PROPER FILL MATERIAL. 8.ALTERNATIVE ENGINEERED BASE MIXES CAN BE USED PROVIDED THEY PROMOTE GRASS GROWTH, HAVE ADEQUATE VOID SPACE FOR DRAINAGE, AND PROVIDE REQUIRED STRUCTURAL SUPPORT. 9. THIS CROSS SECTION IS FOR INFORMATION ONLY. REVSIZE SCALE DRAWN BY: CHECKED BY: FILE I.D.: APPROVED BY: DO NOT SCALE DRAWING AA B C D B C D 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 NOTES: J. Thethy 2/28/2020 1 OF 11:1.5 D TGFB-GRS-ML 05 DATE: DATE: DATE: UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES DRAWING NUMBER: APPROVAL INFORMATION SHEETREVISION REV 05 J. Thethy TRUEGRID PRO PLUS GRASS FILL MEDIUM LOADUPDATED NOTES, FLAG NOTES, DRAWING 2/28/2020 C. White 2/28/2020 CLIENT / PROJECT PROPRIETARY DESIGN RIGHTS NOTICE: THIS DESIGN WAS ORIGINATED BY AND IS THE EXCLUSIVE PROPERTY OF TRUEGRID. IT IS DISCLOSED IN CONFIDENCE WITH THEUNDERSTANDING THAT NO REPRODUCTIONOR OTHER USE OF THE INFORMATION ISAUTHORIZED WITHOUT SPECIFIC AGREEMENT IN WRITING BY TRUEGRID. 8" MIN PREPARED SUBGRADE 1.8" TRUEGRID PERMEABLE PAVING SYSTEM GRASS FILL MEDIUM LOAD TRUEGRID PRO PLUS GEOTEXTILE FABRIC. SEE NOTE #5 ADJOINING FINISH GRADE TRUEGRID SURFACE FLUSH OR SLIGHTLY RECESSED SEE DRAWING TG-EDGE-OPTS FOR EDGING OPTIONS GRASS (SEEDED OR SODDED) WITH ONLY GRASS BLADES ABOVE GRID TOPSOIL/GROWING MEDIA OR SOD ROOT MASS AND SOIL FILLED TO TOP OF GRID CLASS 5 ENGINEERED BASE: COMPACTED 3/4" MINUS SANDY-GRAVEL BASE MATERIAL. COMMON ROADBASE FROM NON-RECYCLED SOURCES TRUEGRID BLOCK REFERENCE VIEW PREASSEMBLED & DELIVERED IN 4' X 4' SHEET. RECONFIGURED AS NEEDED.NO EXTRA TOOLING OR ACCESSORIES REQUIRED DRAWN CHECKED APPROVED DATE ANGULERIS TECHNOLOGIES TRUE GRID 7/1/2024TRUE GRID 1-855-355-4743 TRUEGRIDPAVER.com MANUFACTURED IN NORTH AMERICA 39 9 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 40 0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ●● ● ● ● ● ● ● ● ● ●●●●●●●● ● ● ●●●●● ● ● ● ● ● ● ●●●● ● ● ● ● ● ● ● ● ● ● ●●●X ●● 40 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 40 2 DA T E : DR A W N B Y : SH E E T OF 7/ 9 / 2 0 2 5 PR O J E C T N A M E : BU I L D I N G D E S C R I P T I O N : 59 2 I n d u s t r i a l D r i v e Wi n s t e d , M i n n e s o t a 5 5 3 9 5 JE R E M Y B . DE S I G N N U M B E R : P 2 5 0 3 1 2 2 PR O J E C T N U M B E R : ( 2 5 - _ _ _ ) 36 ' - 0 " X 4 0 ' - 0 " X 1 0 ' - 0 " © All drawings and content copyright RAM Buildings Inc. Call RAM Buildings Inc. to obtain copies of this plan. Unauthorized reproduction of these plans is a violation of federal law. M & J C R E E K S I D E V I N E Y A R D AM B u i l d i n g s I n c . R 32 0 - 4 8 5 - 2 8 4 4 8 0 0 - 7 1 0 - 4 7 2 6 Fa x 3 2 0 - 4 8 5 - 3 6 2 5 ww w . r a m b u i l d i n g s . c o m Co n t r a c t o r L i c e n s e N u m b e r 2 0 1 7 1 9 7 6 9' - 0 " 7 ' - 0 " 8 ' - 0 " 3 ' - 0 " 9 ' - 0 " 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6' - 0 " 3 6 ' - 0 " 4' - 0 " 8 ' - 0 " 6 ' - 0 " 8 ' - 0 " 1 0 ' - 0 " 42 ' - 0 " 40'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"12" SIDE & ENDWALL OVERHANGS 3 PLY 2X6-__' SIDEWALL COLUMNS CONTINUOUS PROFILEVENT A B C S2 E1 E2 S1 FLOOR PLAN CL 12" PORCH OVERHANGS 6'0" X 6'8" DBL 9-LITE WALKDOOR W/ CROSSBUCK R.O.= TBD KNOB/KNOB KEYED LATCH 3'0" X 6'8" 9-LITE WALKDOOR W/ CROSSBUCK R.O.= TBD KNOB/KNOB KEYED LATCH 4060 VINYL SGL HUNG WINDOW W/ GRIDS (TOP SASH ONLY) R.O.= 40" X 60" NOTE: TOP OF WINDOWS TO MATCH TOP OF WALKDOORS UNLESS OTHERWISE NOTED 8' X 8 ' OV E R H E A D D O O R CLCLCL CLCLCLCL CLCLCLCL ED G E E D G E ED G E E D G E CCC B A ED G E E D G E 8' X 8 ' OV E R H E A D D O O R (F U L L V I E W ) CL CL C 6'-6" X 7' BATHROOM 11' X 29' PROCESSING ROOM 4'-6" X 7' UTILITY CLOSET 8' X 8 ' OV E R H E A D D O O R (F U L L V I E W ) BAR 36" STONE WAINSCOT (THIS SIDE ONLY) 36" WAINSCOT PERIMETER PLEASE LOCATE:A A E P ATTIC ACCESS ELECTRICAL PANEL 403 Wp TREESCAPE PLAN Structure Grass parking lot Gravel driveway Property boundary Grape vines Dense wooded areas Vm Ws Cw Ap Mp Ap Bk WsCa WsCm Ok Bk LnLn Ns Br Ap Ln Qa Br M&j creekside vineyard-treescape plan 23020 county rd 30 Corcoran mn 55374 Tess Steensgard~August 2025 permaculture design tsteensgard@gmail.com Ah Ah Cd Bf Ca 404 ZONE MAP M&j creekside vineyard-treescape plan 23020 county rd 30 Corcoran mn 55374 Tess Steensgard~August 2025 permaculture design tsteensgard@gmail.com Zone 2 Densely wooded creek area Zone 3 Vineyard -GardenZone 1 Residence-main entry 405 Deciduous TREE SPECIES AND LEGEND Evergreen Other woody shrubs-plants- etc Name Legend Zone Maple Mp 1,2 Birch Br 1 Aspen Ap 1 Box elder Be 1,2 Elm El 1,2 Oak Ok 1,2 Walnut Wn 2 Crimson maple Cm 1 Name Legend Zone White Pine Wp 1 Pine Pn 1 Norway Spruce Ns 1 Balsam fir Bf 1 White spruce Ws 1 Cedar Cd 1 Name Legend Zone Grape vines Gv 1,3 Crab apple Ca 1 Name Legend Zone Variegated maple Vm 1 Cottonwood Cw 2 Linden Ln 1 Buckeye Bk 1,2 Ash Ah 1,2 Apple Ap 1 M&j creekside vineyard-treescape plan 23020 county rd 30 Corcoran mn 55374 Tess Steensgard~August 2025 Permaculture design tsteensgard@gmail.com 406 DIRECTIONAL VISUAL IMAGES M&j creekside vineyard-treescape plan 23020 county rd 30 Corcoran mn 55374 Tess Steensgard~August 2025 permaculture design tsteensgard@gmail.com 407 VISUAL IMAGES M&j creekside vineyard-treescape plan 23020 county rd 30 Corcoran mn 55374 Tess Steensgard~August 2025 permaculture design tsteensgard@gmail.com 408 409 41 0 DA T E : DR A W N B Y : SH E E T OF 7/ 9 / 2 0 2 5 PR O J E C T N A M E : BU I L D I N G D E S C R I P T I O N : 59 2 I n d u s t r i a l D r i v e Wi n s t e d , M i n n e s o t a 5 5 3 9 5 JE R E M Y B . DE S I G N N U M B E R : P 2 5 0 3 1 1 2 PR O J E C T N U M B E R : ( 2 5 - _ _ _ ) 36 ' - 0 " X 4 0 ' - 0 " X 1 0 ' - 0 " © All drawings and content copyright RAM Buildings Inc. Call RAM Buildings Inc. to obtain copies of this plan. Unauthorized reproduction of these plans is a violation of federal law. M & J C R E E K S I D E V I N E Y A R D AM B u i l d i n g s I n c . R 32 0 - 4 8 5 - 2 8 4 4 8 0 0 - 7 1 0 - 4 7 2 6 Fa x 3 2 0 - 4 8 5 - 3 6 2 5 ww w . r a m b u i l d i n g s . c o m Co n t r a c t o r L i c e n s e N u m b e r 2 0 1 7 1 9 7 6 ENDWALL 1 ENDWALL 2 SIDEWALL 2SIDEWALL 1 411 October 15, 2025 City Council 8200 County Rd. 116 Corcoran, MN 55340 Dear Council Members, After attending the Planning Commission meeting on September 4, 2025, regarding the Fernandez Interim Use Permit & Site Plan, we have several concerns pertaining to the proposed M&J Creekside Vineyard. When neighbors referred to the space as an “event center”, during the public comment part of the meeting, the applicants rejected the idea that it would be an event center by shaking their heads to those comments, and again when they explained their plans to the commissioners. In their letter to the commissioners, they list the following points: • The cultivation and processing of grapes (or other fruits) grown on our farm • Wine production and storage • Tasting room and direct-to-consumers sales • Educational tours, events, and seasonal agro-tourism activities In a conversation between the Fernandezes‛ and the neighbors in attendance, after the meeting, John Fernandez shared that if someone wants to rent the space for private gatherings, other than for wine tasting, he would do that. Quoting the staff report under 3. Background – Concept Plan, the staff states using “the Conditional Home Occupancy License standards, as well as the Event Center standards”, to analyze the proposed concept plan. Their review “revealed that the proposed use did not quite fit within any of the allowed uses within the zoning district, and multiple variances and conditions would be required to allow the wine tasting room to operate on their property.” By using the “Event Center standards” referred to, and the applicants using the term events in their request, it seems to indicate that an event center is one of their goals, in addition to the wine tasting room. We have read through the information in the packet for the September 11, 2025, City Council meeting (then postponed to Oct. 23rd), and have the following questions, comments, and suggestions: 412 - Why were the residents, who would be affected by this plan, not notified of either the public hearing on June 5, 2025, held during the Planning Commission meeting, or the City Council meeting, held on June 23, 2025? The only notice we received was a letter dated August 14, 2025, informing us of a Planning Commission public hearing on September 4, 2025, pertaining to the Interim Use Permit & Site Plan. Had we been notified earlier, it might have meant less time spent by the Fernandezes‛ and city staff, and possibly resulted in an amenable compromise for the applicants and the neighborhood residents. - We‛ve read through all of the information regarding the City ordinances, requirements, and policies for their farm winery. Our major concerns are the number of parking spaces, the type of surface to be used (grass/gravel vs. a hard nonpermeable material), outdoor sound amplification, outdoor lighting, and the completion of the required permits for any exceptions listed. 1. Parking – Since there is no certainty of how many passengers would arrive in each car; the suggested number of 40 spaces could result in as many as 200 patrons (e.g., 5 people including driver and possibly 4 passengers). If that number were reduced to 15 spaces, the potential number of patrons would be closer to 75-80. 2. Type of surface – A grass or gravel surface, rather than a hard surface, would allow some erosion control and also help to eliminate pollution runoff to Rush Creek. 3. Outdoor sound amplification – Any sound amplification will impact our residence, which is only 270 ft. from their proposed structure. If we want to spend a quiet night on our patio and we hear their music, that adversely affects the enjoyment of our property. Therefore, there should be no sound waiver permits issued. 4. Outdoor lighting – If the applicants present a plan for outdoor lighting, Dark Sky lighting should be used to allow for minimum light pollution and the least impact on neighboring residents. 5. If the Fernandezes‛ operation is approved, and the conditions the city requires are not complied with, then what happens? For instance, they have said they “don‛t expect” to be open past 10. But if they are, and have not obtained a permit, how will those requirements be enforced? What steps can neighboring residents take, if there are issues that arise, once the City Council approves the plan and the business is in operation? Our apprehension, regarding their vineyard plans stems from the fact that the existing horse lean-to (built by previous owners of the property), was dragged over and placed on our shared property line in the spring or summer of 2020, to be used as a coop for a dozen chickens. The chickens quickly found their way onto our property, leaving a considerable mess everywhere they went, including our sidewalk, driveway, and all over our garage floor. Kevin had to strip several pieces of equipment, storage chests, and tools out of the garage to clean the floor. In addition to 413 notifying the Fernandezes‛ of what had happened, he changed his routine, closing the garage door whenever he came inside to avoid additional messes in the garage, since the chickens continued to make routine visits to our property from spring to fall during 2020-22. Different members of the Fernandez family came a few times to round them up when we called. They stretched some fencing between our properties in an effort to keep them contained. But the chickens quickly found their way around the fence on both ends, which led them to discover our bird feeders on the far west side of our yard, meaning we‛d have to routinely chase them back to where they belonged. We believe this tapered off in 2023; we no longer noticed them in 2024, nor this year. We were also aware of a family wedding held (in the fall of 2022?) with many guests in attendance, which entailed several cars being parked on both sides of Rush Creek Blvd. from afternoon until late into the evening. Their property was lit up as the night progressed, accompanied by music that we could hear until at least after 11 PM; possibly midnight. We had no issues with the festivities since we figured it was a one-time event. Our previous neighbors across the cul-de-sac, also held a beautiful outdoor wedding in their backyard with similar parking, lights and music well into the night. A good share of our neighbors have held similar family get togethers through the years celebrating birthdays, graduations, and holidays, as have we. But these are periodic family occasions, not repetitive nor business related. In the staff documents, it‛s stated that the Fernandezes‛ plan won‛t “substantially diminish or impair the property value within the neighborhood”. Stating that is speculation on the city‛s part; that cannot be determined as a fact. Granted, Hennepin County may not reduce the Estimated Market Value on a resident‛s tax statement, which would therefore reduce the county‛s and the city‛s tax revenue. But what it might do is discourage potential buyers from making offers for the same reasons current homeowners in the neighborhood find it less desirable. This in turn could result in us having to accept a lower offer. Our intention is not to diminish anyone‛s dream; everyone has their own dreams. Ours, as well as several, if not most, of the residents living on Rush Creek Blvd. and Creek View Circle share a similar dream of a quiet, peaceful place to live. That‛s why we moved to “rural” Corcoran. As we stated in our previous letter sent regarding the September 4, 2025 meeting, we are not opposed to the production of wine and a wine tasting room option. We are strongly opposed to the event center option planned. We feel this is a fair compromise. Please keep that in mind, as you make your decision. Thank you, Kevin and Karen Dale 9820 Creek View Circle Corcoran, MN 55374 414 415 STAFF REPORT Agenda Item: 7.b Council Meeting: October 23, 2025 Prepared By: Natalie Davis, Community Development Director Topic: High Point Gardens Site Plan and IUP (City File 25-033) Action Required: Approval Summary The applicants, Nathan and Joshua Adams, request site plan approval for a state-licensed indoor cannabis cultivation business at their residence at 21020 County Road 10. The application includes an IUP to waive the parking requirements as their business model does not require the minimum parking otherwise required by code. The applicants are in the final stages of obtaining state approvals for a cannabis microbusiness license. Indoor cultivation of cannabis is a permitted use in the RR subject to compliance with performance standards. Staff find that these standards are satisfied with the current proposal. Staff asked the Planning Commission to consider if there are any desired changes to the location of the proposed landscaping required to meet performance standards. The Commission did not propose any changes to the placement of the proposed landscaping. Technically, the zoning performance standards require 10 formal parking stalls. While that formula makes sense in an industrial area, this level of parking is unnecessary for this specific business model. The existing driveway is more than sufficient for a small cannabis cultivation business within the business owners’ residence, and there will be no customer traffic at the site. The City allows a reduction in parking space requirements to be approved through an IUP. Staff believe the existing driveway, proof of parking for additional spaces, and business model justify reducing the formal parking requirement to 0 and approval of the site plan with parking satisfied with the existing driveway. Staff asked the Planning Commission to consider the proposed sunset clause and if there are any further conditions of approval that should be added to address granting the IUP. The Planning Commission proposed no changes to the language presented by staff. Recommendation The Planning Commission and staff recommend approval of the following: 1. Resolution 2025-103 Approving the Site Plan and Interim Use Permit Council Action Attachments 1. 2025-10-23 High Point Gardens Site Plan IUP CC Report.pdf 2. C. Brummond Letter High point gardens (city file 25-033).docx 416 417 Page 1 of 14 STAFF REPORT City Council Meeting: October 23, 2025 Prepared By: Natalie Davis McKeown Topic: High Point Gardens Site Plan and Interim Use Permit (IUP) (PID 15-119-23-42-0003) (City File No. 25-033) Action Required: Decision 60-Day Review Deadline: November 15, 2025 1. Request The applicants, Nathan and Joshua Adams, request site plan approval for a state-licensed indoor cannabis cultivation business at their residence at 21020 County Road 10. The application includes an IUP to waive the parking requirements as their business model does not require the minimum parking otherwise required by code. The applicants are in the final stages of obtaining state approvals for a cannabis microbusiness license. 2. Background The City adopted cannabis related ordinances in Chapter 119 of the City Code and Section 1060.120 of the Zoning Ordinance in January of this year to be in compliance with State law and guidance. As a part of this update, state licensed cannabis cultivation was identified as a permitted use within the Rural Residential zoning district (RR), similar to other agricultural uses, with the addition of specific cannabis business performance standards. The applicant is in the process of obtaining a microbusiness license and is in the stage where a site must be finalized. The City will be required to confirm compliance with zoning standards. This is expected to occur shortly after this application is forwarded to Council. A state-issued cannabis microbusiness license allows the licensee to grow, produce concentrate, manufacture artificially derived cannabinoids, and produce other cannabis or hemp products. While retail can be a part of a microbusiness license, the applicant confirmed that retail is not a part of their business model at this time or location; they are only pursuing licensing for cultivation as allowed in this district. Figure 1 Site Location 418 Page 2 of 14 3. Context Zoning and Land Use The subject property is guided Rural/Ag Residential and is outside of the Metropolitan Urban Service Area (MUSA) in the 2040 Comprehensive Plan. The property is 5.01 acres, currently zoned RR, and is used for residential purposes. In addition to the single-family home, there are a couple of detached accessory structures, including a workshop and barn, on the parcel. Surrounding Properties All surrounding properties are guided Rural/Ag Residential, located outside of the MUSA, and zoned RR. Surrounding properties include mostly residential properties, and there is an agricultural property immediately south. Natural Characteristics of the Site The Natural Resource Inventory Areas map in the 2040 Comprehensive Plan reflects a high-quality maple/basswood upland community along the northern property line of the property. A wetland delineation was not required with this application since no exterior site improvements, other than some new proposed landscaping, are proposed. Hennepin County’s Natural Resource Map shows there is potentially a wetland in the northwest corner of the property. Figure 2 Natural Resources Inventory Areas Map 419 Page 3 of 14 4. Planning Commission Review The Planning Commission held a public hearing on this item at their regular meeting on October 2, 2025. Four members of the public spoke during the public hearing stating their questions and concerns regarding the proposal. The Planning Commission recommended approval of the item as presented by staff on a 4-1 vote (Hargreaves nay). 5. Analysis Staff reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, other City Code requirements, City policies. The City Engineer and Public Safety team provided comments in the attached memos. Approval conditions require compliance with each memo. The City’s discretion in approving or denying a site plan and IUP is limited to whether the proposal meets the standards outlined in the City Code. If it meets these standards, the City must approve the application. Figure 3 Hennepin County Natural Resources Map 420 Page 4 of 14 Site Plan The proposal is for a small, indoor cannabis cultivation business to be located within the basement of the existing single-family home. The total grow space is 458 square feet with an additional dry room of roughly 237 square feet for a total operation footprint of 695 square feet. There is no exterior expansion or site changes proposed at this time other than some additional landscaping. The site plan reflects a driveway that can comfortably fit at least 5 cars in addition to any parking available within the garage. The site plan also indicates the desire to convert the pre-existing barn for cannabis cultivation at a later phase; however, that would be handled as a site plan amendment at that time. They are not seeking approval of this expansion with this initial request. Regardless, staff made the following notes that the applicant will want to consider when they are ready to move forward with an expansion: - The proposed structure for phase 2 does not meet the 100’ setback from all property lines that is required for accessory structures used for cannabis cultivation. - The property is limited to an accessory structure space of 2,438 square feet, and the proposed expansion of the barn would result in a footprint in excess of this limit. This property is not large enough to qualify for a Conditional Use Permit to bypass the footprint limit identified in the Zoning Ordinance as this has a minimum acreage requirement of 10 acres. The applicant’s narrative explains that the business will be managed by the two brothers who live on site. There are no employees at this time or in the immediate future, but it is noted there could be employees or interns in the future. Since this is not a retail operation and the cultivation area is located within a private residence, there are no formal hours of operation. The applicants intend to sell their product downstream to licensed cannabis companies, but customers will not be coming to the site. Instead, the applicants will deliver their product to customers directly in their personal vehicles that will be disclosed to the State and City. The applicants explained at the Planning Commission that the delivery component of their business is expected to occur twice a year. Their business model means that there will be minimal commercial traffic on site; Figure 4 Floor Plan 421 Page 5 of 14 the immediate anticipated traffic already occurs since this is the applicants’ place of residence. Figure 5 Site Plan Building Setbacks The cultivation facility is proposed on a 5.01-acre existing lot of record in the RR. No exterior changes are proposed that would have an impact on setbacks. The existing house where the cannabis cultivation will be located exceeds the following setback requirements for a principal structure in the RR: Setback Requirement Front, County Road 100 ft. Side 25 ft. Rear 25 ft. Access 422 Page 6 of 14 The property has direct access to County Road 10. No access improvements are required with this site plan. Hennepin County had no comments or concerns regarding the application. Parking For cannabis cultivation inquiries, staff has been utilizing the parking formula identified in City Code for a “Manufacturing, Processing or Fabricating Facility” for guidance on required parking: 8 spaces plus one space for each 2 employees on the largest shift. A minimum of 8 spaces plus one space per 500 square feet of floor area is required. This formula requires at least 10 formal parking spaces on site that meet minimum surface and dimensional requirements. The applicant provided proof of parking for 9 spaces based on staff’s initial calculation. After further staff review, it was determined the actual number required is 10 spaces. The applicant must revise the site plan to show proof of parking for 10 spaces as a condition of approval. Additionally, the Engineering Memo requires the parking spaces be clearly dimensioned on the site plan as a condition of approval The current business model proposed by the applicant suggests this level of parking is unnecessary. There are no employees at this time, and the two business owners already live and park their vehicles on site. The applicant’s site plan reflects approximate space for at least 5 cars without any improvements in addition to garage parking. Even if there are employees coming to the site in the future, the site plan indicates there is space for at least 3 employees without relying on the public street. No customer traffic will occur, so parking does not need to be provided to accommodate patrons of the business. Figure 6 Proof of Parking 423 Page 7 of 14 Section 1060.060, Subd. 10 allows for parking space reductions to be approved as an IUP when it can be demonstrated there is a demand which is less than the required parking formula. This will be discussed further in the IUP section of this report. Lighting No exterior lighting is discussed as a part of this application. However, it is staff’s understanding that lighting may be required for effective security monitoring on the property. A condition of approval is for the applicant to provide specifications of exterior lighting to be utilized and a photometric plan to confirm compliance with Section 1060.040. Landscaping Since a portion of the site is now proposed for non-residential use, the City’s landscaping formula is applied for the portion of the site that will be converted into a cannabis cultivation business. The following formulas are applicable: - One overstory tree per 1,000 square feet of gross building floor area. - One understory shrub for each 300 square feet of building. This results in a requirement to plant one additional overstory tree and three understory shrubs on the site. The property has a significant amount of existing trees, but there are relatively less trees on the west side of the property. Considering the house is located closer to the southwest corner of the site, the site plan proposes the required landscaping to be placed into the southwest corner to offer additional screening for the neighboring property. The Planning Commission reviewed the placement of the landscaping and proposed no changes. The site plan must be revised to reflect the following in regard to landscaping: - A third shrub is required for a total of 4 new plantings based on a cannabis cultivation footprint of 695 square feet. - The species of the proposed plantings must be identified. - The City’s landscaping detail plates must be included in the plan set. - The size of the landscaping at the time of planting must be identified and meet the following minimum standards as outlined in Section 1060.070, Subd. 2(D): Potted/Bare Root or Balled and Burlapped Shade Trees (overstory) 2.5-inch diameter Ornamental Trees (understory) 1.5-inch diameter Evergreen Trees (overstory 4-6 feet high Tall Shrubs and Hedge Material (deciduous or coniferous) 3-4 feet high Since no site improvements other than landscaping are proposed, a Site Improvement Performance Agreement is not required with this application. However, an escrow will 424 Page 8 of 14 be retained as a security for the landscaping based on a landscape contractor’s estimate for the cost and installation of the proposed landscaping. This is called out in the enclosed resolution. Cannabis Business Performance Standards As part of the most recent cannabis update in City Code, Section 1060.120 was adopted to provide specific performance standards for cannabis businesses. Some of these standards are applicable only to retail. Indoor cultivation businesses must comply with the following: 2. Establishments must implement comprehensive security measures, including but not limited to: a. Security cameras covering all areas of the premises, both interior and exterior. b. Alarm system monitored 24 hours per day, 7 days per week by a licensed security company. c. Secure storage areas for all cannabis products. The cultivation area will be monitored and secured with smart lock technology provided by Wright-Hennepin Co-Op. A copy of the security plan from Wright- Hennepin was provided, and security cameras will be located on each side of the house in order for security monitoring to cover all directions of the premises. Five interior cameras will allow for monitoring of the cultivation areas and spaces leading to the cultivation area entrance. Smart locks will be installed on all doors containing cannabis product, as well as entry points to the premises. All basement level windows will be restricted and permanently closed and locked with normal capabilities with glass break on all of them. The proposed plan is subject to approval by the State, and the final approved plan must also be provided to the City. A copy of the final plan of record for security submitted to the state, as well as the information from Wright Hennepin, was provided and is available upon request. 3. Adequate ventilation systems must be installed to ensure no order is detectable from the exterior of the building or from adjacent properties. The application indicates exterior odor is not expected due to the small size of the operation. The basement is underground, and the space will utilize a HEPA approved, carbon-filter air purifier that will be more than sufficient for the proposed space. There will be no venting, and there will be plastic on the wall and ceiling that will insulate and act as a vapor and odor barrier. The applicants’ plan includes regular equipment inspections and perimeter checks for odor leaks which are then documented in their operations log. Further, 425 Page 9 of 14 they will develop complaint-response protocols, including maintaining an “odor complaint log,” and recognize the importance of maintaining good standing with neighbors on an ongoing basis. To address potential odors related to cannabis waste, organic waste will be stored in sealed containers until time for decomposition. They will utilize composting methods that minimize odor release, and then the waste will be grinded and mixed with other inert material. 4. Establishments must have a plan for the disposal of cannabis waste that complies with state regulations and prevents access by unauthorized individuals. The applicants provide a detailed cannabis waste disposal procedure within the narrative for the application, which is attached to this report. The narrative explains that the cannabis waste will be made unusable and unrecognizable before disposal, tracked in a statewide system, and placed within a sealed and labeled container within a designated, access-controlled waste area within the basement until final disposal within the regulatory storage timeframe of 7-14 days. The intended final disposal method will be to compost all plant trimmings and plant matter deemed unusable. Cannabis waste will be shredded and chopped in a manner that will leave it indistinguishable from ordinary plant matter. It will then be placed on site and mixed with food scraps, yard waste, cardboard, sawdust, used potting soil, and other organic matter to decompose. It is staff’s understanding that this is compliant with State regulations, and the City will receive a copy of all final plans of record as part of the licensing process. 5. The operation of a cannabis business is prohibited within 1,000 feet of a school, or 500 feet of a day care, residential treatment facility, or an attraction within a public park that is regularly used by minors, including a playground or athletic field. Based on available data, staff determined the property is not located within 1,000 feet of a school or 500 feet from a licensed day care, residential treatment facility, or public park. 6. Accessory structures utilized for cultivation operations in the RR district are subject to a minimum setback of 100 feet from all property lines. This standard is not applicable in this instance since the operation will occur within the principal residential structure on the property. However, staff want to ensure the applicant is aware of this requirement for any future expansion plans. 426 Page 10 of 14 7. All signage must comply with Corcoran City Code and must not depict cannabis leaves, use slang terms for cannabis, or appeal to minors. No signage is proposed by the applicant. They intend to keep the operation as discrete as possible. Interim Use Permit Section 1060.060, Subd. 10 allows for parking space reductions to be approved as an IUP when it can be demonstrated there is a demand which is less than the required parking formula. Staff believe the documented business plan and residency of the applicants provides the necessary data to reduce the formal parking requirements for this facility to 0 and approve the site plan with parking at this time accommodated by the existing driveway. The applicants’ current business model includes no employees in the immediate future. There is a note that they could hire employees/interns in the future. The site plan shows there are at least 5 parking spaces that can be utilized on the existing driveway in addition to parking provided by the garage. They also provided proof of parking for a total of 9 parking spaces should an expansion be necessary in the future. A condition of approval is for proof of parking on the site plan to reflect 10 spaces based on a cannabis business footprint of 695 square feet. The IUP is drafted to include a requirement that parking demand for the cannabis facility not exceed 5 vehicles at any one time, including the applicants’ vehicles disclosed with the State and City for distribution of their product. Prior to exceeding this limit, the applicant must proceed with a site plan amendment to formalize and expand parking areas as necessary. The IUP would automatically be terminated when parking demand for the cannabis cultivation facility exceeds 5 spaces at any one time. Additionally, the parking requirements will automatically be revisited should the applicants expand their operations in the future as expected. The IUP to reduce formal parking spaces to 0 and approve the site plan with parking relying on the existing driveway must satisfy the following criteria outlined in Section 1070.030, Subd. 3: A. Meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. Granting an IUP to reduce the parking space requirement for the proposed cannabis facility is not in conflict with the Comprehensive 427 Page 11 of 14 Plan. This property is guided Rural/Ag Residential and a requirement for more parking spaces than necessary based on the available data runs counter to the rural character of this area. The site plan shows there is approximate space for at least 5 parking spaces on the current driveway. At the time of this application there are no immediate plans to hire employees or interns. The two operators of this business live on the property, and their vehicles are already parked on site without concern. The site has enough space to accommodate parking without relying on public streets, and there is room to expand parking as needed should the parking demand for the facility exceed 5 cars in the future. b. 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. An IUP to reduce parking requirements based on the proposed business model will promote and enhance the general public welfare as it will retain natural green space on the property while protecting the rural/ag residential character of the property. There is enough space for the business owners to park on site, as well as a small number of employees should they be hired in the future, without creating a detriment or endangering the public health, safety, morals, or comfort of the surrounding area. c. 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. Granting an IUP for reduced parking spots based on the documented business model will not be injurious of the use and enjoyment of other property in the immediate vicinity nor substantially diminish and impair property values within the neighborhood. There is enough space to accommodate anticipated parking demand on site, and the proposed plan keeps the parking in line with what is expected on a residential property. Requiring more parking spaces than necessary in a formal parking lot may arguably be more injurious to the surrounding vicinity. d. 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. 428 Page 12 of 14 Granting an IUP to reduce parking space requirements and rely on the existing driveway for parking will not prevent nor discourage the normal and orderly development and improvement of surrounding property. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Public facilities and services are not required for a reduction in parking spaces. A condition of an IUP is that parking associated with the cannabis cultivation business cannot occur on public streets. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. The IUP for reduced parking and parking within the existing driveway will be in compliance with all RR regulations. g. The conditional use and site conform to performance standards as specified by this Chapter. The ability to grant a reduction in parking spaces as an IUP is called out as a way to satisfy the parking performance standards. The site is otherwise compliant with all applicable performance standards. There is an existing barn on the property that does not meet the 100’ setback for agricultural structures, nor does it meet the 20’ setback allowed for other accessory structures. However, this structure long pre-dates the current Zoning Ordinance, and is considered legal, non-conforming. Further, no changes to this structure are proposed or approved as a part of this application. While a potential use and expansion of this structure at a later phase of their business is indicated on the site plan, that is not being approved at this time and would be subject to approval of a variance in the future in its current location. B. The use is allowed as an interim use in the respective zoning district. The ability to use an IUP to reduce parking requirements is not restricted to a specific zoning district. Therefore, the IUP is allowed within the RR. C. The date or event that will terminate the use can be identified with certainty. The event that will terminate this use is identifiable with certainty. Staff propose the following sunset clause: 429 Page 13 of 14 1. The property is sold or transferred to someone not associated with the property at the time of this application. 2. The property is no longer homesteaded. 3. Parking demand for the cannabis cultivation business exceeds 5 parking spaces at any one time, including the personal vehicles of the operators that are disclosed for distribution of product to their customers (licensed cannabis businesses). 4. The cannabis cultivation business ceases. 5. The cannabis cultivation business expands, and the City determines the parking demand will increase. 6. The cannabis cultivation business fails to meet City and State requirements. The Planning Commission recommended approval of the above sunset clause. D. The use will not impose additional unreasonable costs on the public. Granting an IUP to reduce the required number of parking spaces on the property will not create an additional and unreasonable cost to the public. E. The user agrees to any conditions that the City Council deems appropriate for permission of the use. Conditions of approval include the following: o No parking on County Road 10 or other public streets is allowed. All parking must be accommodated on site. o If parking demand for the cannabis cultivation business will exceed more than 5 cars at any one time, the applicant must submit a site plan amendment for City approval. Construction of a formal parking lot compliant with all parking performance standards will be required at the applicant’s expense. o The interim use is subject to inspection by City staff once every three years or upon receipt of a parking complaint. The Planning Commission recommended approval of the above conditions of approval for the reduced parking requirement. Summary Indoor cultivation of cannabis is a permitted use in the RR subject to compliance with performance standards. Staff find that these standards are satisfied with the current proposal. Staff asked the Planning Commission to consider if there are any desired changes to the location of the proposed landscaping required to meet performance 430 Page 14 of 14 standards. The Commission did not propose any changes to the placement of the proposed landscaping. Technically, the zoning performance standards require 10 formal parking stalls. While that formula makes sense in an industrial area, this level of parking is unnecessary for this specific business model. The existing driveway is more than sufficient for a small cannabis cultivation business within the business owners’ residence, and there will be no customer traffic at the site. The City allows a reduction in parking space requirements to be approved through an IUP. Staff believe the existing driveway, proof of parking for additional spaces, and business model justify reducing the formal parking requirement to 0 and approval of the site plan with parking satisfied with the existing driveway. Staff asked the Planning Commission to consider the proposed sunset clause and if there are any further conditions of approval that should be added to address granting the IUP. The Planning Commission proposed no changes to the language presented by staff. 4. Recommendation The Planning Commission and staff recommend approval of the following: 1. Resolution 2025-103 Approving the Site Plan and Interim Use Permit Attachments: 1. Resolution 2025-103 Approving the Site Plan and Interim use Permit 2. Application Narrative 3. City Engineering Memo 4. Public Safety Memo 5. Site Plan 6. Floor Plan 431 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-103 Page 1 of 6 Motion By: Seconded By: APPROVING A SITE PLAN AND AN INTERIM USE PERMIT FOR A CANNABIS CULTIVATION BUSINESS AT 21020 COUNTY ROAD 10 (PID 15-119-23-42-0003) (CITY FILE 25-033) WHEREAS, Nathan and Joshua Adams (“the applicant”) requested approval of a site plan to allow the operation of “High Point Gardens,” an indoor cannabis cultivation business, on the property legally described as follows: See Attachment A WHEREAS, the applicant also requested approval of an interim use permit to reduce the formal parking space requirement to 0; WHEREAS, the Planning Commission reviewed the request at a duly called public hearing and recommended approval. 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, subject to the following findings and conditions: 1. A site plan and interim use permit are approved to allow the operation of an indoor cannabis cultivation business with approximately 5 parking spaces on the existing driveway as shown on application materials and plans received by the City on September 10, 2025, with additional information received on September 11, 2025, and September 16, 2025, except as amended by this resolution. 2. The applicant must comply with all conditions in the City Engineer’s Memo dated September 16, 2025. 3. The applicant must comply with all conditions in the Public Safety Memo dated October 1, 2025. 4. An indoor cannabis cultivation business is approved based on compliance with all applicable performance standards in Section 1060.120 of the Zoning Ordinance. Ongoing compliance with these standards is required. 5. An interim use permit is granted to reduce the required formal parking spaces for the business to 0, subject to the following conditions and findings: a. The applicant provided the following data points to justify the reduction in parking requirements: i. The property is the applicant’s place of residence. ii. No customers will come to the site. 432 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-103 Page 2 of 6 iii. There are no immediate plans for employees. iv. Proof of parking reflects at least 5 parking spaces on the existing driveway that allow for sufficient parking for the applicant personal vehicles, that will be disclosed with the State and City to distribute their product to customers, as well as a small number of employees if desired in the future. v. They provided proof of parking for additional spaces should parking demand increase in the future. b. Applicable criteria are satisfied as outlined in Section 1070.030 (Interim Use Permits) of the Corcoran Zoning Ordinance: i. The application meets the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. 1. The reduced parking requirement and reliance on the existing driveway of the residence is consistent with agricultural and rural uses anticipated on this site by the Comprehensive Plan. 2. The establishment of the interim use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort of the community. The reduced parking requirement will allow the existing green, natural space to remain while protecting the agricultural and residential character of the area. There is documented space to accommodate the anticipated parking demand of the business. 3. The interim use will not be injurious to the use and enjoyment of other properties in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. There is documented space to accommodate the anticipated parking demand of the business, and granting the interim use permit will keep the parking on site in line with what is expected on a residential property. 4. The establishment of the interim use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Relying on the existing driveway for the anticipated parking demand will not prevent nor discourage the normal and orderly development and improvement of the surrounding area. 5. Adequate public facilities and services are not required for the interim use. 6. The interim use, in all other respects, conforms to the applicable regulations of the RR district in which it is located. 433 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-103 Page 3 of 6 7. The interim use and site conform to all other performance standards as specified in the Zoning Ordinance. ii. The use is allowed as an interim use of the Rural Residential zoning district. iii. The interim use shall expire immediately after one or more of the following events: 1. The property is sold or transferred to someone not listed as an applicant or property owner on the land use application for this permit. 2. The property is no longer homesteaded. 3. Parking demand for the cannabis cultivation operation exceeds 5 parking spaces at any one time. This includes parking for the personal vehicles of the operators that are disclosed for distribution of product to their customers. 4. The cannabis cultivation business ceases. 5. The cannabis cultivation business expands, and the City determines the parking demand will increase. 6. The cannabis cultivation business fails to meet City and State requirements. iv. The use will not add an unreasonable cost to the public. c. The applicant agrees and is subject to the following conditions: i. No parking on County Road 10 or other public streets is allowed. All parking must be accommodated on site. ii. If parking demand for the cannabis cultivation business is anticipated to exceed more than 5 cars at any one time, the applicant must submit a site plan amendment for City approval. 1. Construction of a formal parking lot compliant with all City parking performance standards will be required at the applicant’s expense. iii. The interim use is subject to inspection by City staff once every three years or upon receipt of a bona fide parking complaint. 6. FURTHER, that the following conditions be met prior to recording this resolution with Hennepin County: a. The applicant must provide the City with proof of license approval with the State, and the City must receive a copy of all final plans of record for the state license. 434 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-103 Page 4 of 6 b. The site plan must be revised to meet the following conditions: i. Proof of parking must show a total of 10 spaces, and all parking spaces must be dimensioned. ii. Provide lighting specifications and a photometric plan for any lighting required for effective operation of the security system. Lighting must be compliant with Section 1060.040 of the Zoning Ordinance. iii. Revise the landscaping to reflect 1 overstory tree and three understory shrubs. iv. Identify the species of the landscaping. v. Identify the size of the landscaping at the time of planting. vi. Incorporate the City’s standard detail plates for landscaping into the plan set. c. The applicant must submit a cash security to the City for the cost of landscaping. i. The applicant must provide a landscaping contractor’s estimate for the cost and installation of the proposed landscaping to identify the cash security amount. ii. Once all landscaping is installed per plan and confirmed through an inspection, the escrow security will be reduced to 25% for a period of one year while the landscaping is under warranty. iii. After successful completion of the warranty period, the remaining 25% will be released back to the applicant. 7. FURTHER, this resolution must be recorded with Hennepin County and proof of recording must be provided to the City prior to beginning operations or any site improvements. 8. FURTHER, the project escrow must remain in a positive balance and will not be closed out until all final inspections, including the landscape warranty inspection, are completed to confirm improvements were completed per plan. 9. 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 VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean 435 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-103 Page 5 of 6 Whereupon, said Resolution is hereby declared adopted on this 23rd day of October 2025. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 436 City of Corcoran October 23, 2025 County of Hennepin State of Minnesota RESOLUTION NO. 2025-103 Page 6 of 6 ATTACHMENT A The South 569.0 Feet of the West 365.45 Feet of the Northwest ¼ of the Southeast ¼ except the East 200.45 Feet of the South 66.0 Feet thereof and West 10.0 Rods (165.0 Feet) of the Southwest ¼ of the Southeast ¼ lying Northerly of County No. 10 all in Section 15, Township 119 North, Range 23, West of the 5th Principal Meridian. According to the United States Government Survey thereof and situated in Hennepin County, Minnesota. 437 Revised 03/06/2025 g ht-Hennepin Co-Op.A Security Plan,Veh ichle Dislcosure,Quality lnsurance,Storage and Standard Operati ng P lan lnventory and Accounting and Tax Compliance plans have be included with this, retail doapplication.You wt ll al SO be gett¡ng copi ES from the State AS well.S tnce we are not a sto [e'we not have hours of operation There will be conti nual use of the cu lituation eq uipment.We do not have any additional employees at this time but may h ire employees/interns in the future Our site sits on 5 acres of adjacent properties.Irprivatepropertythatrscoveredwithtrees.There rs maxmu m buffer between IS our nention to sel to any downstream licensed cannabis GOmpan res that are n need a large amount of flower 43 8 Revised 0310612025 Please attach a briefdescription ofyour proiect/reason for your request appl¡cation is to req uest the waival of the I stall park¡ng minim um requ¡rement.Since we are out of our res¡dent¡al home and with on ly 2 owners/managers there would be no need for I stâlfs.We have provided a site plan that indicates we would be able to add a o stall parki ng plan tn the ¡f need be At rh is point of time there will be no build tng to be constructed ln the future,there may be a potenital to expand and use exterio r structures.Our site plan application will be u pdated whe n/if that comes.We entend to use the existi ng residential structu re to cultivate cannabis.The basement area of the home will cond uct the culivation activies that is secu red with smart lock technology provided by ht-Hennepin Co-Op.S rnce we are not a retail store,we do not have hou rs of operation There wl il be conti nual use of the culitvation equi pment.We do not have any additional employees at this r¡me but may h rre employees/interns ¡n the futu re There will be no m pact to the septic system or well.Ou f site sits on 5 acres of private property that is covered with trees-There is maxt mu m buffer betwee n adjacent properties. Procedures for cannabis waste disposal. It is apart of our quality assurance policy to adhere to the following procedures: Definition of Cannabis Waste Plant material not intended for use (roots, stalks, unusable leaves, failed clones). Contaminated, expired, or recalled cannabis products. Cannabis rendered unusable and unrecognizable prior to disposal. 1. Preparation for Disposal Cannabis waste must be made unusable and unrecognizable from ordinary plant matter before disposal. Grind or shred cannabis. Record gross weight of cannabis waste before and after rendering. Enter wãste into the statewide tracking system (Metrc), including type, weight, date/time, and reason disposal . Storage Prior to Disposal ptace ùnusable cannabis waste in sealed, labeled containers marked "Cannabis Waste - Not for Sale." Store in a designated, access-controlled waste area until finaldisposal. Waste must not exceed regulatory storage timeframes (7-14 days)- Disposal Methods Composting We intend to compost all plant trimmings and plant matter deemed unusable for the ness (ie. Waste). lt will be shredded and chopped in a manner that plant matter. It willthen be placed on site and mixed with food used potting soil, and other organic matter to decompose. wil leave ¡r indisti nguishable from nary scraps,yardwaste cardboard, 43 9 Revised 03/06/2025 Please attach a brief descrþtion of your projecfreason for your request 4. Security & Oversight - All rendering and disposal activities must be performed or witnessed by at least two author¡zed employees. - Waste handling, storage, and d¡sposal preparation monitored by cont¡nuous video record¡ng. - Maintain custody logs documenting allstaff handling waste from preparat¡on to finaldisposal. - personal cellphone video recordings/photographs with date and time stamps and clear facial views of persons handling product will be created for the purpose of destruction logs. 5. Documentation & Reporting Date and time of disposal. Type of cannabis waste (plant mater¡al, product, etc-). Weight before render¡ng and finalweight after mixing. Disposal method (compost, incineration). Names and signatures of employees present. Disposal events entered into the statewide tracking system within required timelines. Any unusual circumstances (spills, loss, or suspected diversion) reported immediately to the iance Officer. Records kept for a m¡n¡mum of 3-5 years or as required by state law. 44 0 Revised 03/0612025 Please attach a briefdescription ofyour projectlreason for your request nt¡ng &Odor Control Measu res: to the small natu re of our indoor grow odor shou rd not be a problem externally.The basement IS ried undergrou nd and we ntent to provide the space with H E PA approved,carbon-filtered aÍ purifiers- pu rifiers will have an abi l¡ty to filter areas tar larger than the space they are tn.There will be no of any kind. System The plastic on the wall and ceili ng wil act AS a vapor and odor barrier. ventilation is criticalto maintain airflow, prevent mo¡d, and controltemperature and CO2 levels. ln/Out Exhaust Fan (optional): - Gircular air around the grow room portion of the basement. r Circulation Fans: Oscillating fans keep air moving around plants, strengthen stems, and prevent stagnant zones where insects can land or mold can develop. Four fans placed strategically to, when oscillating, hit the entire canopy. Filtration System Portable Air/Room Purifier: High grade HEPAfilter Helps prevent detection and maintains air quality. Capture dust, spores, and other particulates, protecting both plants and HVAC components. lntegration of Systems + Filtration: ln/Out fan pull/pushes air from grow space+ stale/lroUcold air exits/enters. Moving res optimum environmental conditions. Portable air purifier maintains air quality via high grade HEPA +Humidity Management: Heater/cooler and humidifier/dehumidifier respond automatically sensor readings. r Circulation: Fans prevent dead zones, helping even temperature and humidity distribution. r 1. Source of. Odor in Cannabis Facilities Flowering rooms: Highest terpene emissions, especially late bloom. Drying and curing areas: Concentrated odor release as plant matter dries. Waste handling: Trim, stalks, and discarded biomass can produce lingering snells. Engineering Controls Large HEPA approved, carbon-filtered air purifiers to absorb odor - Grow rooms kept under negative pressure to prevent leaks of untreated air. - Walls and ceiling in the grow room and curing/drying room are insulatted and wrapped in plastic to create a vapor/odor barrier. 44 1 Revised 03106/2025 Please attâch a brief description rif your proiect/reason for your requesL Administrative & Operational Procedures Monitori ng &Documentation Regu lar equ ipment inspections and perimeter checks for odor leaks Document any leaks in operations log (METRC, FarmRasie) Complaint-response protocots, including maintaining an "odor complaint log" Standard Operating Procedures (SoPs) Clearly define when f¡Iters are replaced,how waste rs stored t and how odor complaints are addressed Waste Management Practices : - Organic waste stored in sealed containers untiltime for decomposition - Composting or disposal methods that minimize odor release- Grind and mix cannabis waste with other inert material. 6. Scheduling & Segregation: - Keeping drying areas isolated with independent filtration. 7. Maintain good standing with neighbors. 44 2 Memo To: Kevin Mattson, City Engineer Public Works Director From: Steve Hegland, PE Caleb Kroeze Project: High Point Garden – Site Plan Review Date: September 16, 2025 Exhibits: This Memorandum is based on a review of the following documents: 1. High Point Garden Site Plan dated Sept 2025 Comments: General: 1. The proposed first phase of the development includes a 458 sf facility inside of the existing home with no exterior expansion. A conceptual second phase is shown on the site plan but only the first phase elements were incorporated into this review. 2. The proposed site plan appears to utilize five existing parking areas within the existing gravel area. This includes two stalls in front of the existing house, two stalls in the bump out adjacent to the existing barn and one stall in front of the existing detached garage. 3. The site plan shall be dimensioned to ensure that all of the existing parking stalls meet the necessary size requirements. If proof of parking is provided within the site plan, it shall include showing the necessary drive aisles to access the additional parking areas. 4. With the first phase, no exterior improvements are proposed so no grading plan is necessary. 5. It is assumed that the site plan will be serviced by the private will and septic system. The applicant shall be responsible for ensuring that the existing well and septic system are appropriate for the proposed operations and shall secure all approvals and permits as necessary. Hennepin County will review and permit any modifications to the septic system. Minnesota Department of Health will review and permit private well systems. 6. The proposed project is accessed off of Highway 10. Due to the nature of the business, access and traffic is not anticipated to be an issue. If any permitting for access are necessary, the applicant hall be responsible for submitting and obtaining any required access permits from Hennepin County. End of Comments 443 Page 1 of 1 MEMO Date: October 1, 2025 To: Planning From: Lieutenant Burns Re: City File 25-033 High Point Gardens A Public Safety plan review meeting was held on October 1, 2025, to review the submitted plan for High Point Gardens. In attendance were the following: Fire Chief Farrens, Building Official Rosenau, Construction Services Manager Pritchard, and Planner Klingbeil. The comments below are based on the materials submitted on September 10, 2025, and should be considered preliminary in nature. a. Any expansion of operations to include extraction activities will require Public Safety review. b. Any structural changes/alterations may require permits and review from City staff. Interior alterations will likely require a building permit. c. The applicant must work with Fire Chief Farrens to develop a plan for emergency responses related to the businesses, a key box may be required as a part of the fire alarm system. d. License requirements may include an inspection from the Building Official. 444 HI G H P O I N T G A R D E N S S I T E P L A N 21 0 2 0 C O U N T Y R O A D 1 0 , C O R C O R A N , M N NORTH DATE: SEPT 2025 LEGEND: 445 HI G H P O I N T G A R D E N S E X I S T I N G S C R E E N I N G 21 0 2 0 C O U N T Y R O A D 1 0 , C O R C O R A N , M N NORTH DATE: SEPT 2025 VIEW 1 VIEW 1 VIEW 2 VIEW 2 VIEW 3 VIEW 3 VIEW 4 VIEW 4 446 DRY ROOM GROW ROOM TOTAL GROW SPACE = 458' SQ. FT. HIGH POINT GARDENS 09/10/2025 NMAFLOOR LAYOUT - PHASE 1 BATHROOM SHEET 1 447 Corinne Brummond 8985 Bechtold Rd Corcoran, MN 55374 21st October 2025 Dear Mayor McKee and Corcoran City Council Members, I am writing to you in regards to the High Point Gardens Site Plan and IUP (city file 25-033). During the October 2nd, 2025 Corcoran City Planning Commission meeting I raised a number of concerns regarding cannabis cultivation operations including the extremely high power use (40 x more for indoor cultivation), lack of concern for the proximity to homes where minors reside despite this being a reason for the restriction on proximity to schools, daycares and public parks, and the ability to use compost as method of disposing of waste in MN during the winters. Despite these concerns, I voted to approve the site plan and IUP because it was presumed to be legal in the state of MN and therefore the city of Corcoran. I believe I was mistaken and am reaching out to correct my error. Since the planning commission met, I have looked into the supremacy clause of the US Constitution, which establishes that federal laws, treaties and the Constitution are the supreme law of the land. If a state law was to offer greater protections to a citizen, such as a higher minimum wage, then it can differ from a federal law. However, cannabis is still an illegal substance and has not gone through the proper channels of declassification as a controlled substance and approval by the FDA. Therefore, MN legalization of cannabis stands in opposition to the federal law. Dobbs v. Jackson Women’s Health Organization is an example where the Supreme Court ruled that a federal law stood and a state law was overturned. If we as a city were to permit High Point Gardens to operate, we would not only be placing them in danger of being charged with a federal crime, but we would be complicit as a city in the opposition of a federal law as well. Out of respect for the US Constitution and the order of law, we must not vote to approve this site plan and IUP at this time. Sincerely, Corinne Brummond 448 449 STAFF REPORT Agenda Item: 12.a Council Meeting: October 23, 2025 Prepared By: Deb Johnson, City Clerk Topic: 2025 City Council Schedule Action Required: Information Only Recommendation Information Only Council Action Information Only Attachments 1. 2025 City Council Meeting Calendar as of 10-14-25.pdf 450 1 2025 CITY OF CORCORAN Meetings Mayor Contracted Services Council Tom McKee tmckee@corcoranmn.gov Planning 612-638-0225 Council Quarterly Work Sess. Council Members Engineer 763-479-4209 Planning Commission Michelle R. Friedrich michelle.friedrich@corcoranmn.gov Building Inspector 763-479-1720 Parks & Trails Commissions Mark Lanterman mlanterman@corcoranmn.gov City Assessor 612-348-2943 City Holiday Jeremy Nichols jnichols@corcoranmn.gov Septic / Henn Co. 612-543-5200 Alternative Meeting Dates Dean Vehrenkamp dvehrenkamp@corcoranmn.gov Republic Services 763-972-3335 JANUARY S M T W T F S 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 FEBRUARY S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 6 7 8 MARCH S M T W T F S 23 24 25 26 27 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 APRIL S M T W T F S 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 MAY S M T W T F S 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 JUNE S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 JULY S M T W T F S 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 AUGUST S M T W T F S 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 SEPTEMBER S M T W T F S 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 OCTOBER S M T W T F S 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 NOVEMBER S M T W T F S 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 DECEMBER S M T W T F S 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 451 2 City of Corcoran 2025 City Council Schedule (as of October 15, 2025) Below is a tentative schedule for City Council meetings and events - subject to change. October 23, 2025: Work Session Community Development/Public Safety Budgets October 23, 2025 • Long-term Financial Plan (Northland) • Economic Development Strategic Plan • M&J Creekside IUP • High Point Gardens Site Plan and IUP • Rush Cerek Golf Course CUP and Site Amendment • St. John’s Sign Variance • Amira CUP November 13, 2025: Work Session Administration and Public Works/Enterprise Budgets November 13, 2025 • Charitable Gambling • Lano Sketch Plan • Firearms Ordinance Update • ALPR Camera Update November 25, 2025* (NOTE: Tuesday) • Set Fee Schedule December 11, 2025 • Truth in Taxation - 2026 Levy • Public Hearing – Ordinance Amending the Charter • City Administrator Review 452