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2018-02-22 Council Agenda Packet
*Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. The complete Council Agenda Packet is available electronically on the website at www.ci.corcoran.mn.us. Corcoran City Council Agenda February 22, 2018 - 7:00pm 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Presentations a. Planning Commission Annual Report and 2018 Priorities* b. Parks and Trails Commission Annual Report and 2018 Priorities* 6. Consent Agenda a. Draft Minutes of February 8, 2018 Council Meeting* b. Award Contracts for 2018 Road Materials and Services * c. Award Cropland Rental Contracts* d. Resolution 2018-19 Appointing Acting City Clerk* e. Temporary Liquor License – Hamel Rodeo* f. Mama G’s Optional 2AM License Renewal* 7. Claims as Presented a. Escrow Claims (Fund #500)* b. All Other Financial Claims* 8. Staff Reports / Memos / Commissions a. Commission Representatives* b. Planning Project Update* 9. Planning Business a. Development Contract for “Bass Lake Crossing South” a mixed-use development at 19219 and 19235 County Road 10* b. Public Hearing: Vacation of Drainage and Utility Easements for Ravinia 9th Addition* c. Final PUD Development Plan, PUD Amendments, Vacation and Final Plat for U.S. Home Corporation for Ravinia 9th Addition* d. Concept Plan and EAW Review – Encore* e. Pheasant Ridge 2nd Addition – PUD OSP Sketch Plan* f. Concept Plan for Maple Hill Apartments* 10. Unfinished Business a. 2018-2019 Capital Improvement Plan* b. Council Table Top Emergency Management Exercise* 11. New Business a. Equipment Purchase – Bobcat Loaders* b. Parks and Trails Commission Appointments* c. Planning Commission Appointments* 12. 2017/2018 Council Schedule* 13. Council Liaison Calendar Planning Commission 3/1/18 4/5/18 5/3/18 6/7/18 7/5/18 Keefe Thomas Bottema Dejewski LaFave *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Parks and Trails Commission 3/20/18 4/17/18 5/15/18 6/19/18 7/17/18 Available LaFave Keefe Available Bottema 14. Adjournment 5a. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 – Office 763.420.6056 – Fax E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us MEMO Meeting Date: February 22, 2018 To: City Council From: Planning Commission Re: Planning Commission Accomplishments and Priorities ______________________________________________________________________ As requested by the City Council, the Planning Commission is to update the Council on activities of the previous year and priorities for 2018. The following are some of the activities completed in 2017: Reviewed an application for a site plan and conditional use permits for Motor Café at 23030 Highway 55 Reviewed Ravinia 8th addition final plat and PUD final plan Reviewed an interim use permit for a conditional home occupation license for an upholstery business at 20125 County Road 117 Reviewed an interim use permit for a community solar garden at 23850 County Road 50 Held a public hearing and reviewed various ordinance amendments for construction regulations, junk vehicles, roadway classifications, driveway permits, timing of construction of accessory structures, outside storage, and clerical edits Held a public hearing and reviewed a preliminary plat and PUD plan for Bass Lake Crossing Participated in the update of the Comprehensive Plan Reviewed Ravinia 7th addition final plat and PUD final plan Reviewed a lot line adjustment and variance for an accessory building at 6620 Pioneer Trail Held a public hearing and reviewed a preliminary plat, final plat, and variance for Gmach Farm Subdivision Held a public hearing and reviewed amendments for an ordinance regulating community solar gardens Held a public hearing and reviewed an interim use permit and conditional home occupation license for Good Dogs MN at 10220 Trail Haven Road Reviewed a final PUD plan for Bass Lake Crossing 5a. Held a public hearing and reviewed a preliminary plat and variance for Hales Corner 2nd addition Held a public hearing and reviewed a comprehensive plan amendment, rezoning, preliminary plat, and preliminary PUD for Bass Lake Estates Reviewed ordinances governing dog kennels Attended City Council meetings as liaisons from the Commission In 2018 the Planning Commission has the following priorities: Continue work towards updating the Comprehensive Plan Consider options for tree preservation plans related to residential Planned Unit Developments (PUD); the emphasis would be on maintaining existing natural buffers to adjacent properties for privacy, keeping wildlife habitat, and preserving the natural beauty of Corcoran while encouraging future development Test zoning districts to meet density standards Review requirements for planned unit developments (PUD) The Planning Commission appreciates the support of the City Council and requests feedback on its proposed priorities for 2018. Attachments: N/A 5b. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 – Office 763.420.6056 – Fax E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us MEMO Meeting Date: February 22, 2018 To: City Council From: Parks and Trails Commission Re: Parks and Trails Commission Accomplishments and Priorities ______________________________________________________________________ As requested by the City Council, the Parks and Trails Commission is to update the Council on activities of the previous year and priorities for 2017. The following are some of the activities completed in 2017: Reviewed a lease agreement between the City of Corcoran and Rockford School District for use of athletic space for 2017 and 2018 Recommended approval of the Snyder Field press box project Reviewed an application for Community Solar Garden Reviewed a concepts for the proposed Ravinia neighborhood park; reviewed a proposed landscape plan; held an open house for area residents; recommended approval of a request for proposal for park equipment Recommended approval of an extension to the purchase agreement for the Roehlke property Received the annual report from Director of Public Safety Matt Gottschalk Reviewed a proposal for the Bass Lake Crossing development; recommended approval of land dedication for a trail and a cash in lieu of land fee Reviewed commissioner attendance requirements Accepted the resignation of Student Commissioner Karin Beck Discussed the role of the Student Commissioner position Received an annual park update from Public Works Superintendent Pat Meister Coordinated the annual tree giveaway Reviewed the 2018 budget and fee schedule Reviewed and recommended approval of a proposed Hennepin County weather station to be located on City owned property Provided direction related to the 2040 Comprehensive Plan update Reported on a pollinator summit 5b. Reviewed a proposal for the Bass Lake Estates development; recommended cash in lieu for the entire project and a trail easement Directed staff to apply for Hennepin County Youth Sports Grants Provided staff direction on park planning in northeast Corcoran Reviewed a Council directed project to use park dedication funds for a proposed trail along Larkin Road and Willow Drive Provided staff direction on a proposed job description and duties for an updated Recreation Coordinator position Directed Kevin Dale to set fees and schedule for the 2018 Corcoran Athletic Association season; Commissioners Anderson and Nybo volunteered to be on the Board of Directors for the Corcoran Athletic Association Recommended the City Council pursue the purchase of school district property in Corcoran Provided regular updates on Garden Club activities Commissioner Meister provided regular updates from the Elm Creek Watershed Commission Attended City Council meetings as liaisons from the Commission In 2018 the Parks and Trails Commission has the following priorities: Work towards updating the Comprehensive Plan Plan and design neighborhood park for Ravinia Discuss and recommend action for the proposed regional recreation amenity Support the transition from athletic association programming to City recreation programming The Parks and Trails Commission appreciates the support of the City Council and requests feedback on its proposed priorities for 2018. Attachments: N/A CITY OF CORCORAN City Council Meeting Minutes February 8, 2018 - 7:00pm The Corcoran City Council met on February 8, 2018 at City Hall in Corcoran, Minnesota. Present were Mayor Thomas, Councilor Bottema, and Councilor Dejewski. Councilors Keefe and LaFave were excused. Also present were City Administrator Martens, City Clerk/Administrative Services Coordinator Beise, Public Works Director Mattson, and Director of Public Safety Gottschalk. 1.Call to Order / Roll Call Mayor Thomas called the meeting to order at 7:00 pm. 2.Pledge of Allegiance Mayor Thomas invited all in attendance to rise and join in the Pledge of Allegiance. 3.Agenda Approval City Administrator Martens noted the addition of Item 8c. Canine Appointment Process, Item 11a. Maintenance Operator Offer, and Item 11b. Appraisal and Environmental Site Analysis - 20400 County Road 50. MOTION: made by Dejewski, seconded by Bottema to approve the agenda as amended. Voting Aye: Thomas, Bottema, and Dejewski (Motion carried 3:0) 4.Open Forum No persons were present to speak. 5.Presentations No presentations were heard. 6.Consent Agenda a.Draft Minutes of January 25, 2018 Council Meeting b.Draft Minutes of January 27, 2018 Council Work Session c.Renumbering Resolutions 2018-17 and 2018-18 MOTION: made by Bottema, seconded by Dejewski to approve the consent agenda as presented. Voting Aye: Thomas, Bottema, and Dejewski (Motion carried 3:0) 7.Claims as Presented a. Escrow Claims (Fund #500) MOTION: made by Dejewski, seconded by Bottema to approve escrow claims as presented. Voting Aye: Thomas, Bottema, and Dejewski (Motion carried 3:0) b. All Other Financial Claims MOTION: made by Bottema, seconded by Dejewski to approve all other claims as presented with the additional claims. Voting Aye: Thomas, Bottema, and Dejewski (Motion carried 3:0) 8.Staff Reports / Memos/Commissions a. Commissioner Representatives Mayor Thomas noted Planning Commissioner Schultz, Planning Commissioner Theis, and Parks Trails Commissioner Vybo were in attendance and invited them to speak on items related to their commissions. Agenda Item 6a. b. Comprehensive Plan Open House Recap City Administrator Martens presented the report noted that attendance was low, however of those persons who attended, typically stayed quite long and were able to get questions answered from staff. c. Canine Appointment Process Director of Public Safety Gottschalk provided a verbal report noting that due to the notice that the canine would be arriving February 12, 2018 the canine appointment process was expedited and officer Cody Vojacek was selected to serve as the canine officer. Director of Public Safety Gottschalk shared pictures of the canine. Council inquired about the name of the canine and the naming process. Director of Public Safety Gottschalk noted no name had yet been selected as the trainer will need to confirm the name does not interfere with commands and the canine officer will have some input into the naming. Director of Public Safety Gottschalk noted public naming contests have worked in some communities but not well in others and was not pursued. Council inquired about why a canine was selected from Europe. Director of Public Safety Gottschalk noted dogs from Europe come from a lineage of police dogs and typically have reduced health problems. Council inquired about the status of the canine officer vehicle. Director of Public Safety Gottschalk noted the vehicle had been ordered and the vehicle will then be fitted with equipment. Council inquired about the timing in between arrival and training. Officer Vojacek noted there will be bonding and socialization which will take place. 9. Planning Business No planning business was presented. 10. Unfinished Business No unfinished business was presented. 11. New Business a. Maintenance Operator Offer City Administrator Martens provided a verbal report outlining the hiring process and providing some information about the preferred candidate’s background. MOTION: made by Bottema, seconded by Dejewski to authorize the Mayor and City Administrator to draft a conditional offer and complete the process to hire the Maintenance Operator position. Voting Aye: Thomas, Bottema, and Dejewski (Motion carried 3:0) b. Appraisal and Environmental Site Analysis - 20400 County Road 50 City Administrator Martens provided a verbal report noting per authorization from the City Council the City has begun negotiating with the school district on the purchase of park land. City Administrator Martens noted due to confidentiality the school district is unable to release the appraisal and in order have the needed information for negotiations an appraisal is requested. City Administrator Martens noted that additionally typically when the city purchases land a Phase 1 Environmental Assessment is completed to understand if there were any previous uses that would impact the future use of the site. Council inquired about the timing of the environmental study and if an appraisal can be completed and price agreed upon prior to completing the environmental analysis to allow for spending the money on the environmental assessment only if needed. City Administrator Martens noted the process would be slowed down by completing the steps separately. Council discussed the process. City Administrator Martens noted he can discuss with the school district the timeline for the process and complete the environmental assessment based upon the required schedule. MOTION: made by Dejewski, seconded by Bottema to authorize the City Administrator to obtain an appraisal and Phase 1 Environmental Assessment for property at 20400 County Road 50. Voting Aye: Thomas, Bottema, and Dejewski (Motion carried 3:0) 12. 2017 Council Schedule City Administrator Martens reviewed the upcoming schedule. Councilor Bottema noted he would be able to attend the February 22, 2018. 13. Council Liaison Calendar The council liaison calendar was not reviewed, but was available in the Council packet. 14. Adjournment MOTION: made by Bottema, seconded by Dejewski to adjourn. Voting Aye: Thomas, Bottema, and Dejewski (Motion carried 3:0) Meeting adjourned at 7:19pm. ________________________________ Jessica Beise – City Clerk/Administrative Services Coordinator STAFF REPORT Agenda Item 6b. Council Meeting: February 22, 2018 Prepared By: Jessica Beise Topic: Award Contracts for 2018 Road Materials and Services Action Required: Approval Summary: Annually the City contracts for various road materials. At the January 25, 2018 Council meeting Council authorized staff to obtain quotes and bids for asphalt maintenance, dust control, sealcoating, and gravel hauling services. Advertisements for asphalt maintenance and dust control were published in the Crow River News. Advertisements for asphalt maintenance, dust control and seal coating were sent out to firms who had previously bid projects for the City of Corcoran. New this year, staff also advertised with the League of Minnesota Cities. Two quotes were received for gravel hauling. Financial/Budget: Costs to purchase the above services are included in the 2018 budget. Staff will adjust the ultimate project scope depending on the cost of the quotes and bids received. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Council Action: Approve Resolution 2018-09 Awarding Asphalt Contracts; Resolution 2018-10 Awarding Calcium Chloride Contract; Resolution 2018-11 Awarding Seal Coat Contract; and Resolution 2018-12 Awarding Gravel Hauling Contract. Attachments: 1. Resolution 2018-09 Awarding Asphalt Contracts 2. Resolution 2018-10 Awarding Calcium Chloride Contract 3. Resolution 2018-11 Awarding Seal Coat Contract 4. Outline of Engineering Calculation for Seal Coating Materials 5. Resolution 2018-12 Awarding Gravel Hauling Contract City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-09 Page 1 of 2 Motion By: Seconded By: A RESOLUTION AWARDING ASPHALT MAINTENANCE CONTRACTS WHEREAS, pursuant to bids and quotes sought for 2018 street 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 for Asphalt Maintenance: Pick Up at Plant GMH Asphalt Corp $57.70 Omann Brothers Inc $47.20 BE IT RESOLVED, that Omann Brothers. has been identified as the lowest responsible bidder for product picked up at the plant; in the event Commercial Asphalt Co. is unable to provide plant pick up on the dates required by Corcoran Public Works, the next lowest bidder will be used. Delivered to Site GMH Asphalt Corp $60.78 Omann Brothers Inc No Quote BE IT RESOLVED, that GHM Asphalt has been identified as the lowest responsible bidder for product delivered to the site; Placed on City Streets GMH Asphalt Corp $61.97 Omann Brothers Inc $52.95 BE IT RESOLVED, that Omann Brothers Paving has been identified as the lowest responsible bidder for product placed on city streets; in the event Omann Brothers Paving is unable to provide placement on city streets on the dates required by Corcoran Public Works, the next lowest bidder will be used. THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: That the Mayor and Clerk are hereby authorized and directed to enter into contracts with above identified responsible bidders in the name of the City of Corcoran for the 2018 street maintenance materials. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-09 Page 2 of 2 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February 22, 2018. ___________________________________ Tonya LaFave – Acting Mayor ATTEST: ____________________________________ City Seal Jessica Beise– City Clerk/Administrative Services Coordinator City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-10 Page 1 of 2 Motion By: Seconded By: A RESOLUTION AWARDING CALCIUM CHLORIDE CONTRACT WHEREAS, pursuant to bids and quote sought for 2018/2019 Magnesium/Calcium Chloride street maintenance materials for various streets within the City, bids and quotes were received, opened, and tabulated according to law; and WHEREAS, the following bids was received: Company Calcium Chloride Bid Magnesium Chloride Bid Durablend NSI (Northern Salt Incorporated) For 2018 & 2019 $ 0.92 No Bid No Bid Quality Propane Inc. For 2018 & 2019 No Bid $ 0.86 No Bid WHEREAS, less product is required for street maintenance, it is recommended that Calcium Chloride be the preferred street maintenance material for 2018/2019; BE IT RESOLVED, that NSI (Northern Salt Incorporated) 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 2018/2019 street maintenance materials . VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February, 2018. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-10 Page 2 of 2 ___________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise– City Clerk/Administrative Services Coordinator City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-11 Page 1 of 1 Motion By: Seconded By: A RESOLUTION AWARDING SEAL COATING CONTRACT WHEREAS, pursuant to quotes and bids sought for 2018 Seal Coating street maintenance materials for various streets within the City, bids and quotes were received, opened, and tabulated according to law; and WHEREAS, the following quotes were received: CONTRACTOR TRAP ROCK (per ton) GRANITE (per ton) BITUMINOUS (per gallon) PAVEMENT MARKERS (each) Allied Blacktop $69.00 $31.50 $3.25 $3.00 Pearson Bros $70.00 $55.00 $2.00 $0.50 BE IT RESOLVED, that Pearson Brothers Inc. has been identified as the lowest responsible bidder; THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: That the Mayor and Clerk are hereby authorized and directed to enter into contract with above identified responsible bidder in the name of the City of Corcoran for the 2018 street maintenance materials. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February, 2018. ___________________________________ Ron Thomas – Mayor ATTEST: ____________________________________ Jessica Beise – City Clerk/Administrative Services Coordinator City Seal Assume:5,280 feet Application rates:23 lbs/SY Rock 30 feet .25 gal/SY Oil 17600 SY Scenario 1 - Trap Rock Aggregate Tonnage (per mile of street) Bid Price ($/ton) Total Agg. Cost ($) Bituminous Material (per mile of street) Bid Price ($/gal) Total Oil Cost ($) Total Cost ($) Allied Blacktop 200 69.00$ 13,800.00$ 4400 3.25$ 14,300.00$ 28,100.00$ Pearson Brothers 200 70.00$ 14,000.00$ 4400 2.00$ 8,800.00$ 22,800.00$ Scenario 2 - Granite Aggregate Tonnage (per mile of street) Bid Price ($/ton) Total Agg. Cost ($) Bituminous Material (per mile of street) Bid Price ($/gal) Total Oil Cost ($) Total Cost ($) Allied Blacktop 200 31.50$ 6,300.00$ 4400 3.25$ 14,300.00$ 20,600.00$ Pearson Brothers 200 55.00$ 11,000.00$ 4400 2.00$ 8,800.00$ 19,800.00$ City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-12 Page 1 of 1 Motion By: Seconded By: A RESOLUTION AWARDING 2018 GRAVEL HAULING CONTRACT WHEREAS, pursuant to quotes sought for 2018 street maintenance materials hauling for various streets within the City, quotes were received; and Gravel Hauling Equipment Transport Sand & Gravel Inc $3.45 per ton Hjort Excavating $4.35 per ton BE IT RESOLVED, that Equipment Transport Sand & Gravel Inc. has been identified as the lowest responsible quoting party; THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, MN: That the Mayor and Clerk are hereby authorized and directed to enter into contract with above identified responsible quoting party in the name of the City of Corcoran for the 2018 street maintenance materials hauling. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February, 2018. ___________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ Jessica Beise – City Clerk/Administrative Services Coordinator City Seal STAFF REPORT Agenda Item 6c. Council Meeting: February 22, 2018 Prepared By: Jessica Beise Topic: Award Cropland Rental Contracts Action Required: Approval Summary: The City owns property near City Hall. In the past the City has requested bids for the rental of the land for farming purposes. Staff sent bidding information to nine previous bidders and advertised for bids in the Crow River News and with the League of Minnesota Cities. Staff received two bids for the rental of 48 tillable acres. Bids were opened at 10am on Monday February 12th, 2018. Bids ranged from $152.00 per acre up to $180.00 per acre for one of the parcels. Council should review the bids and award the contracts to the highest bidder. Financial/Budget: For 2018 and 2019 the land will be rented for $160.00 per acres for the 27 acre parcel and $180.00 per acres for the 21 acre parcel. The land rented for $210.00 per acre in 2016 and 2017. The 2018 performance reports and 2019 will be updated to reflect the decrease in revenue. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Council Action: Approve Resolution 2018-13 Awarding Cropland Rental Contracts. Attachments: 1. Resolution 2018-13 Awarding Cropland Rental Contracts 2. Bids List – Crop Land City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-13 Page 1 of 1 Motion By: Seconded By: A RESOLUTION AWARDING CROPLAND RENTAL CONTRACTS WHEREAS, pursuant to advertisements for bids for the rental of crop land owned by the City of Corcoran, bids received, opened and tabulated according to law, and the attached bids were received complying with the advertisement; and WHEREAS, Peter Leuer provided the highest bid for the 27 acre parcel located ½ mile north of City hall on County Road 116 (PID 13-119-23-32-0001) in the amount of $160.00/acre; and WHEREAS, Peter Leuer provided the highest bid for the 21 acre parcel lying south of City hall on County Road 116 (PID 24-119-23-23-0001) in the amount of $180.00/acre; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CORCORAN, MN: The City Administrator is hereby authorized to enter into a two year (2018 – 2019) contract with Beach Family Farms in the name of the City of Corcoran for the rental of the 21 tillable acre parcel of crop land located ½ mile north of City Hall on County Road 116 (SE corner of Schutte Road and County Road 116) in the amount of $180.00/acre; and The City Administrator is hereby authorized to enter into a two year (2018 – 2019) contract with Beach Family Farms in the name of the City of Corcoran for the rental of the 27 tillable acre parcel of crop land lying south of City Hall on County Road 116 in the amount of $160.00/acre. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February, 2018. ________________________________ Kenneth Guenthner - Mayor ATTEST: ____________________________________ City Seal Jessica Beise– City Clerk/Administrative Services Coordinator City of Corcoran 2/12/2018 2018 Cropland Bids Last Name First North Parcel Bid South Parcel Bid 21 27 Leuer Peter $180.00 $160.00 Per Acre $3,780.00 $4,320.00 Total Bid Gleason Phil $152.00 $152.00 Per Acre $3,192.00 $4,104.00 Total Bid Apparent High Bidder Highlighted in Green - Results are Unoffical Until Approved by the City Council - February 22, 2018 is the City Council Meeting Date Scheduled for Review and Approval. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-19 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPOINTING ACTING CITY CLERK WHEREAS, City Clerk/Administrative Services Coordinator Jessica Beise is scheduled to go on leave from mid-March until early June 2018 and; WHEREAS, the State of Minnesota requires that statutory and charter cities designate the function of city clerk and treasurer to a city official and; WHEREAS, City Administrator Brad Martens will act as the City Clerk/Treasurer until the return of City Clerk/Administrative Services Coordinator Jessica Beise and; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Corcoran designated City Administrator Brad Martens as acting City Clerk/Treasurer for the City of Corcoran, MN until the return of City Clerk/Administrative Services Coordinator Jessica Beise. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February, 2018. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator Agenda Item 6d. STAFF REPORT Agenda Item. 6e. Council Meeting: February 22, 2018 Prepared By: Jessica Beise Topic: Temporary Liquor License – Hamel Rodeo Action Required: Direction Summary: The City received the annual request for a temporary liquor lice nse for the Hamel Rodeo. Pursuant to Chapter 110 of the City Code, Alcoholic Beverages, and Minnesota Statues Chapter 340A, Liquor, the City requires that persons obtain approval for temporary liquor license. The applicant submitted an application and required documents for approval. Financial/Budget: N/A Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. Council Action: 1. Approve the temporary liquor license and adopt Resolution 2018-14 – Approving a 1 Day to 4 Day Temporary On-Sale Liquor License in the City of Corcoran, Minnesota. Attachments: 1. Resolution 2018-14 – Approving a 1 Day to 4 Day Temporary On-Sale Liquor License in the City of Corcoran, Minnesota City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-14 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING 1 DAY TO 4 DAY TEMPORARY ON-SALE LIQUOR LICENSE IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Liq uor License is granted effective for the dates as indicated, to the following Licensee, provided appropriate application and insurance documents. LICENSEE LICENSE LICENSE EFFECTIVE DATE Hamel Rodeo, Inc.* 1 Day to 4 Day Temporary On-Sale Liquor License July 5, 2018 – July 8, 2018 *Restricted use (purchasing and consuming) in fenced off "Beer Gardens" area only at Lions VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February, 2018. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator STAFF REPORT Agenda Item 6f. Council Meeting: February 22, 2018 Prepared By: Jessica Beise Topic: Mama G’s Optional 2AM License Renewal Action Required: Approval Summary: Mama G’s has applied annually for 2AM liquor license since 2004 when the City amended the City Code to allow for establishments to serve alcoholic beverages until 2AM. Financial/Budget: The State of Minnesota collects the licensing fee for the optional 2AM license. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. Council Action: Approve Mama G’s Optional 2AM License Renewal Application. Attachments: 1. Mama G’s Optional 2AM License Renewal Application Agenda Item 7a-b. CouncilMeeting Date: 2/22/2018 FINANCIALCLAIMS Prepared By: jrotz CHECKRANGE FUND #500ESCROW CLAIMSAgendaItem: 7a. Paid toAmountProject name 500-20335$ Wenck - Lennar - engineering 500-20335$ 40.00 Wenck - Lennar - engineering - 66thStreetdesign & construction 500-20376$ 249.Wenck - ParkPlaceStorage 500-20392$ 62.42 Wenck - MN Solar 500-20423$ Wenck - Bass LakeEstatessketch PUD17-015 500-20436$ 29.40 Wenck - PulteEncore - PUDsketch 17-029 500-20438$ Wenck - BassLake CrossingM/IHome17-012engineering 500-20439$ Wenck - BassLakeCrossing M/IHome17-012CR10turnlanes 500-20335$ Wenck - Lennar - engineering 500-20423$ Wenck - Bass LakeEstatessketch PUD17-015 500-20436$ 435.Wenck - PulteEncore - PUDsketch 17-029 500-20438$ Wenck - BassLake CrossingM/IHome17-012engineering 500-20439$ Wenck - BassLakeCrossing M/IHome17-012CR10turnlanes Total$ 29,129.56 TotalFund #500 = 29,129.56 SeeattachedPaymentsDetail) AgendaItem:7b.ALLOTHERFINANCIAL CLAIMS$ 231,315.52$ 260,445.08 TotalChecks SeeattachedCheckDetailRegister) TotalofAutoDeductions 146,053.52 TOTALEXPENDITURES FORAPPROVAL$ 406,498.60 AutoDeductions / ElectronicFundTransfer / OtherDisbursements DatePaid toAmount 2/9/2018COUNTRYSIDE CAFÉ - MEDINA, MN$ 197. 2/12/2018SPIKES FEEDSEED - LORETTO, MN$ 69.87 2/12/2018NORTH MEMORIAL MEDICAL$ 249. 2/13/2018ALLIED MEDICAL TRAINING$ 295. 2/14/2018RUNNINGSOFMONTICELLO$ 11.80 2/15/2018SUREBRANDSGROUP$ 27.00 2/16/2018PETCO - MAPLE GROVE, MN$ 169. 2/16/2018DISCOUNTMUGS.COM$ 750. 2/16/2018DISCOUNTMUGS.COM$ 811. 2/1/2018Police UniformAllowance$ 2/1/2018Net PayrollPP03$ 43,497.79 2/2/2018PaychexFee$ 370. 2/2/2018Payroll Taxes$ 17,176.71 2/7/2018PERA$ 12,588.12 2/8/2018State ofMN - MSRS$ 2/8/2018State ofMN - Roth$ 2/8/2018Optum - H SA$ 2/15/2018Paychex CGS, Garnish$ 531. 2/15/2018NetPayroll PP04$ 40,651.06 2/16/2018PayrollTaxes$ 14,726.15 2/16/2018PaychexFee$ 310. 2/6/2018Revtrak SV9T$ 121. 2/5/2018ACH FileFee$ 15.00 Total$ H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\CouncilClaims\\2018ClaimsWorkbook 02/16/189:00AMCITYOFCORCORAN Page 1 Check Detail Register© February 2018 Check AmtInvoiceComment 10100 FarmersState Bank Unpaid ABDO, EICK & MEYERS, LLP E100-41540-300 ProfessionalSrvs (GENERAL)$5,500.00392460AUDIT SERVICES2017 Total ABDO, EICK & MEYERS, LLP 5,500.00 Unpaid ALLSEASONSCANINECC E100-42100-300 ProfessionalSrvs (GENERAL)$1,200.00021418ANIMAL BOARDINGAGREEMENT Total ALLSEASONS CANINECC 1,200.00 Unpaid AMAZONCAPITALSERVICES E100-42100-417 Uniforms$192.641CQ7-9R4J-6UNIFORMS E100-43100-210 Operating Supplies (GENERAL)$199.491FC9-4VLM-CPWOPERATING SUPPLIES E100-43100-210 Operating Supplies (GENERAL)$8.421FC9-4VLM-DPW OPERATINGSUPPLIES E202-42100-213 PoliceK9$67.261TV4-6GXV-GPOLICE K9 Total AMAZON CAPITAL SERVICES 467.81 Unpaid B & DPLUMBING HEATING & AC E100-43100-223 Building RepairSupplies$472.00155958257SERVICE CALL Total B & DPLUMBING HEATING & AC 472.00 Unpaid BEAUDRYOILCOMPANY E100-43100-212 Motor Fuels$444.60463286PROPANE - 9525CAIN ROAD E100-42100-212 MotorFuels$844.25856108SQUAD FUEL E100-43100-212 MotorFuels$22.04856108GASOLINE E100-41920-210 Operating Supplies (GENERAL)$24.34856108GASOLINE E100-43100-212 Motor Fuels$1,380.50856109DIESEL E100-43100-212 Motor Fuels$1,084.89856375DIESEL Total BEAUDRYOILCOMPANY 3,800.62 Unpaid BLACKFIRECREATIVE E205-42100-210 Operating Supplies (GENERAL)$1,910.002448CORCORANPD BLUEEXPLORER SQUADPARTIAL WRAP DESIGN ANDFILEPREP - SETUP & PRICE LOCK Total BLACKFIRE CREATIVE 1,910.00 Unpaid CALIBREPRESS E100-42100-208 TrainingandInstruction$458.0057203TRAINING COURSE - JESSEOLSON/PERRYROWEN Total CALIBREPRESS 458.00 Unpaid CARDIACSCIENCE CORP E100-42100-210 Operating Supplies (GENERAL)$249.007310519SQUAD SUPPLIES - DEFIBBATTERY Total CARDIAC SCIENCE CORP 249.00 Unpaid CENTERPOINT ENERGY HOUSTON E100-43100-380 Utility & Services (GENERAL)$1,266.7102-05-18NATURAL GAS-9100 Total CENTERPOINT ENERGY HOUSTON 1,266.71 Unpaid CENTURY LINK E100-45200-321 Telephone$61.83013118LAND LINE763-420-4061 02/16/189:00AMCITYOFCORCORAN Page 2 Check Detail Register© February 2018 Check AmtInvoiceComment Total CENTURY LINK 61.83 Unpaid CENTURYLINK 91154 E100-43100-321 Telephone$131.99013118LAND LINE/FIREMONITORING-9100763-498-7515 Total CENTURYLINK91154 131.99 Unpaid CINTAS - 470 E100-43100-210 Operating Supplies (GENERAL)$0.00PUBLIC WORKS TOWELS E100-43100-210 Operating Supplies (GENERAL)$0.00PUBLIC WORKS TOWELS E100-41941-210 Operating Supplies (GENERAL)$63.85470301127CITY HALLRUGS E100-42100-223 BuildingRepairSupplies$55.16470301129PD RUGS E100-43100-210 Operating Supplies (GENERAL)$69.93470301130PW RUGS E100-41941-210 Operating Supplies (GENERAL)$61.17470301131CITYHALLRUGS E100-43100-417 Uniforms$138.14470301132PW UNIFORMS E100-41941-210 Operating Supplies (GENERAL)$63.85470304627CITYHALLRUGS E100-42100-223 Building RepairSupplies$43.50470304628PDRUGS E100-43100-210 Operating Supplies (GENERAL)$28.61470304629PW RUGS E100-41941-210 Operating Supplies (GENERAL)$61.17470304631CITY HALLRUGS E100-43100-417 Uniforms$138.14470304632PW UNIFORMS Total CINTAS - 470 723.52 Unpaid COMCAST-INTERNET E100-41941-321 Telephone$72.42021218CITY HALL INTERNET E100-42100-321 Telephone$72.43021218PD INTERNET Total COMCAST-INTERNET 144.85 Unpaid CULLIGAN BOTTLED WATER E100-41941-210 Operating Supplies (GENERAL)$104.00114X64735406OFFICE WATER Total CULLIGAN BOTTLEDWATER 104.00 Unpaid ECM PUBLISHERS INC E100-41941-210 Operating Supplies (GENERAL)$94.985703022018BUDGET SUMMARY E100-41941-210 Operating Supplies (GENERAL)$39.57570303ORDINANCE-2018-364 E100-41900-210 Operating Supplies (GENERAL)$71.23570304CROPLAND RENTALBIDS E100-41941-210 Operating Supplies (GENERAL)$51.455703052018 ASPHALT ROADMAINT. BIDS E100-43100-210 Operating Supplies (GENERAL)$59.37570306Mg/CaCl (DUSTCONTROL) BIDS Total ECMPUBLISHERS INC 316.60 Unpaid ELMCREEK WATERSHEDMGMTCOMM E100-41900-300 Professional Srvs (GENERAL)$660.00231RECOVERY EXPENSE E100-41900-300 Professional Srvs (GENERAL)$240.00232RECOVERY EXPENSE Total ELMCREEK WATERSHED MGMT COMM 900.00 Unpaid ENFORCEMENT LIGHTING, LLC E202-42100-213 PoliceK9$6,175.001805302KPEQUIPMENT SOUND SETUP Total ENFORCEMENTLIGHTING, LLC 6,175.00 Unpaid EVOLVINGSOLUTIONSINC E100-41951-300 ProfessionalSrvs (GENERAL)$210.0099323IT MANAGED SERVICE - MONTHLY 02/16/189:00AMCITYOFCORCORAN Page 3 Check Detail Register© February 2018 Check AmtInvoiceComment E100-41951-300 Professional Srvs (GENERAL)$549.0099359IT MANAGED SERVICE E100-41951-300 Professional Srvs (GENERAL)$1,350.0099375ITMANAGED SERVICE - MTH Total EVOLVINGSOLUTIONSINC 2,109.00 Unpaid FERGUSONWATERWORKS E601-49400-215 Water Meters$280.000272045METERS E601-49400-215 Water Meters$785.930272064METERS E601-49400-215 WaterMeters$2,789.730272955METERS E601-49400-215 WaterMeters$1,402.690273011METERS Total FERGUSONWATERWORKS 5,258.35 Unpaid GOPHERSTATEONE CALL E601-49400-380 Utility & Services (GENERAL)$29.708010294SERVICE E602-49450-380 Utility & Services (GENERAL)$29.708010294SERVICE Total GOPHER STATE ONECALL 59.40 Unpaid GRAINGER E100-43100-210 Operating Supplies (GENERAL)$23.949686466831SUPPLIES E100-43100-210 Operating Supplies (GENERAL)$11.979686466849SUPPLIES Total GRAINGER 35.91 Unpaid HEALTHPARTNERS E100-41300-131 Employer PaidHealth$388.0078445342HEALTH PARTNERS 3/18 INVOICE E100-41400-131 Employer PaidHealth$3,485.8978445342HEALTH PARTNERS3/18INVOICE E100-42100-131 Employer PaidHealth$6,931.5878445342HEALTH PARTNERS3/18INVOICE E100-42102-131 Employer PaidHealth$605.9078445342HEALTH PARTNERS 3/18 INVOICE E100-43100-131 EmployerPaidHealth$5,699.9778445342HEALTH PARTNERS 3/18INVOICE G100-20205 Reimbursements$1,481.5078445342HEALTH PARTNERS 3/18INVOICE - HAMILTON G100-20205 Reimbursements$1,849.5078445342HEALTH PARTNERS 3/18INVOICE - SCHUTTE Total HEALTHPARTNERS 20,442.34 Unpaid HENN COSHERIFF-MC129 E100-42100-301 Prisoner$348.001000103940PRISONERFEES - BOOKING/HOUSING E100-42100-323 Radio Units$1,080.811000104096RADIO FEES/MDC E100-43100-210 Operating Supplies (GENERAL)$162.081000104171RADIO FEES - PUBLICWORKS Total HENNCOSHERIFF-MC129 1,590.89 Unpaid HENNCTYCHIEFSOFPOLICE ASSO E100-42100-433 DuesandMemberships$150.0001-31-18GOTTSCHALK - CHIEFS OFPOLICE ASSOCIATION ANNUALDUES 2018 E100-42100-433 DuesandMemberships$130.0001-31-18BURNS - CHIEFS OFPOLICE ASSOCIATIONANNUAL DUES2018 E100-42100-208 TrainingandInstruction$360.0001-31-18TRAINING MEETINGS Total HENNCTYCHIEFSOFPOLICE ASSO 640.00 Unpaid INDOORAUTO E100-42100-220 Repair/Maint Supply (GENERAL)$500.000002645VEHICLE DETAIL Total INDOORAUTO 500.00 02/16/189:00AMCITYOFCORCORAN Page 4 Check Detail Register© February 2018 Check AmtInvoiceComment Unpaid JOTSCOMPUTER SERVICES E100-41951-300 Professional Srvs (GENERAL)$956.2525427CONTRACT SERVICE Total JOTSCOMPUTERSERVICES 956.25 Unpaid JTSERVICES, INC. E100-43100-220 Repair/Maint Supply (GENERAL)$1,000.00EST518051CRAFCO SS125DPARTS & REPAIR E100-43100-810 Refunds/Reimbursements$2,345.17EST518051CRAFCO SS125DPARTS & REPAIR Total JTSERVICES, INC. 3,345.17 Unpaid KILPATRICK, JOCLYN R100-42100-35101 Fines$60.002501 & 2520ADMIN CITATIONOVERPAYMENT - SENT TWO CHECKS. CPD# 17004523. CHECKS #2501 & 2520. Total KILPATRICK, JOCLYN 60.00 Unpaid LETGLLC E202-42100-213 PoliceK9$1,150.00INV000000000PROJECT MANAGEMENTK9 Total LETG LLC 1,150.00 Unpaid LMCIT E100-41400-364 Workers CompInsurance$2,138.0010002640-18WORK COMP2018 E100-41300-364 Workers CompInsurance$795.0010002640-18WORK COMP 2018 E100-42100-364 Workers CompInsurance$32,129.0010002640-18WORKCOMP 2018 E100-43100-364 Workers CompInsurance$18,646.0010002640-18WORK COMP2018 E100-45200-364 Workers CompInsurance$2,483.0010002640-18WORKCOMP 2018 E100-41100-364 Workers CompInsurance$67.0010002640-18WORK COMP2018 E100-41920-364 Workers CompInsurance$529.0010002640-18WORK COMP 2018 E601-49400-360 Insurance (GENERAL)$307.0010002640-18WORK COMP 2018 E602-49450-360 Insurance (GENERAL)$247.0010002640-18WORK COMP 2018 Total LMCIT 57,341.00 Unpaid METRO WESTINSPECTION SERVICES E100-42400-300 Professional Srvs (GENERAL)$19,119.751389JANUARY 2018FINALPERMITS Total METRO WESTINSPECTIONSERVICES 19,119.75 Unpaid METROPOLITAN COUNCILENVIRO E602-49450-312 MCESSewageTreatment$1,130.050001078004MATERIAL TREATMENT Total METROPOLITAN COUNCILENVIRO 1,130.05 Unpaid METROPOLITAN COUNCIL MCES E602-49450-310 OtherProfessional Services$14,760.90020918SAC ACTIVITY Total METROPOLITANCOUNCILMCES 14,760.90 Unpaid MILLER CHEVROLET E100-43100-220 Repair/Maint Supply (GENERAL)$95.18PQ24439PARTS Total MILLERCHEVROLET 95.18 Unpaid NAPAAUTOPARTS - CORCORAN E100-43100-220 Repair/Maint Supply (GENERAL)$8.69159155SUPPLIES E100-43100-220 Repair/Maint Supply (GENERAL)$0.81160688SUPPLIES 02/16/189:00AMCITYOFCORCORAN Page 5 Check Detail Register© February 2018 Check AmtInvoiceComment Total NAPA AUTO PARTS - CORCORAN 9.50 Unpaid NORTHMEMORIALEMSEDUCATION E100-42100-208 TrainingandInstruction$60.00P-NLMXW-722TRAINING Total NORTHMEMORIAL EMSEDUCATION 60.00 Unpaid NWTRAILSASSOCIATION E100-45200-530 ImprovementsOtherThan Bldgs$16,414.862018-12018 1ST BENCHMARK Total NWTRAILSASSOCIATION 16,414.86 Unpaid ONSOLVE, LLC E100-42100-380 Utility & Services (GENERAL)$4,646.00ECN-030289CODE REDFOR1-23-18 TO12-31-18 Total ONSOLVE, LLC 4,646.00 Unpaid SUNLIFEFINANCIAL E100-41300-131 Employer PaidHealth$25.90237687-2018-0EMPLOYER PAID HEALTH E100-41400-131 Employer PaidHealth$28.40237687-2018-0EMPLOYER PAID HEALTH E100-41920-131 Employer PaidHealth$25.90237687-2018-0EMPLOYER PAID HEALTH E100-42100-131 EmployerPaidHealth$374.80237687-2018-0EMPLOYER PAIDHEALTH E100-43100-131 EmployerPaidHealth$75.60237687-2018-0EMPLOYER PAIDHEALTH E100-42102-131 EmployerPaidHealth$55.15237687-2018-0EMPLOYER PAIDHEALTH G100-20205 Reimbursements$2.50237687-2018-0COBRA G100-21716 ShortTerm Disability$626.57237687-2018-0SHORTTERM DISABILITY G100-21717 LongTerm Disability$352.88237687-2018-0LONG TERM DISABILITY Total SUNLIFEFINANCIAL 1,567.70 Unpaid SYMBOLARTS E100-42100-417 Uniforms$1,785.490299283-INUNIFORM PATCHES Total SYMBOLARTS 1,785.49 Unpaid TEAMSTER LOCAL 320 G100-21707 UnionDues$343.44FEB18UNION DUES/TLDF Total TEAMSTERLOCAL 320 343.44 Unpaid TERMINAL SUPPLY CO E100-43100-210 Operating Supplies (GENERAL)$178.1484506-01SUPPLIES Total TERMINALSUPPLY CO 178.14 Unpaid TRANSUNIONRISK & ALTERNATIVE E100-42100-218 Investigations$30.303609221-0118SERVICE Total TRANSUNION RISK & ALTERNATIVE 30.30 Unpaid USBANKCORP EQUIPMENTFINANCE E100-41951-210 Operating Supplies (GENERAL)$317.00350163036COPIER LEASE Total USBANKCORP EQUIPMENTFINANCE 317.00 Unpaid VERIZONWIRELESS E100-42100-323 RadioUnits$245.079798821240RADIOUNITS - AIRCARDSMDC E100-42100-321 Telephone$343.269798821240PHONE - CELLUNIT 02/16/189:00AMCITYOFCORCORAN Page 6 Check Detail Register© February 2018 Check AmtInvoiceComment Total VERIZONWIRELESS 588.33 Unpaid WENCKASSOCIATES, INC. E101-41911-300 ProfessionalSrvs (GENERAL)$11,135.40DECEMBER 22040CORCORAN COMP PLAN E415-45200-520 Buildings and Structures$59.00DECEMBER 2PARK DEDICATION E419-43100-303 Engineering Fees$1,130.00DECEMBER 2HACKAMORE ROAD IMPROVEMENTS 2294-0028 E422-43100-530 ImprovementsOtherThanBldgs$461.13DECEMBER 2DTUTILITYPROJECT - STREET37% E422-49400-530 ImprovementsOtherThan Bldgs$348.96DECEMBER 2DT UTILITY PROJECT - WATER 28% E422-49450-530 ImprovementsOtherThan Bldgs$436.21DECEMBER 2DTUTILITY PROJECT - SEWER35% E601-49400-303 EngineeringFees$104.82DECEMBER 2WATER - ENGINEERING E602-49450-303 Engineering Fees$104.81DECEMBER 2SANITARYSEWER - ENGINEERING G500-20335 Lennar Eng PlanReview/Modific$3,036.43DECEMBER 2LENNAR - ENGINEERING G500-20335 Lennar Eng PlanReview/Modific$40.00DECEMBER2LENNAR - ENGINEERING - 66TH STREETDESIGN & CONSTRUCTION G500-20376 ParkPlace Storage$249.69DECEMBER2PARK PLACE STORAGE G500-20392 Potentia SolarInc$62.42DECEMBER2MNSOLAR G500-20423 BassLakeEstSkchPUD17-015$2,572.66DECEMBER 2BASSLAKEESTATES SKETCH PUD17-015 G500-20436 PulteEncore - PUDSkch17-029$29.40DECEMBER 2PULTE ENCORE - PUDSKETCH 17-029 G500-20438 BassLkCR M/IHomeEngineering$2,536.22DECEMBER2BASSLAKECROSSING M/IHOME 17-012 ENGINEERING G500-20439 BassLkCRM/IHome TurnLanes$1,562.00DECEMBER2BASSLAKECROSSINGM/IHOME 17-012CR10TURN LANES E100-43170-300 ProfessionalSrvs (GENERAL)$387.00DECEMBER 2GENERAL ENGINEERING SERVICES E100-43170-300 Professional Srvs (GENERAL)$193.50DECEMBER 2WILLOW LARKIN FEASIBILITY STUDY E100-43170-300 Professional Srvs (GENERAL)$2,436.00DECEMBER 2STORM WATER - ENGINEERING E100-43170-300 Professional Srvs (GENERAL)$6,544.30JANUARY 201GENERAL ENGINEERING SERVICES E100-43170-300 ProfessionalSrvs (GENERAL)$2,330.70JANUARY 201STORM WATER - ENGINEERING E101-41911-300 ProfessionalSrvs (GENERAL)$23,141.89JANUARY 2012040CORCORAN COMPPLAN E419-43100-303 Engineering Fees$66.00JANUARY 201HACKAMORE ROADIMPROVEMENTS2294-0028 E422-43100-530 ImprovementsOtherThanBldgs$626.60JANUARY201DTUTILITY PROJECT - STREET 37% E422-49400-530 ImprovementsOtherThan Bldgs$474.18JANUARY 201DT UTILITYPROJECT - WATER28% E422-49450-530 ImprovementsOtherThan Bldgs$592.73JANUARY 201DT UTILITYPROJECT - SEWER35% E601-49400-303 EngineeringFees$1,087.50JANUARY 201WATER - ENGINEERING E602-49450-303 Engineering Fees$1,135.00JANUARY201SANITARY SEWER - ENGINEERING G500-20335 Lennar Eng PlanReview/Modific$8,905.34JANUARY201LENNAR - ENGINEERING G500-20423 BassLakeEstSkch PUD17-015$1,258.90JANUARY 201BASSLAKEESTATES SKETCH PUD17-015 G500-20436 PulteEncore - PUDSkch 17-029$435.60JANUARY201PULTEENCORE - PUDSKETCH 17-029 G500-20438 BassLkCR M/IHomeEngineering$2,931.10JANUARY201BASSLAKE CROSSING M/IHOME17-012 ENGINEERING G500-20439 BassLkCRM/IHomeTurnLanes$5,509.80JANUARY 201BASSLAKECROSSING M/IHOME17-012CR10TURN LANES Total WENCK ASSOCIATES, INC. 81,925.29 Unpaid XCELENERGY E100-43100-381 Street/SignalLights$35.10579302563STREET LIGHTING 9525 CAINROAD E100-43100-381 Street/SignalLights$27.35579395442STREET LIGHTINGCR19/CR30 Total XCEL ENERGY 62.45 Unpaid ZEPSALES & SERVICE 02/16/189:00AMCITYOFCORCORAN Page 7 Check Detail Register© February 2018 Check AmtInvoiceComment E100-41941-210 Operating Supplies (GENERAL)$40.469003245629SUPPLIES Total ZEPSALES & SERVICE 40.46 10100 Farmers StateBank$260,445.08 FundSummary 10100 Farmers State Bank 100 GENERAL FUND$159,346.33 101 LONG-TERM PLANNINGFUND$34,277.29 202 POLICE DONATION FUND$7,392.26 205DWIFORFEITURE FUND$1,910.00 415PARKCAPITAL FUND$59.00 419HACKAMORE UPGRADE (LENNAR)$1,196.00 422DOWNTOWN IMPROVEMENT$2,939.81 500 ESCROWHOLDING FUND$29,129.56 601WATER$6,787.37 602 SEWER$17,407.46 260,445.08 CityofCorcoran ConsultantSummary 2/22/2018 NameInvoice DateAmount Due Carson, Clelland & Scherder Landform MetroWestInspection02/07/18 19,119.75 Rolf EricksonEnterprises WenckAssociates02/13/18$ 55,039.64 WenckAssociates02/13/18$ 26,885.65 Total$ 101,045.04 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\Council Claims\\2018ClaimsWorkbook Vendor: METRO WEST INSPECTION SRV CITY OF CORCORAN Date 2-7-18 PAYMENT VOUCHER Address: METRO WEST INSPECTION SRV BOX 248 Payment Total: $ 19,119.75 LORETTO MN 55357 Due Date: 03/09/18 Fund Department Account Description Amount - 00 20201 - INSPECTION-2015 100 20201 INSPECTION-2016 100 42400 300 INSPECTIONS 1389 19,119.75 100 20201 INSPECTION-2016 100 42400 300 INSPECTION-2017 100 42400 300 MEETINGS & PLAN REVIEWS 100 __ 42400 300 MEET INGS & PLAN REVIEWS _ 100 42200 i 300 FIRE MARSHALL INSPECTIONS TOTAL : $ 19,11975 Approved Notes Check# 31 Z53 Metro West Inspection Services. Inc. 689 Medina St, Suite 250 Loretto, MN 55357 US ks.metrowest @gmail.com INVOICE BILL TO INVOICE# 1389 City of Corcoran DATE 02/06/2018 8200 County Rd 116 DUE DATE 03/08/2018 Corcoran, MN 55340 TERMS Net 30 ACTIVITY HOURS RATE AMOUNT Finaled Permits 1 19,119.75 19,119.75 All Finaled permits January 2018 BALANCE DUE 19,119.75 METRO WEST INSPECTION SERVICES,INC. BOX 248 LORETTO,MN 55357 PH.763-479-1720 FAX 763-479-3090 BILLED TO: City of Corcoran 8200 County Rd 116 Corcoran,MN 55340 Invoice Date February 6,2018 35%Eligible Fees,100%Investigation Permit# Pem Address Mechanical,Plumbing,PlanPam* Total Fasts check,sEc 20150-0017 6507 Carriage Way 100.00 35.00 2016-00051 7145 Willow DL 90.00 31.50 2016-00058 22215 Chaparral La 90.00 31.50 2016-00063 19328 Bridle Path 4,586.90 1,605.42 2016-00065 8101 Co Rd 116 90.00 31.50 2016-00079 22600 Oakdale Dr 90.00 31.50 2016-00081 19258 Paddock Ln 200.00 70.00 2016-00089 6507 Elm St 75.00 26.25 2016-00097 6481 Bridle Path 100.00 35.00 2016-00101 19340 Bridle Path 4,519.18 1,581.71 2016-00112 6573 Bridle Path 100.00 35.00 2016-00120 19328 Bridle Path 100.00 35.00 2016-00127 2218 Chaparral La 90.00 31.50 2016-00130 22425 Rush Creek Dr 997.84 349.24 2016-00135 8925 Bechtold Rd 1,454.56 509.10 2016-00143 7585 Maple Hill Rd 180.00 63.00 2016-00145 6466 Bridle Path 100.00 35.00 2016-00146 9531 Fox Valley Dr 433.54 151.74 2016-00173 6630 Bridle Path 100.00 35.00 2016-00174 19340 Bridle Path 201.00 70.35 2016-00179 6545 Park Trail Rd 75.00 26.25 2016-00181 6235 Co Rd 101 90.00 31.50 2016-00186 6788 Lakeview Cr 75.00 26.25 2016-00192 6915 Willow Dr 150.00 52.50 2016-00195 6481 Bridle Path 15.00 5.25 2016-00203 20890 93rd Ave N 90.00 31.50 2016-00210 20209 Co Rd 50 90.00 31.50 2016-00222 19249 Paddock Ln 100.00 35.00 2016-00226 21101 Oakdale Dr 90.00 31.50 2016-00231 21725 Co Rd 10 150.00 52.50 2016-00237 19210 Paddock Ln 15.00 5.25 2016-00238 6403 Valley View Rd 90.00 31.50 2016-00240 10435 Co Rd 19 90.00 31.50 2016-00244 6642 Bridle Path 100.00 35.00 2016-00247 20920 Hidden Ponds Dr 90.00 31.50 2017-00155 6605 Co Rd 19 16,223.96 5,678.39 2017-00156 6605 Co Rd 19 14,873.73 5,205.81 2017-00177 6300 Willow Dr 4,135.88 1,447.56 2017-00242 19098 Galloway Cr 4,286.26 1,500.19 2017-00366 19512 Country Cr E 100.00 35.00 Page Total 19,119.75 Invoice Total 519,119.75 26) 1 Vendor: Wenck CITY OF CORCORAN Date: 2-13-18 PAYMENT VOUCHER Address: Wenck 1800 Pioneer Creek Center Payment Total: $ 26,915.65 PO Box 249 Maple Plain,MN 55359-0249 Due Date: 03/15/18 Fund Department Account• Description 100 43170 300 General Eng Services 387.00 100 _ 43170 300 Willow Larkin Feasibility Study 193.50 100 43170 Storm 0 r 100 i 43170 300 Storm Water-Engineering 2,436.00 61135.300 2040 CORCORAN COMP PLAN 411,1--_ F 411 43100 303 PW Building i 415 45200 520 PARK DEDICATION 59.00 419 43100_ - 303 HACKAMORE ROAD IMPROVEMENTS 2294-0028 1,130.00 422 ± 43100 530 DT UTILITY PROJECT-STREET 37% 3.: ` l/rr 13 422 49400 530 DT UTILITY PROJECT-WATER 28% 422 49450 530 DT UTILITY PROJECT-SEWER 35% 601 49400 303 Water-Engineering oti,a 602 49450 303 Sanitary Sewer-Engineering 19.150 (09.$t 602 49450 303 MCES SEWER EXTENSION 1 500 20247 Sunram Permits,Acct.#500-20247 1500 20335 I LENNAR-ENGINEERING 3,076.$3, 31036441 500 20335 I LENNAR-ENGINEERING-66th Street Design 8 Construction N0,ta 500 20369 Sunram Permits,Acct.#500-20.3.69 500 20376 PARK PLACE STORAGE 249.69 500 20389 STREHLER ESTATES 16-001 500 _ 20392 MN SOLAR 62.42 500 20415 MI HOMES 500 20418 Pheasant Rime Sketch 17-009 500 20423 Bass Lake Estates Sketch PUD 17-015 2,572.66 500 20425 Gmach Prelim/Final Plat 17-017 1 500 20434 Hoppe-Lot Consolid. 17-027 1500 L_ 20436 Pulte Encore-PUD Skch17-029 29.40 500 20438 Bass Lake Crossing M/I Home 17-012 Engineering 2,536.22 500J 20439 Bass Lake Crossing M/I Home 17-012 CR 10 TURN LANES 1,562.00 TOTAL: $ 65 ?> Oi 10.sr h c .T "'°g Approved Notes Check# r a 61Ilf s1 voy v WENCK ASSOCIATES Responsive partner. FEB 1 3 2018Exceptionaloutcomes.es. January 18, 2018 Mr. Brad Martens City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 RE: Wenck's December 2017 Invoices Dear Brad: Engineering efforts for December involved work on the Comprehensive Plan and Willow Larkin. Project work for developments included Bass Lake Crossings, Bass Lake Estates, and Lennar. Roads involved with developments included work on 66th Street, turn lanes on CR 10, and Hackamore Road. Unbilled time was approximately 8 hours and included office hours at City Hall and preparation and meeting time (over 1.0 hour) for the Willow Larkin public hearing. If you have any questions as you review this letter or our invoices, please contact me at 763- 479-4209, ktorve @wenck.com, or City Hall. Sincerely, Wenck Associates, Inc. Kent Torve, P.E., LEED AP Principal enc: December 2017 Invoices] Wenck Associates, Inc. I 1800 Pioneer Creek Center I P.O. Box 249 I Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp @wenck.com Web wenck.com VAT VAY Mr. Brad Martens WENCK City Administrator ASSOCIATES January 18, 2018 Responsive partner. Exceptional outcomes. City of Corcoran December 2017 Invoices City Projects Invoice no. Project nos. Project name Amount 11709416 2294-01 General Engineering Services WW1°-3' 200 Planning 387.00 I-L- N19 1,3W 500-05 2040 Corcoran Comprehensive Plan 10,941.90 1t)i- 2,436.00 I°""`"31?3 600-01 Stormwater/WCA Tasks uL 31,,w 193.50700-06 Willow Larkin Feasibility Study 900 Utilities 209.63 661-N 9M 3 6 oZ LO,p $193.50 6 a'4q t5 . 3 900-03 Northeast Sewer l I'll S SZ`"SZ 950 Ravinia Park Design 59.00 Total $ 14,420.53 11709425 82294-0023 Downtown Utility and Street Project 2014 200 Surveying 3n,Qa ezvADue. 900 Construction Inspection 1,246.30 LA 11 f•Jvs-1 Total $ -.1,276.30 -, Total City Projects $ 15,696.83 Escrow Projects Invoice no. Project nos. Project name Amount 11709418 2294-17 Lennar Development 100 Engineering &Project Coordination 322.50 300 Construction Inspection 2,713.93 SW 4og3S Total $ -.3,036.43 11709428 B2294-0027 CR 10 Turn Lanes Phase 400 Initial Construction Plan Engineering 1,562.00 500-2oNr Total $ —1,562.00 11709429 B2294-0028 Hackamore Road Improvements Phase 050 Preliminary Design &Engineering Coordination 1,130.00 gli' I131Ud-363 Total $ ..1,130.00 11709430 B2294-0031 66th Street Design and Construction Professional Services 40.00 2U?? Total $40.00 Ste' S 11709431 B2294-0032 Escrow Projects CUV 2p37 Phase 01 Park Place Storage,Acct. 249.69 1 Phase 02 Bass Lake MI Homes 2,536.22 5-06,Z69'D Phase 04 Bass Lake Estates and Storage 2,572.66 S V '7'`' 3 Phase 06 Solar_Blattner Project 62.42 c0u -Z°3`12. Total $ 5,420.99 11709432 B2294-0033 Pulte NE Sewer and Development Feasibility Study u Z0W3b Phase 150 Wetlands 29.40 5U Total $ 29.40 Total Escrow Projects $ 11,218.82 an\in.nirec anA Ri cluer Trarkcr etr\9ur 7itJ liar<m her\flcrcmh>r Jflt rnvcr Lffar Anrr Invoice Total $ , .65 t 3551 be T:\2294-C nrrnc 1 Invoice V V A January 5, 2018 Invoice No: 11709416 E N C K City of Corcoran, MN 8200 County Road 116 Responsive partner. Corcoran, MN 55340 Exceptional outcomes. Project Manager Kent Torve Project 2294-01 Corcoran General Engineering Services Professional Services Through December 31. 2017 Phase 200 PLANNING PLANNING Professional Personnel Hours Rate Amount Torve, Kent 3.00 129.00 387.00 Totals 3.00 387.00 Total Labor 387.00 Phase Total 387.00 Phase 500-05 2040 Comprehensive Plan 2040 Corcoran Comprehensive Plan Professional Personnel Hours Rate Amount Bowers, Matthew 46.90 149.00 6,988.10 Shuck,Jordan 13.30 112.00 1,489.60 Terhaar, Edward 8.00 150.00 1,200.00 Torve, Kent 9.80 129.00 1,264.20 Totals 78.00 10,941.90 Total Labor 10,941.90 Phase Total 10,941.90 Phase 600-01 Stormwater/WCA General Tasks Stormwater/WCA General Tasks Professional Personnel Hours Rate Amount Dietrich, Meaghan 30 95.00 28.50 Nelson, Susan 32.10 75.00 2,407.50 Totals 32.40 2,436.00 Total Labor 2,436.00 Phase Total 2,436.00 Phase 700-06 TrailHaven/Willow Larkin FS Willow Larkin Feasibility Study Professional Personnel Hours Rate Amount Torve, Kent 1.50 129.00 193.50 Totals 1.50 193.50 Total Labor 193.50 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11709416 Phase Total 193.50 Phase 900 Utilities Utilities Professional Personnel Hours Rate Amount Wyers, Nicholas 2.50 80.00 200.00 Totals 2.50 200.00 Total Labor 200.00 Reimbursable Expenses Mileage - Reimbursable 9.63 Total Reimbursables 9.63 9.63 Phase Total 209.63 Phase 900-03 Northeast Sewer Northeast Sewer Professional Personnel Hours Rate Amount Torve, Kent 1.50 129.00 193.50 Totals 1.50 193.50 Total Labor 193.50 Phase Total 193.50 Phase 950 Ravinia Park Design Ravinia Park Design Professional Personnel Hours Rate Amount Jonett, Lucius 50 118.00 59.00 Totals 50 59.00 Total Labor 59.00 Phase Total 59.00 Total Invoice Amount 14,420.53 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 2 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11709416 Billing Backup Friday,January 5, 2018 WAI-Wenck Associates,Inc. Invoice 11709416 Dated 1/5/2018 2:03:57 PM Project 2294-01 Corcoran General Engineering Services Phase 200 PLANNING PLANNING Professional Personnel Hours Rate Amount 063 961 -Torve, Kent 12/6/2017 1.00 129.00 129.00 DRC 063 961 -Torve, Kent 12/13/2017 1.00 129.00 129.00 DRC 063 961 -Torve, Kent 12/20/2017 1.00 129.00 129.00 DRC Totals 3.00 387.00 Total Labor 387.00 Phase Total 387.00 Phase 500-05 2040 Comprehensive Plan 2040 Corcoran Comprehensive Plan Professional Personnel Hours Rate Amount 030 943 -Bowers, Matthew 12/5/2017 3.60 149.00 536.40 Comp Plan - Sewer 030 943 - Bowers, Matthew 12/6/2017 9.60 149.00 1,430.40 Comp Plan -Sewer 030 943 - Bowers, Matthew 12/11/2017 8.50 149.00 1,266.50 Comp Plan -Internal Draft 030 943 - Bowers, Matthew 12/12/2017 9.40 149.00 1,400.60 Comp Plan - Internal Draft 030 943 - Bowers, Matthew 12/13/2017 10.50 149.00 1,564.50 Comp Plan -Internal Draft 030 943 - Bowers, Matthew 12/27/2017 1.40 149.00 208.60 Tech Review 030 943 - Bowers, Matthew 12/28/2017 3.90 149.00 581.10 Tech Review 243 932-Shuck,Jordan 12/5/2017 1.50 112.00 168.00 Parks and Trails Map 243 932-Shuck,Jordan 12/11/2017 30 112.00 33.60 mapping 243 932-Shuck,Jordan 12/13/2017 1.50 112.00 168.00 mapping 243 932 -Shuck,Jordan 12/14/2017 6.00 112.00 672.00 mapping 243 932 -Shuck,Jordan 12/18/2017 1.50 112.00 168.00 trails map and trails lengths 243 932- Shuck,Jordan 12/21/2017 2.50 112.00 280.00 mapping 293 943 -Terhaar, Edward 12/7/2017 8.00 150.00 1,200.00 comp plan figures 063 961 -Torve, Kent 12/11/2017 1.30 129.00 167.70 Figures and schedule for deliverables INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 3 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11709416 063 961 -Torve, Kent 12/12/2017 2.50 129.00 322.50 Master Plans for Comp Plan and Local Water Plan edits 063 961 -Torve, Kent 12/13/2017 2.50 129.00 322.50 Master Plans for Comp Plan and meeting on LWMP 063 961 -Torve, Kent 12/14/2017 2.00 129.00 258.00 Master Plans for Comp Plan 063 961 -Torve, Kent 12/27/2017 1.50 129.00 193.50 LWMP CIP and followup revisoins Totals 78.00 10,941.90 Total Labor 10,941.90 Phase Total 10,941.90 Phase 600-01 Stormwater/WCA General Tasks Stormwater/WCA General Tasks Professional Personnel Hours Rate Amount 697 923 - Dietrich, Meaghan 12/20/2017 30 95.00 28.50 MS4 permit renewal updates 335 923 - Nelson, Susan 12/1/2017 1.00 75.00 75.00 LSWMP: Continue review and revisions for consistency, clarity, acronyms, references. 335 923 - Nelson, Susan 12/5/2017 2.50 75.00 187.50 LSWMP- review for clarity and consistency,acronyms and terms, references. 335 923 - Nelson,Susan 12/8/2017 4.40 75.00 330.00 LSWMP: revise SWA section, write executive summary, PDF,email Kevin, Kent and Diane. 335 923 - Nelson, Susan 12/12/2017 50 75.00 37.50 LSWMP: Respond to Kent's email regarding meeting, send Outlook appts, revise parts of Local Plan and PDF. 335 923 - Nelson, Susan 12/13/2017 1.00 75.00 75.00 LSWMP: Meeting with Kevin Mattson, Kent Torve, Kendra Lindahl at City Hall. 335 923 - Nelson, Susan 12/14/2017 1.00 75.00 75.00 LSWMP: Revise Chapter 5 (implementation and capital improvement plan) with Kent's edits,copy to separate Word document, email to Kevin, Kent, and Kendra. 335 923 -Nelson, Susan 12/15/2017 1.70 75.00 127.50 LSWMP: Copy files from 12/13 meeting, update schedule in SmartSheet, search for and download DMR data for Maple Hill Estates WWTF,compile data in spreadsheet. 335 923 - Nelson, Susan 12/19/2017 1.00 75.00 75.00 LSWMP: Receive and review Kendra's comments; email Jordan regarding maps; email Kirsten Barta regarding manure management ordinance. 335 923 - Nelson, Susan 12/20/2017 2.00 75.00 150.00 LSWMP: Review Kendra's comments on Section 2.2, revise and send text; email Meaghan Dietrich and Sarah Nalven regarding Corcoran MS4 staffing; email Kevin Mattson to ask about last week's watershed meeting; begin revising LSWMP based on comments from Kent and Kendra; summarize Maple Hills DMR data. 335 923 - Nelson, Susan 12/21/2017 2.00 75.00 150.00 LSWMP: download additional DMR data, enter in spreadsheet, calculate 2017 totals. 335 923 - Nelson,Susan 12/22/2017 1.00 75.00 75.00 LSWMP: continue revising based on Kent's comments. 335 923 - Nelson, Susan 12/26/2017 1.00 75.00 75.00 LSWMP: Read Elm Creek TMDL and WRAPS for information about bacteria impairment in Rush Creek; continue writing about the benefits of closing the Maple Hills Estate WWTF. INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 4 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11709416 335 923 -Nelson, Susan 12/27/2017 5.50 75.00 412.50 LSWMP: Continue edits and revisions, call Kevin Mattson and email information related to Local Plan. 335 923 - Nelson, Susan 12/28/2017 7.50 75.00 562.50 LSWMP: Continue edits and revisions, add Jordan's updated figures, compose summary for Comp Plan. Totals 32.40 2,436.00 Total Labor 2,436.00 Phase Total 2,436.00 Phase 700-06 TrailHaven/Willow Larkin FS Willow Larkin Feasibility Study Professional Personnel Hours Rate Amount 063 961 -Torve, Kent 12/14/2017 1.50 129.00 193.50 Meeting prep and site visit Totals 1.50 193.50 Total Labor 193.50 Phase Total 193.50 Phase 900 Utilities Utilities Professional Personnel Hours Rate Amount 706 922 -Wyers, Nicholas 12/8/2017 50 80.00 40.00 Meeting over sewer and water GIS figures 706 922-Wyers, Nicholas 12/11/2017 50 80.00 40.00 review locate ticket for Brockton and CSAH 10 706 922-Wyers, Nicholas 12/13/2017 1.00 80.00 80.00 onsite meeting for locate ticket for Brockton and CSAH 10 706 922-Wyers, Nicholas 12/18/2017 50 80.00 40.00 send maps for locate ticket to SRF for Brockton Lane Totals 2.50 200.00 Total Labor 200.00 Reimbursable Expenses Mileage-Reimbursable EX 000000027000 12/13/2017 Wyers, Nicholas/site visit (18) 9.63 Total Reimbursables 9.63 9.63 Phase Total 209.63 Phase 900-03 Northeast Sewer Northeast Sewer Professional Personnel Hours Rate Amount 063 961 -Torve, Kent 12/6/2017 1.50 129.00 193.50 NE sewer invert analysis for CR 50 Totals 1.50 193.50 Total Labor 193.50 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 5 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11709416 Phase Total 193.50 Phase 950 Ravinia Park Design Ravinia Park Design Professional Personnel Flours Rate Amount 482 932 -Jonett, Lucius 12/12/2017 50 118.00 59.00 Dimension play ground areas and coordinate on plan finalization with Brad for sidewalks, retaining walls,etc. Totals 50 59.00 Total Labor 59.00 Phase Total 59.00 Project Total 14,420.53 Total this Report 14,420.53 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 6 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice vv January 5, 2018 Invoice No: 11709418 I E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Corcoran, MN 55340 Exceptional outcomes. Project Manager Kent Torve Project 2294-17 Lennar Development Professional Services Through December 31. 2017 Phase 100 Engineering &Project Coordination Engineering &Project Coordination Professional Personnel Hours Rate Amount Torve, Kent 2.50 129.00 322.50 Totals 2.50 322.50 Total Labor 322.50 Phase Total 322.50 Phase 300 Construction Inspection Construction Inspection Professional Personnel Hours Rate Amount Noreen, Adam 1.50 112.00 168.00 Schmidt, Rowdy 14.50 115.00 1,667.50 Wyers, Nicholas 8.80 80.00 704.00 Totals 24.80 2,539.50 Total Labor 2,539.50 Reimbursable Expenses Mileage- Reimbursable 174.43 Total Reimbursables 174.43 174.43 Phase Total 2,713.93 Total Invoice Amount 3,036.43 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice VA. January 5, 2018 Invoice No: 11709425 lislE N C K Brad Martens City of Corcoran, MN Responsive partner.8200 County Road 116 Corcoran, MN 55340 Exceptional outcomes. Project Manager Kent Torve Project B2294-0023 Downtown Utility and Street Project 2014 Professional Services Through December 31. 2017 Phase 200 Route Surveying and Easements Route Surveying and Easements Unit Billing Trimble GPS Unit Total Units 30.00 30.00 Phase Total 30.00 Phase 900 Construction Inspection Construction Inspection Professional Personnel Hours Rate Amount Daniels, Peter 40 97.00 38.80 Schmidt, Rowdy 2.50 115.00 287.50 Wyers, Nicholas 11.50 80.00 920.00 Totals 14.40 1,246.30 Total Labor 1,246.30 Phase Total 1,246.30 Total Invoice Amount 1,276.30 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting@wenck.com Web www.wenck.com Invoice VA.A January 5, 2018 Invoice No: 11709428 1N E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0027 CR 10 Turn Lanes Professional Services Through December 31. 2017 Phase 400 Initial Construction Plan Engineering Initial Construction Plan Engineering Professional Personnel Hours Rate Amount Hegland, Steven 2.80 115.00 322.00 Wyers, Nicholas 15.50 80.00 1,240.00 Totals 18.30 1,562.00 Total Labor 1,562.00 Phase Total 1,562.00 Total Invoice Amount 1,562.00 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice TA.A January 5, 2018 Invoice No: 11709429 W E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0028 Hackamore Road Improvements Professional Services Through December 31. 2017 Phase 050 Preliminary Design &Engineering Coordin Preliminary Design &Engineering Coordination Professional Personnel Hours Rate Amount Hegland, Steven 6.00 115.00 690.00 Wyers, Nicholas 5.50 80.00 440.00 Totals 11.50 1,130.00 Total Labor 1,130.00 Phase Total 1,130.00 Total Invoice Amount 1,130.00 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice V V A January 5, 2018 Invoice No: 11709430 I'I(E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0031 66th Street Design and Construction Professional Services Through December 31, 2017 Professional Personnel Hours Rate Amount Wyers, Nicholas 50 80.00 40.00 Totals 50 40.00 Total Labor 40.00 Total Invoice Amount 40.00 Current Prior Total Billing Summary 40.00 7,676.00 7,716.00 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice VA.A January 5, 2018 Invoice No: 11709431 I (E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Corcoran, MN 55340 Exceptional outcomes. Project Manager Kent Torve Project B2294-0032 Escrow Projects Professional Services Through December 31, 2017 Phase 01 Park Place Storage, Acct. #500-20261 Park Place Storage,Acct. #500-20261 Professional Personnel Hours Rate Amount Wyers, Nicholas 2.80 80.00 224.00 Totals 2.80 224.00 Total Labor 224.00 Reimbursable Expenses Mileage- Reimbursable 25.69 Total Reimbursables 25.69 25.69 Phase Total 249.69 Phase 02 Bass Lake Crossings Bass Lake Crossings Professional Personnel Hours Rate Amount Schmidt, Rowdy 5.00 115.00 575.00 Templin, Kirby 10.90 108.00 1,177.20 Torve, Kent 5.20 129.00 670.80 Wyers, Nicholas 80 80.00 64.00 Totals 21.90 2,487.00 Total Labor 2,487.00 Reimbursable Expenses Mileage- Reimbursable 49.22 Total Reimbursables 49.22 49.22 Phase Total 2,536.22 Phase 04 Bass Lake Estates and Storage Bass Lake Estates and Storage Professional Personnel Hours Rate Amount Schmidt, Rowdy 5.00 115.00 575.00 Torve, Kent 8.30 129.00 1,070.70 Wyers, Nicholas 11.50 80.00 920.00 Totals 24.80 2,565.70 Total Labor 2,565.70 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project B2294-0032 Escrow Projects Invoice 11709431 Reimbursable Expenses Mileage- Reimbursable 6.96 Total Reimbursables 6.96 6.96 Phase Total 2,572.66 Phase 06 Solar_Blattner Project Solar_Blattner Project Professional Personnel Hours Rate Amount Wyers, Nicholas 70 80.00 56.00 Totals 70 56.00 Total Labor 56.00 Reimbursable Expenses Mileage- Reimbursable 6.42 Total Reimbursables 6.42 6.42 Phase Total 62.42 Total Invoice Amount 5,420.99 Current Prior Total Billing Summary 5,420.99 29,528.73 34,949.72 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 2 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice V V January 5, 2018 Invoice No: 11709432 W E N C K Kevin Mattson City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes.Corcoran, MN 55340 p Project Manager Kent Torve Project B2294-0033 Pulte NE Sewer and Development Feasibility Study Professional Services Through December 31. 2017 Phase 150 Wetlands Wetlands Professional Personnel Hours Rate Amount Boll,Wesley 30 98.00 29.40 Totals 30 29.40 Total Labor 29.40 Phase Total 29.40 Total Invoice Amount 29.40 Current Prior Total Billing Summary 29.40 29,109.60 29,139.00 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Vendor Wenck CITY OF CORCORAN Date: 2-13-18 PAYMENT VOUCHER Address: Wenck 1800 Pioneer Creek Center Payment Total: $ 55,039.64 PO Box 249 Maple Plain,MN 55359-0249 Due Date: 03/15/18 Fund_j,_.Department Account Description 100 1 43170 L__300 General Eng Services Of 41443O.$ -te2,3...se- 1 oo ; 43170 J 300j Willow Larkin Feasibility Sty 100 1 43170 300 i Storm Water-Enieerin_g 2,330.70 101 j 41911 4 300 ',_ 2040 CORCORAN COMP PLAN OS 14 I;lb $,-2.27663-90 I L 11 L 4310 303 ; PW Building 415 I 45200 520 PARK DEDICATION 419 43100 303 i HACKAMORE ROAD IMPROVEMENTS 2294-0028 66.00 r-- 422 43100 530 J DT UTILITY PROJECT-STREET 37% 626.60 1 422 49400 530 DT UTILITY PROJECT-WATER 28% 474.18 422 49450 530 _J DT UTILITY PROJECT-SEWER 35% 592.73 1 60149400I 303 _ Lj Water-Engineering I ogzso $,..2432.00 4- 3 16024945003 Sanitary Sewer-Engineerin,g_ t•L .5..0 $ -589750 143"tr 602 49450 303 j MCES SEWER EXTENSION 500 20247 i J Sunram Permits,Acct.#500-20247 500 20335 r._ LENNAR-ENGINEERING 8,905.34 500 20335 1 LENNAR-ENGINEERING-66th Street Design&Construction r- J 500 1 20369 Sunram Permits,Acct.#500-20369 i; 500 20376 PARK PLACE STORAGE 500 20389 STREHLER ESTATES 16-001 500 20392 MN SOLAR 500 20415 I MI HOMES j 500 20418 Pheasant Ridge Sketch 17-009 r —500 20423 1 Bass Lake Estates Sketch PUD 17-015 1,258.90 j 500 20425 Gmach Prelim/Final Plat 17-017 1 500 20434 Hoppe-Lot Consolid. 17-0271—1 500 20436 1 Pulte Encore-PUD Skch 17-029 435.60 500 j 20438 1 Bass Lake Crossing M/I Home 17-012 Engineering 2,931.10 500J 20439 j Bass Lake Crossing M/I Home 17-012 CR 10 TURN LANES 5,509.80 TOTAL: 1 $ 55,039.64 Approved Notes Check# 41‘ 1 4 4114 12-1(3 41Zr voy WENCK ASSOCIATES FEB Responsive partner. LD 1 0 Exceptional outcomes. February 12, 2018 Mr. Brad Martens City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 RE: Wenck's January 2018 Invoices Dear Brad: Engineering efforts for January involved work on the Comprehensive Plan, Stormwater, Standard Plate update, small utility meeting, and work for developments included Bass Lake Crossings, Bass Lake Estates, and Lennar. The major work for the Comprehensive Plan was completed in January, so that time allotment is expected to reduce dramatically moving forward. Unbilled time was approximately 20 hours and included office hours at City Hall, workforce planning for engineering in 2018, coordination for the Comprehensive Plan Open House and no time over 1.0 hours for the evening meeting on January 29tH If you have any questions as you review this letter or our invoices, please contact me at 763- 479-4209, ktorve @wenck.com, or City Hall. Sincerely, Wenck Associates, Inc. Kent Torve, P.E., LEED AP Principal enc: January 2018 Invoices] Wenck Associates,Inc. I 1800 Pioneer Creek Center I P.O. Box 249 I Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp @wenck.com Web wenck.com vv YAV Mr. Brad Martens WENCKCityAdministrator February 12, 2018 IM=331 Responsive partner. Exceptional outcomes. City of Corcoran January 2018 Invoices City Projects Invoice no. Project nos. Project name Amount 11800610 2294-01 General Engineering Services 200 Planning 34116,0 $ - 199.60 lou-ttrit 500-01 General Wk 5,404.50 job "1317') 5')1 500-05 2040 Corcoran Comprehensive Plan 44.1.112R,73,00$4%-22,563.90 ILA-I-11411-3°L) 600-01 Stormwater/WCA Tasks 2,330.70 luu-43174) 700-01 MnDOT State Aid 1,008.00 lou-9317"'"3") 900 Utilities 2,056.00 900-01 Water 74 $ 76.00 64 m 900-02 Sewer 117,50 $389.50 601-1045°- "") Total $ 34,028.20 11800604 82294-0023 Downtown Utility and Street Project 2014 900 Construction Inspection 503.50 950 Project Closeout 1,190.00 Total $ 1,693.50 Total City Projects $ 35,721.70 Escrow Projects— Invoice no. Project nos. Project name Amount 11800601 2294-17 Lennar Development 100 Engineering & Project Coordination 792.60 200 Construction Plan Reviews and Approvals 5,568.90 300 Construction Inspection 2,543.84 o33C Total $ ...--8,905.34 50O-- 11800605 82294-0027 CR 10 Turn Lanes Phase 400 Initial Construction Plan Engineering 5,509.80 26`43"1 6t7"vTotal $ 5,509.80 11800606 B2294-0028 Hackamore Road Improvements Phase 050 Preliminary Design & Engineering Coordination 66.00 1-111"r0A3- 3 Total $ 11800607 B2294-0032 Escrow Projects Phase 02 Bass Lake MI Homes 2,931.10 5-(>0-7-°`10 Phase 04 Bass Lake Estates and Storage 1,258.90 Sou Phase 05 Small Projects 211.20 Total $ 4,401.20 11800608 B2294-0033 Pulte NE Sewer and Development Feasibility Study Phase 200 Development Plan Review 435.60 Total $435.60 Total Escrow Projects $ 19,317.94 2 Invoice Total $ 55,039.64 T:\2294-Corcoran\Invoices and Budget Tracker etc\201.8\01.January\January 2018 cover letter.docx Invoice V V A February 7, 2018 Invoice No: 11800610 f(E N C K City of Corcoran, MN 8200 County Road 116 Responsive partner. Corcoran, MN 55340 Exceptional outcomes. Project Manager Kent Torve Project 2294-01 Corcoran General Engineering Services Professional Services Through January 31, 2018 Phase 200 PLANNING PLANNING Professional Personnel Hours Rate Amount Torve, Kent 30 132.00 39.60 Totals 30 39.60 Total Labor 39.60 Reimbursable Expenses Report Supplies/Printing-Reimbursable 60.00 Total Reimbursables 160.00 160.00 Phase Total 199.60 Phase 500-01 General General Professional Personnel Hours Rate Amount Butler, Samuel 12.00 83.00 996.00 Raymond, Luann 1.30 70.00 91.00 Schmidt, Rowdy 8.00 119.00 952.00 Shuck,Jordan 50 119.00 59.50 Tapper, Noah 19.00 83.00 1,577.00 Wyers, Nicholas 18.20 95.00 1,729.00 Totals 59.00 5,404.50 Total Labor 5,404.50 Phase Total 5,404.50 Phase 500-05 2040 Comprehensive Plan 2040 Corcoran Comprehensive Plan Professional Personnel Hours Rate Amount Bowers, Matthew 50.00 153.00 7,650.00 ENO Erickson, Mindy 50 60.00 30.00 Schmidt, Rowdy 1.00 119.00 119.00 Shuck,Jordan 48.50 119.00 5,771.50 W Terhaar, Edward 31.00 153.00 4,743.00 Torve, Kent 32.20 132.00 4,250.40 Totals 163.20 22,563.90 Total Labor 22,563.90 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 Phase Total 22,563.90 Phase 600-01 Stormwater/WCA General Tasks Stormwater/WCA General Tasks Professional Personnel Hours Rate Amount Dietrich, Meaghan 1.40 119.00 166.60 Erickson, Mindy 50 60.00 30.00 Nelson, Susan 19.30 75.00 1,447.50 Shuck,Jordan 1.00 119.00 119.00 Torve, Kent 4.30 132.00 567.60 Tota Is 26.50 2,330.70 Total Labor 2,330.70 Phase Total 2,330.70 Phase 700-01 MnDOT State Aid MnDOT State Aid Professional Personnel Hours Rate Amount Terhaar, Edward 4.00 153.00 612.00 Torve, Kent 3.00 132.00 396.00 Tota Is 7.00 1,008.00 Total Labor 1,008.00 Phase Total 1,008.00 Phase 900 Utilities Utilities Professional Personnel Hours Rate Amount Schmidt, Rowdy 2.00 119.00 238.00 Shuck,Jordan 4.50 119.00 535.50 Wyers, Nicholas 13.50 95.00 1,282.50 Totals 20.00 2,056.00 Total Labor 2,056.00 Phase Total 2,056.00 Phase 900-01 Water Water Professional Personnel Hours Rate Amount Wyers, Nicholas 80 95.00 76.00 Tota Is 80 76.00 Total Labor 76.00 Phase Total 76.00 Phase 900-02 Sewer Sewer Professional Personnel Hours Rate Amount Wyers, Nicholas 4.10 95.00 389.50 Totals 4.10 389.50 Total Labor 389.50 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 2 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 Phase Total 389.50 Total Invoice Amount 34,028.20 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 3 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.comWebwww.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 243 933 - Shuck,Jordan 1/24/2018 1.00 119.00 119.00 GPS GIS Setup for Mattson 706 922-Wyers, Nicholas 1/12/2018 1.50 95.00 142.50 City wide small utility meeting setup 706 922 - Wyers, Nicholas 1/16/2018 1.50 95.00 142.50 calling utilites from small utility locate meeting 706 922-Wyers, Nicholas 1/17/2018 70 95.00 66.50 contacting small utilities for meeting 706 922-Wyers, Nicholas 1/18/2018 30 95.00 28.50 coordinate for small utility meeting 706 922 -Wyers, Nicholas 1/19/2018 1.00 95.00 95.00 phase 9 plan review 706 922 -Wyers, Nicholas 1/22/2018 2.00 95.00 190.00 small utility locate meeting set up, 706 922-Wyers, Nicholas 1/23/2018 1.00 95.00 95.00 small utility meeting set up, send maps for locate ticket 706 922- Wyers, Nicholas 1/30/2018 50 95.00 47.50 coordination for general utility meeting 706 922- Wyers, Nicholas 1/31/2018 5.00 95.00 475.00 coordination for general utility meeting Totals 20.00 2,056.00 Total Labor 2,056.00 Phase Total 2,056.00 Phase 900-01 Water Water Professional Personnel Hours Rate Amount V706922 - Wyers, Nicholas 1/11/2018 80 95.00 76.00 update water from asbuilts for GIS comp plan Totals 80 76.00 Total Labor 6.0 Phase Total 76.00 Phase 900-02 Sewer Sewer Professional Personnel Hours Rate A f JI,}I 706 922 - Wyers, Nicholas 1/3/2018 2.00 95.00 190.00 40 C! Rush Creek ditch survey for potential trunk sewer crossing g°706 922-Wyers, Nicholas 1/10/2018 1.30 95.00 123.50 update sewer comp maps 706 922- Wyers, Nicholas 1/16/2018 30 95.00 28.5 update information for sewer comp plan 706 922 - Wyers, Nicholas 1/23/2018 50 95.00 47.50 sewer and water hookup inspection (Commercial Door) Coordination Totals 4.10 389.50 Total Labor 389.50 Phase Total 389.50 1 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 9 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center 1POBox249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com i Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 Billing Backup Wednesday, February 7, 2018 WAI -Wenck Associates, Inc. Invoice 11800610 Dated 2/7/2018 4:50:56 PM Project 2294-01 Corcoran General Engineering Services Phase 200 PLANNING PLANNING Professional Personnel Hours Rate Amount 063 963 -Torve, Kent 1/10/2018 30 132.00 39.60 DRC Totals 30 39.60 Total Labor 39.60 Reimbursable Expenses Report Supplies/Printing-Reimbursable MI 00000PLOTTER 1/31/2018 MP Plotter Log/ bond plots (5) 100.00 MI 00000PLOTTER 1/31/2018 MP Plotter Log/Vellum (10) 60.00 Total Reimbursables 160.00 160.00 Phase Total 199.60 Phase 500-01 General General Professional Personnel Hours Rate Amount 895 921 - Butler, Samuel 1/18/2018 2.00 83.00 166.00 edit corcoarn details 895 921 - Butler, Samuel 1/19/2018 8.00 83.00 664.00 edit and add corcoran details 895 921 - Butler, Samuel 1/22/2018 2.00 83.00 166.00 standard details 714 911 - Raymond, Luann 1/10/2018 90 70.00 63.00 monthly invoicing reports 714 911 - Raymond, Luann 1/18/2018 40 70.00 28.00 Preparing cover letter and invoices for email 394 941 -Schmidt, Rowdy 1/22/2018 2.00 119.00 238.00 update engineering design manual/details 394 941 - Schmidt, Rowdy 1/23/2018 3.00 119.00 357.00 update engineering design manual/details 394 941 - Schmidt, Rowdy 1/26/2018 1.00 119.00 1119.001 setup city R1 gps 394 941 -Schmidt, Rowdy 1/30/2018 2.00 119.00 238.00 update engineering design manual/details 243 933 - Shuck,Jordan 1/29/2018 50 119.00 59.50 CODE RED Shapefile prep for Mattson 896 921 -Tapper, Noah 1/16/2018 4.50 83.00 373.50 Detail revision/updates 896 921 -Tapper, Noah 1/17/2018 4.50 83.00 373.50 Detail revision/updates 896 921 -Tapper, Noah 1/18/2018 2.00 83.00 166.00 STD. Detail revision updates 896 921 -Tapper, Noah 1/19/2018 8.00 83.00 664.00 Detail revision/updates INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 4 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 706 922-Wyers, Nicholas 1/18/2018 1.00 95.00 95.00 engineering design review, update details 706 922- Wyers, Nicholas 1/19/2018 1.00 95.00 95.00 engineering design standard review 706 922 -Wyers, Nicholas 1/24/2018 5.20 95.00 494.00 review enginerring standards 706 922 - Wyers, Nicholas 1/29/2018 4.50 95.00 427.50 engineering design standards review 706 922-Wyers, Nicholas 1/30/2018 3.50 95.00 332.50 engineering design standards review and updates 706 922-Wyers, Nicholas 1/31/2018 3.00 95.00 285.00 engineering design standards review and update Totals 59.00 5,404.50 Total Labor 5,404.50 Phase Total 5,404.50 Phase 500-05 2040 Comprehensive Plan 2040 Corcoran Comprehensive Plan Professional Personnel Hours Rate Amount 030 952- Bowers, Matthew 1/2/2018 4.50 153.00 688.50 Comp Plan &Tech Memo 030 952 - Bowers, Matthew 1/3/2018 4.90 153.00 749.70 Tech Memo on 30" 030 952 - Bowers, Matthew 1/4/2018 8.70 153.00 1,331.10 Tech Memo on 30" 030 952 - Bowers, Matthew 1/8/2018 7.10 153.00 1,086.30 Tech Memo on 30" Sewer 030 952 - Bowers, Matthew 1/9/2018 5.80 153.00 887.40 Tech Memo on 30" Sewer 030 952 - Bowers, Matthew 1/10/2018 5.90 153.00 902.70 Tech Memo/Comp Plan Tweaks 030 952 - Bowers, Matthew 1/17/2018 2.50 153.00 382.50 Comp Plan/Misc 030 952- Bowers, Matthew 1/18/2018 1.60 153.00 244.80 Comp Plan/Misc 030 952 - Bowers, Matthew 1/22/2018 3.90 153.00 596.70 Mtg w/Client&Tech Review/Edits 030 952 - Bowers, Matthew 1/23/2018 1.40 153.00 214.20 Redline for WW Flow Projection 030 952 - Bowers, Matthew 1/24/2018 50 153.00 76.50 Tech Review 030 952 - Bowers, Matthew 1/25/2018 2.20 153.00 336.60 Open House Mtrls 030 952- Bowers, Matthew 1/30/2018 60 153.00 91.80 Pulte R/W Question &Gen Ping 030 952- Bowers, Matthew 1/31/2018 40 153.00 61.20 Technical Review 651 911 - Erickson, Mindy 1/18/2018 50 60.00 30.00 Assemble print-out for K. Torve 394 941 -Schmidt, Rowdy 1/24/2018 1.00 119.00 119.00 updates on comp plan 243 933 - Shuck,Jordan 1/2/2018 7.00 119.00 833.00 mapping 243 933 -Shuck,Jordan 1/3/2018 3.50 119.00 416.50 meeting t t I INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 5 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 243 933 -Shuck,Jordan 1/5/2018 1.00 119.00 119.00 mapping 243 933 - Shuck,Jordan 1/8/2018 50 119.00 59.50 30 inch gravity map 243 933 - Shuck,Jordan 1/9/2018 1.00 119.00 119.00 mapping 243 933 - Shuck,Jordan 1/10/2018 4.00 119.00 476.00 mapping 243 933 - Shuck,Jordan 1/11/2018 4.00 119.00 476.00 mapping 243 933 -Shuck,Jordan 1/12/2018 4.00 119.00 476.00 mapping 243 933 -Shuck,Jordan 1/16/2018 1.00 119.00 119.00 mapping 243 933 -Shuck,Jordan 1/17/2018 2.00 119.00 238.00 mapping 243 933 -Shuck,Jordan 1/18/2018 3.00 119.00 357.00 mapping 243 933 -Shuck, Jordan 1/22/2018 4.00 119.00 476.00 Figure review/meeting with Mattson 243 933 -Shuck,Jordan 1/23/2018 2.00 119.00 238.00 mapping 243 933 - Shuck,Jordan 1/24/2018 4.00 119.00 476.00 mapping and figure meeting 243 933 - Shuck,Jordan 1/25/2018 4.00 119.00 476.00 mapping 243 933 - Shuck,Jordan 1/26/2018 3.00 119.00 357.00 mapping, banners and printing 243 933 - Shuck,Jordan 1/29/2018 50 119.00 59.50 Landuse Tables for Kendra 293 951 -Terhaar, Edward 1/5/2018 6.00 153.00 918.00 transportation plan updates 293 951 -Terhaar, Edward 1/8/2018 5.00 153.00 765.00 transportation plan updates 293 951 -Terhaar, Edward 1/9/2018 6.00 153.00 918.00 transportation plan updates 293 951 -Terhaar, Edward 1/10/2018 4.00 153.00 612.00 transportation plan updates 293 951 -Terhaar, Edward 1/11/2018 1.00 153.00 153.00 transportation plan updates 293 951 -Terhaar, Edward 1/18/2018 2.00 153.00 306.00 transportation plan updates 293 951 -Terhaar, Edward 1/22/2018 4.00 153.00 612.00 transportation plan updates 293 951 -Terhaar, Edward 1/23/2018 2.00 153.00 306.00 transportation plan updates 293 951 -Terhaar, Edward 1/29/2018 1.00 153.00 153.00 transportation plan updates 063 963 -Torve, Kent 1/3/2018 1.80 132.00 237.60 Group meeting on Figures and Comp Plan 063 963 -Torve, Kent 1/5/2018 50 132.00 66.00 Water Plan review memo edits to Kevin 063 963 -Torve, Kent 1/10/2018 3.50 132.00 462.00 Meeting and followup tasks for Draft 063 963 -Torve, Kent 1/16/2018 3.50 132.00 462.00 Local Water plan meeting prep, Implementation and CIP 063 963 -Torve, Kent 1/17/2018 5.00 132.00 660.00 Staff meeting and followup work on sewer, water,figures and transportation INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 6 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 063 963 -Torve, Kent 1/19/2018 3.40 132.00 448.80 Figure review, sewer and water chapter review 063 963 -Torve, Kent 1/22/2018 3.50 132.00 462.00 Complete setof figure editing and review 063 963 -Torve, Kent 1/24/2018 5.50 132.00 726.00 staff review of figures, changes, FAQs,Text review 063 963 -Torve, Kent 1/29/2018 1.00 132.00 132.00 Open House meeting 1.0 hours 063 963 -Torve, Kent 1/30/2018 1.50 132.00 198.00 Final Draft Utility chapters 063 963 -Torve, Kent 1/31/2018 3.00 132.00 396.00 Staff review and Final Draft Edits for Packet Totals 163.20 22,563.90 Total Labor 22,563.90 Phase Total 22,563.90 Phase 600-01 Stormwater/WCA General Tasks Stormwater/WCA General Tasks Professional Personnel Hours Rate Amount 697 923 - Dietrich, Meaghan 1/2/2018 70 119.00 83.30 MS4 permit renewal meeting and follow up 697 923 - Dietrich, Meaghan 1/4/2018 20 119.00 23.80 MS4 renewal reminder 697 923 - Dietrich, Meaghan 1/18/2018 30 119.00 35.70 MS4 permit renewal -discuss with Corcoran 697 923 - Dietrich, Meaghan 1/24/2018 20 119.00 23.80 MS4 updates 651 911 - Erickson, Mindy 1/19/2018 50 60.00 30.00 Format pdfs for S. Nelson 335 923 - Nelson, Susan 1/3/2018 2.00 75.00 150.00 LSWMP: continue edits and updates, fix formatting, PDF and email second draft to Kevin Mattson. 335 923 - Nelson, Susan 1/16/2018 2.00 75.00 150.00 LSWMP- meeting with Kent and Kevin Mattson regarding implementation and capital improvement plans. 335 923 - Nelson, Susan 1/18/2018 3.00 75.00 225.00 LSWMP- review watershed goals and policies, draft same for LSWMP, email to Kevin Mattson, Mike Pritchard, Kent Torve. 335 923 - Nelson, Susan 1/19/2018 2.00 75.00 150.00 LSWMP- review Kent's emails, continue edits, exchange emails with Mindy Erickson and Jordan Shuck. 335 923 - Nelson, Susan 1/23/2018 1.50 75.00 112.50 LSWMP: Update implementation program and capital improvement plan with figures from Brad Martens, Kevin Mattson,and Kent Torve. Email financial analysis to Kevin. Compress images in document, fix formatting, PDF and post to Smartsheet. Email FAQs, goals &policies, and summary to Kendra Lindahl, Kevin and Mike Pritchard, and Kent. 335 923 - Nelson, Susan 1/24/2018 2.30 75.00 172.50 LSWMP: Revise financial analysis with Kevin's edits. Email Judie Anderson for cost share policy and LGU agreement. Review Local Plan for MS4-related information and email to Meaghan Dietrich and Sarah Nalven. 335 923 - Nelson, Susan 1/25/2018 1.50 75.00 112.50 Reivew One Watershed, One Plan from North Fork Crow River Water Planning Partnership, note comments and questions. 335 923 - Nelson, Susan 1/26/2018 2.00 75.00 150.00 Reivew One Watershed, One Plan from North Fork Crow River Water Planning Partnership, note comments and questions. INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 7 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 335 923 - Nelson, Susan 1/29/2018 1.00 75.00 75.00 Continued review of One Watershed, One Plan from North Fork Crow River Water Planning Partnership; emailed questions to Brad, copied Kevin and Kent. 335 923 - Nelson, Susan 1/30/2018 1.50 75.00 112.50 Phosphorus TMDL benefit from septic system removal: Use U of MN septic system impact spreadsheet to estimate phosphorus and bacteria reduction; search for WWTP discharge permit and limits; search for additional documentation regarding septic system impacts (found Ryan Lefers' report about Kawishiwi River Watershed Septic System Assessment). 335 923 - Nelson, Susan 1/31/2018 50 75.00 37.50 Phosphorus TMDL benefit of septic system removal: Review Kawishiwi River Watershed Septic System Assessment report, relate to U of MN septic system impact spreadsheet; email Kent. 243 933 - Shuck,Jordan 1/31/2018 1.00 119.00 119.00 Meeting with Ernie Mayers, per Kevin 063 963 -Torve, Kent 1/10/2018 2.50 132.00 330.00 Maple Hill Phosphorus removal analysis for watershed 063 963 -Torve, Kent 1/11/2018 30 132.00 39.60 Council meeting prep on Local Water PLan 063 963 -Torve, Kent 1/22/2018 1.50 132.00 198.00 Local plan CIP and implementation Totals 26.50 2,330.70 Total Labor 2,330.70 Phase Total 2,330.70 Phase 700-01 MnDOT State Aid MnDOT State Aid Professional Personnel Hours Rate Amount 293 951 -Terhaar, Edward 1/2/2018 1.00 153.00 153.00 mileage certification 293 951 -Terhaar, Edward 1/10/2018 1.00 153.00 153.00 state aid system questions 293 951 -Terhaar, Edward 1/26/2018 1.00 153.00 153.00 state aid needs updates 293 951 -Terhaar, Edward 1/29/2018 1.00 153.00 153.00 state aid needs updates 063 963 -Torve, Kent 1/11/2018 3.00 132.00 396.00 Travel, meeting and followup Totals 7.00 1,008.00 Total Labor 1,008.00 Phase Total 1,008.00 Phase 900 Utilities Utilities Professional Personnel Hours Rate Amount 394 941 - Schmidt, Rowdy 1/31/2018 2.00 119.00 238.00 Small Utility Meeting Corcoran City Hall 243 933 -Shuck,Jordan 1/22/2018 1.50 119.00 178.50 GPS GIS Setup for Mattson 243 933 - Shuck,Jordan 1/23/2018 2.00 119.00 238.00 GPS GIS Setup for Mattson INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 8 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-01 Corcoran General Engineering Services Invoice 11800610 Project Total 34,028.20 Total this Report 34,028.20 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 10 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice A February 7, 2018 Invoice No: 11800601 W E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project 2294-17 Lennar Development Professional Services Through January 31, 2018 Phase 100 Engineering &Project Coordination Engineering &Project Coordination Professional Personnel Hours Rate Amount Torve, Kent 4.30 132.00 567.60 Wenck,Todd 1.50 150.00 225.00 Totals 5.80 792.60 Total Labor 792.60 Phase Total 792.60 Phase 200 Construction Plan Reviews and Approvals Construction Plan Reviews and Approvals Professional Personnel Hours Rate Amount Butler,Samuel 3.00 83.00 249.00 Schmidt, Rowdy 28.00 119.00 3,332.00 Templin, Kirby 6.50 119.00 773.50 Torve, Kent 9.20 132.00 1,214.40 Totals 46.70 5,568.90 Total Labor 5,568.90 Phase Total 5,568.90 Phase 300 Construction Inspection Construction Inspection Professional Personnel Hours Rate Amount Noreen,Adam 2.00 112.00 224.00 Tapper, Noah 3.00 83.00 249.00 Wyers, Nicholas 21.50 95.00 2,042.50 Totals 26.50 2,515.50 Total Labor 2,515.50 Reimbursable Expenses 1 Mileage - Reimbursable 28.34 Total Reimbursables 28.34 28.34 Phase Total 2,543.84 Total Invoice Amount 8,905.34 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project 2294-17 Lennar Development Invoice 11800601 Outstanding Invoices Number Date Balance 11709418 1/5/2018 3,036.43 Total 3,036.43 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 2 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice VAT February 7, 2018 Invoice No: 11800604 W E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0023 Downtown Utility and Street Project 2014 Professional Services Through January 31. 2018 Phase 900 Construction Inspection Construction Inspection Professional Personnel Hours Rate Amount Wyers, Nicholas 5.30 95.00 503.50 Totals 5.30 503.50 Total Labor 503.50 Phase Total 503.50 Phase 950 Project Closeout Project Closeout Professional Personnel Hours Rate Amount Schmidt, Rowdy 8.50 119.00 1,011.50 Shuck,Jordan 1.50 119.00 178.50 Totals 10.00 1,190.00 Total Labor 1,190.00 Phase Total 1,190.00 Total Invoice Amount 1,693.50 Outstanding Invoices Number Date Balance 11709425 1/5/2018 1,276.30 Total 1,276.30 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice A February 7, 2018 Invoice No: 11800605 W E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0027 CR 10 Turn Lanes Professional Services Through January 31. 2018 Phase 400 Construction Plan Engineering Construction Plan Engineering Professional Personnel Hours Rate Amount Hegland, Steven 1.50 122.00 183.00 Louwagie, Shawn 17.10 122.00 2,086.20 Torve, Kent 80 132.00 105.60 Wyers, Nicholas 33.00 95.00 3,135.00 Totals 52.40 5,509.80 Total Labor 5,509.80 Phase Total 5,509.80 Total Invoice Amount 5,509.80 Outstanding Invoices Number Date Balance 11709428 1/5/2018 1,562.00 Total 1,562.00 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice V V February 7, 2018 Invoice No: 11800606 A!E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0028 Hackamore Road Improvements Professional Services Through January 31, 2018 Phase 050 Preliminary Design &Engineering Coordin Preliminary Design &Engineering Coordination Professional Personnel Hours Rate Amount Torve, Kent 50 132.00 66.00 Totals 50 66.00 Total Labor 66.00 Phase Total 66.00 Total Invoice Amount 66.00 Outstanding Invoices Number Date Balance 11709429 1/5/2018 1,130.00 Total 1,130.00 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice VA. vikv February 7, 2018 Invoice No: 11800607 I/ E N C K Brad Martens City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0032 Escrow Projects Professional Services Through January 31, 2018 Phase 02 Bass Lake Crossings Bass Lake Crossings Professional Personnel Hours Rate Amount Schmidt, Rowdy 4.50 119.00 535.50 Templin, Kirby 2.50 119.00 297.50 Torve, Kent 12.80 132.00 1,689.60 Wyers, Nicholas 4.30 95.00 408.50 Totals 24.10 2,931.10 Total Labor 2,931.10 Phase Total 2,931.10 Phase 04 Bass Lake Estates and Storage Bass Lake Estates and Storage Professional Personnel Hours Rate Amount Schmidt, Rowdy 5.50 119.00 654.50 Torve, Kent 1.70 132.00 224.40 Wyers, Nicholas 4.00 95.00 380.00 Totals 11.20 1,258.90 Total Labor 1,258.90 Phase Total 1,258.90 Phase 05 Small Projects Small Projects Professional Personnel Hours Rate Amount Torve, Kent 1.60 132.00 211.20 Totals 1.60 211.20 Total Labor 211.20 Phase Total 211.20 Total Invoice Amount 4,401.20 l Outstanding Invoices Number Date Balance 11709431 1/5/2018 5,420.99 Total 5,420.99 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249- Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Project B2294-0032 Escrow Projects Invoice 11800607 Current Prior Total Billing Summary 4,401.20 34,949.72 39,350.92 i INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the Page 2 invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com Invoice VA. February 7, 2018 Invoice No: 11800608 f,J'E N C K Kevin Mattson City of Corcoran, MN Responsive partner. 8200 County Road 116 Exceptional outcomes. Corcoran, MN 55340 Project Manager Kent Torve Project B2294-0033 Pulte NE Sewer and Development Feasibility Study Professional Services Through January 31. 2018 Phase 200 Development Plan Review Development Plan Review Professional Personnel Hours Rate Amount Torve, Kent 3.30 132.00 435.60 Totals 3.30 435.60 Total Labor 435.60 Phase Total 435.60 Total Invoice Amount 435.60 Outstanding Invoices Number Date Balance 11709432 1/5/2018 29.40 Total 29.40 Current Prior Total Billing Summary 435.60 29,139.00 29,574.60 INVOICES ARE DUE UPON PRESENTATION. Subject to 1-1/2% 18%Annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41-1520095 -Wenck Associates, Inc.-1800 Pioneer Creek Center PO Box 249-Maple Plain, MN 55359-0249 Toll Free:800-472-2232 Main:763-479-4200 E-mail:accounting @wenck.com Web www.wenck.com STAFF REPORT Agenda Item 8a. Council Meeting: February 22, 2018 Prepared By: Brad Martens Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the February 8th Council meeting are as follows: Planning Commission: Alan Schultz Parks and Trails Commission: Tom Anderson Financial/Budget: N/A Alignment with Values: This item relates to the following adopted values: OPEN AND HONEST COMMUNICATION We believe that open and honest communication is essential for an informed and involved citizenry and to foster a positive working environment for employees. EQUAL OPPORTUNITY We believe that every employee and citizen should be afforded an equal opportunity to participate in all aspects of employment, citizenship, and governance in the City of Corcoran based exclusively on their ability to contribute. Options: N/A Recommendation N/A Council Action: N/A Attachments: N/A Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE February 13, 2018 TO Brad Martens CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications Projects in italics are new Project marked with an * have moved from active to approved The following is a summary of project status for current, active projects: 1.2040 Corcoran Comprehensive Plan (City file 17-001). This year-long process was kicked off with a joint City Council/Commission work session on March 16th followed by a community open house on April 17th and several commission meetings and Council work sessions. he next Council work session is scheduled for February 15th. 2.Bass Lake Estates Final PUD Development Plan and Final Plat at 19235 and 19219 CR 10 (PID 2511923440002 and 2511923440003) (City file 17-036). The Final PUD Development Plan was reviewed at the January 4th Planning Commission meeting. The applicant went to the December 28th and January 11th meeting to ask for a waiver from the development contract letter of credit requirements. The Council agreed. The Final Plat and Final PUD Development Plan approved by the Council on January 25th. However, staff and the City attorney will need to rewrite the development agreement to address the different financial guarantees, therefore, the Development Agreement will be a condition of plat approval and will be brought back to the February 22nd Council meeting for approval. 3.Dog Kennel Ordinance Update (City file 17-037). The Council directed the Planning Commission to review the Kennel standards in the ordinance and make a recommendation about whether any changes are needed. The Commission discussed the item at their October 5th meeting and asked that it be placed on a future meeting agenda for more discussion. The Planning Commission discussed this at the January 4th meeting and their recommendation was presented to the Council at the January 25th meeting for consideration. At their January 25th meeting, Council considered the Commission’s recommendation, but instead directed staff to prepare a draft ordinance that only allows kennels in commercial zoning districts and schedule for a Public Hearing at the Planning Commission and Council action in April/May. 4.Animal Ordinance (city file 17-038). The City has received questions about allowing animals in commercial areas, specifically bees and chickens. The Council considered this item at their January 25th meeting and established a subcommittee to review the issues and bring back a recommendation to the City Council. 5.Small Cell and DAS Ordinance Amendment (City file 17-039). Minnesota’s telecommunications right-of-way user state law (SF1456), regarding small wireless facilities, was signed into law on May 30, 2017. It grants wireless service providers access to the public right-of-way to construct, maintain and operate small wireless facilities and wireless support structures. Various sections of the city and zoning code need to be amended to be consistent with state law. At their January 25th meeting, Agenda Item 8b. MEMORANDUM 2 Council directed staff to prepare a draft ordinance and schedule for a Public Hearing at the Planning Commission and Council action in April/May. 6. Preliminary Plat for “Rush Creek Run” at 7320 Rolling Hills Road (PID 28-119-23-22-0003) (city file 18-001). A request by Linda and John Whisney for a preliminary plat to create 6 lots. The applicant is currently working to make the application complete and staff expects it to be scheduled for March Parks & Trails Commission Review and April Planning Commission and City Council review. 7. OS&P Sketch Plan for “Pheasant Ridge 2nd Addition” at 10000 Ebert Road PID 03-119-23-31- 0003, 03-119-23-43-0005, 03-119-23-41-0002) (City File 18-003). Tony Bolduc has submitted a request for sketch plan review of an OS&P plat with 30 lots (2 with existing homes) and 4 outlots. The City Council will review the request at the February 22nd meeting. 8. EAW and Sketch Plan for “Encore” (PID 1211923120001, 0111923430002 & 0111923440001) (city file 18-004). Pulte has submitted a revised sketch plan and is working with the City to prepare an EAW (Environmental Assessment Worksheet) for approval of 393 single family lots. The City Council will review this item at their February 22nd meeting. Also, there are several projects that have been approved, but are still not filed and closed out: 1. Corcoran Business Park (City file 06-005). The City Council granted a one-year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. Staff has spoken to the applicant and will schedule a meeting when more information is available on the Loretto sewer project. 2. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (City file 12-002). Hope Ministries submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released, but we are holding the escrow pending completion of the approved landscaping. The applicant has indicated that they are considering a site plan amendment application to modify the approved plans. Staff met again with Pastor Brian Lother in July 2017 to discuss the outstanding issues and future expansion plans on the property. 3. Sawgrass Preliminary Plat, Preliminary PUD Development Plan and Rezoning for on Schendel property at 20400 County Road 10 (City file 14-027). The City Council approved the request on December 11, 2014 and granted the applicant 2 years to apply for the final plat and final PUD development plan. Peachtree Partners did not buy the property, but a different developer could still proceed with the approved plan. On December 9, 2016, the applicant submitted a written request to extend the approvals for an additional year. Staff recommended that this request be reviewed by the City Council, but adequate time was not provided to place this on a Council agenda prior to expiration. Staff administratively approved an extension until February 28, 2017 so that this request for extension could be considered at the February 23, 2017 Council meeting. At that meeting, the City Council approved a one year extension. The City Council approved another one year extension at the January 55, 2018 meeting. 4. Commercial Door Addition at 7670 Commerce Street (City file 15-010) The City received an application for approval of a building addition, which required a conditional use permit, interim use permit, variance and site plan approval. The project was reviewed at a public hearing at the June 4th Planning Commission meeting and was approved by the City Council on June 25th. The required landscaping will be finalized and constructed after the downtown infrastructure project is completed. The City will release the remaining escrow when the planting is completed. 5. Private Drive Ordinance Amendment (City file 16-003). The City Council approved an ordinance amendment allowing private drives in the Rural Residential district, subject to certain conditions. However, after adoption the City Council directed staff to revisit this issue and consider an ordinance amendment to eliminate the requirement that private drives off paved roads must be paved. The City Council approved the amendment on May 26th. The Council also identified additional issues that should be reviewed and discussed at a future date. MEMORANDUM 3 6. Pulte Homes of Minnesota LLC request for sketch plan review of “Encore” at 9975 CR 101 (PID 12-119-23-12-0001) (city file 17-029). Pulte has submitted a sketch plan review for a residential development on this property. The item was reviewed by the City Council at the September 28th meeting. 7. *Sign Ordinance Update (city file 17-033). The Council asked staff to bring back options for increasing the amount of dynamic message boards allowed in the City. At the October 26th meeting, the Council directed staff to schedule this item for a public hearing at the Planning Commission to increase the allowed area of dynamic sign to 60% and reduce the message change limit from 12 to 6 seconds. The Planning Commission held a public hearing at their January 4th meeting and recommended approval. The City Council approved the amendment at the January 25th Council meeting. 8. Park Place Storage Phase 2 (City file 17-034). The Master Plan for Park Place Storage was approved in 2016. The Council approved the entire project but noted that each phase would need to submit for site plan approval. This was primarily a condition to ensure that all engineering issues were adequately addressed for each phase. Phase I is under construction and the applicant has submitted an application for administrative site plan approval for Phase 2 (to the south of Phase 1). The application was administratively approved. 9. *Pheasant Acres Golf Club at 10705 County Road 116 (city file 17-035). Pheasant Acres has applied for a site plan amendment and variance to allow the replacement and expansion of two accessory buildings. The Planning Commission reviewed this item at their January 4th meeting and recommended approval. The City Council approved the request at their January 25th Council meeting. 10. *SAC Wireless Administrative Permit for new Antenna on the existing tower at 23400 County Road 10 (PID 07-119-23-43-0004) (city file no. 17-040). The applicant is currently incomplete. The permit has been administratively approved. 11. *Schutte – Initiate Expiration of Agricultural Preserve (PID 13-119-23-42-0001 and 13-119-23-31- 0001) (city file 17-041). This item was approved at the January 25th Council meeting. 12. WITHDRAWN. Variance and Vacation request for 6270 Hunter Road (PID 36-119-23-34-0013) (city file 18-002). Mike Wittkop submitted a request for a wetland setback variance and vacation of a public street and easements. However, he was able to modify his plans and has withdrawn the request. 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform D ATE: February 15, 2018 for the February 22, 2018, 2018 City Council Meeting RE: Development Contract for “Bass Lake Crossing South” (formerly Bass Lake Estates) a mixed-use development at 19219 and 19235 County Road 10 (PID 25-119-23-44- 0002 and 25-119-23-44-0003) (City File 17-036) 60-Day Review Ends:N/A 1.Application Request The City Council approved the Final Plat for E & R Investments, LLC on January 25th and agreed to modify the development contract financial guarantee requirements for this project. Staff worked with the City Attorney to create a new development contract to reflect these desired changes. Section 32 of the attached contract has been revised to address the financial guarantee standards that the City Council approved for this project. 2.Recommendation Move to approve Resolution 2018-15 Approving the development contract. Attachments a.Resolution 2018-15 approving Development Contract b.Development Contract Agenda Item: 9a. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-15 Page 1 of 2 Motion By: Seconded By: APPROVING DEVELOPMENT CONTRACT FOR “BASS LAKE CROSSING SOUTH (FORMERLY BASS LAKE ESTATES) FOR E & R INVESTMENTS, LLC ON THE 39.98-ACRE SITE AT 19219 AND 19235 COUNTY ROAD 10 (PID 25-119-23-44-0002 AND 25-119-23-44- 0003) (CITY FILE 17-036) WHEREAS, E&R Investments LLC (“the applicant”) has requested approval of a Development Contract for “Bass Lake Crossing South” on property legally described as: Parcel 1: That part of the West Half of the East Half of the Southeast Quarter of Section 25, Township 119, Range 23, lying South of the centerline of County Road 10, except the West 300 feet thereof. Parcel 2: The West 300 feet of the West Half of the East Half of the Southeast Quarter of Section 25, Township 119 North, Range 23 West, lying South of the centerline of County Road 10. WHEREAS, the City of Corcoran approved a final plat for Bass Lake Crossing South on January 25, 2018; WHEREAS, the City Council modified the financial guarantee requirements at the request of applicant and the directed staff to revise the development contract accordingly; 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 by E&R Investments, LLC for a development contract for Bass Lake Crossing South and, FURTHER, that the following conditions be met prior to release of the final plat for recording with the County: 1. The development contract must be executed by the developer and the City and must be filed with the final plat. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-15 Page 2 of 2 VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February 2018. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) BASS LAKE CROSSING SOUTH CONTRACT dated ____________________, 2018, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and E&R Investments, LLC and Rachel Development (collectively the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Bass Lake Crossing South (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has issued written notice that all conditions have been satisfied and that the Developer may proceed. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. - 2 – 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Exhibit A – Legal Description Exhibit B – Trail Easement Description Plan A – Final Plat, dated 12/08/17 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated 12/21/17 Plan C – Final Tree Preservation and Reforestation Plan, dated _____ Plan D – Plans for Public Improvements, dated 12/21/17 Plan E – Final Street Lighting Plan, dated 12/21/17 Plan F – Final Landscape Plan, dated 12/21/17 Plan H –Preliminary Plat, dated 12/21/17 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract - 3 – administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. OFF-SITE PUBLIC IMPROVEMENTS. The City intends to make improvements to County Road 10 at the intersection of the new Fir Lane. The public improvements are more fully detailed in the May 22, 2017 memo prepared by Wenck Associates, Inc., the city’s engineer. The developer also agrees to fund off-site improvements as noted in this agreement. The City shall design and install and the developer shall pay for the following improvement: a. Bass Lake Crossing has funded the design and bidding County Road 10 turn lanes; therefore, this developer shall contribute ½ the estimated total project cost in cash before a contract is issued by the City. Total project cost includes easements, engineering, construction, wetland credits, etc. Other required improvements that are the responsibility of the Developer include: a. Bass Lake Crossing is designing, bidding and constructing the 8-inch watermain connection under County Road 10 in order to efficiently construct these improvements with the County Road 10 improvements. This Developer is responsible for 100% of the total project cost. b. The developer is responsible for 100% of the total project cost for the off-site sewer connection across Lions Park. However, the City will credit the upsize cost from an 8-inch to a 10-inch diameter pipe. c. The developer is responsible for 100% of the total project cost for the off-site water connection across Lions Park. The developer agrees to pay the City the cost of these improvements as outlined above. The City will notify the developer of required payment under this paragraph for design and construction of such - 4 – improvements. The costs to be reimbursed include the actual cost to the City for construction of the improvements plus the allocation of the engineering, legal, administrative and other similar costs of the project based on the relative construction costs of the improvements. The developer reserves the right to be refunded for any unused portion of the estimated cost vs the actual cost of each improvement. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Hennepin County for County Road Access and Work in County Rights-of-Way • Minnesota Department of Health for Watermains/Wells • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • Hennepin County for Septic System Permits and/or Abandonment • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition • MCES for Sanitary Sewer Connections • Watershed Permits 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements by October 31, 2018, unless otherwise approved by the City, with the exception of the final wear course of asphalt on streets. The City will not accept new public streets until 80% of the homes have received a certificate of occupancy and the streets have weathered a full winter season. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via County Road 10. No construction traffic is permitted on other adjacent local streets. 15. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. 16. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements if they would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. - 5 – 17. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. 18. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City , the improvements lying within public easements or right-of-way shall become City property. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: • Contractor’s Certificate • Engineer’s Certificate • Land Surveyor’s Certificate 19. PARK DEDICATION. The Developer dedicate to the City the trail easement identified in easement document attached hereto as Exhibit B. No credit shall be given for the net area of the park and trail easement as this is one of the primary benefits of the PUD. Prior to release of the final plat, the Developer shall satisfy the amount of the park dedication requirements by a cash contribution of $242.645.00 ($222,320.00 for the residential portion and 2$0,325.00 for the industrial portion). The charge was calculated in accordance with Section 955 of the City’s Subdivision Ordinance. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a $105,538.95 watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: • 13.21 net acres (based on pre-developable area) x $5,665.00 per acre = $74,834.65 for Bass Lake Crossing South. • 5.42 net acres (based on pre-developable area) x $5,665.00 per acre = $30,704.30 for Bass Lake Crossing South. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: • The connection fees for the 56 residential units shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then- current rates. • The industrial portion of the project shall pay the per unit fee based on the MCES SAC determination. The fees shall be paid at the time of building permit at the then-current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. - 6 – 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a $70,998.93 sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: • The charge is calculated as follows: 13.21 net acres (based on pre-developable area) x $3,811.00 per acre = $50,343.31 for the residential portion of Bass Lake Crossing South. • The charge is calculated as follows: 5.42 net acres (based on pre-developable area) x $3,811.00 per acre = $20,655.62 for the industrial portion of Bass Lake Crossing South. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 23. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: • The connection fees for the 56 residential units shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then- current rates. • The industrial portion of the project shall pay the per unit fee based on the MCES SAC determination. The fees shall be paid at the time of building permit at the then-current rates. 24. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except one model home on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. The Developer shall comply with the City of Corcoran Engineering Design Standards. C. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Specifications for the monuments are available from the City Planner. D. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 25. STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. - 7 – The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 26. STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 27. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. A deposit of $50,000.00 shall be paid at the time the final plat for engineering related costs and shall be reviewed and reconciled the first quarter of the year. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. - 8 – 28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of Preliminary Plat approval (Resolution 2017-73), Preliminary PUD Development Plan approval (Resolution 2017-72), Final PUD Development Plan approval (Resolution 2018-07) and Final Plat approval (Resolution 2018-08). B. Before the City signs the final plat, the developer shall convey the required trail easements to the City in a form satisfactory to the City C. The Developer shall install a temporary turnaround on the east end of 72nd Avenue North until it is extended to the east with development of the adjacent property. The Developer shall install a temporary turnaround on the west end of Fir Lane North until it is extended to the west with development of the adjacent property. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed temporary turnaround easement, in recordable form. D. The Developer shall post a $5,700.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 57 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. E. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. F. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. G. The Developer shall include the “City of Plymouth’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. H. Other requirements: 1. A final PUD development plan is approved to create for 56 single family lots, one industrial lot and two outlots for Bass Lake Crossing, in accordance with the plans and application received by the City on November 21, 2017 and revisions received on November 22nd, December 8th and December 21st, except as amended by this resolution. 2. The extension of sanitary sewer and municipal water is required to serve this site. Approval of this final plat is contingent upon extension of these services to the site. 3. The development contract must be executed by the developer and the City and must be filed with the final plat. 4. Development is subject to the preliminary approvals in Resolutions 2017-72 and 2017-73. 5. Park dedication shall be as follows: a. Dedication of the 20-foot trail easement from Fir Lane to the west property line and dedication of the 10-foot trail easement along the west property line. - 9 – b. The plans shall be revised to show an 8-foot bituminous trail between County Road 10 and the private drive. c. The 8-foot wide trail from County Road 10 to the west property line shall be constructed by the developer. d. In exchange for PUD flexibility, the developer is required to provide finished grading, paving and ground cover for this trail. No credit toward the required dedication shall be given for this work. e. Park dedication shall be cash in lieu of land in the amount of $222,320.00 (56 new lots x $3,970.00 per lot) for the residential portion. Park dedication shall be paid prior to the release of the final plat. f. The industrial portion shall be $20,325 of the market value of the land. (5.42 x $125,000 x 3%) and shall be paid prior to the release of the final plat. 6. The sidewalk shall be extended to the cul de sac bulb. The sidewalk shall be extended to the property line when the road is extended to the adjacent property and the temporary cul de sac is removed. The HOA shall be responsible for these costs. 7. The applicant shall comply with all requirements of the City Engineer’s memo, dated January 5, 2018. 8. All platted residential lots shall comply with the following: Single Family Industrial Minimum Lot Area 5,103 square feet 1 acre Minimum lot width 40 feet 100 feet Minimum Principal Structure Setbacks: Front, From CR 10 N/A 60 feet Front, From all other streets 20 feet NA Front Porch (≤ 120 square feet) 15 feet N/A Side 5 feet 20 feet Rear 25 feet 20 feet Maximum Principal Building Height 35 feet 45 feet Parking setback from CR 10 NA 50 feet Drive Aisle setback from CR 10 NA 37.2 feet 9. Mechanical equipment (including air conditioning units) must be located in the side or rear yard. 10. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. - 10 – 11. All Design Requirements for the RSF-3 district described in Section 1040.050 shall be met for the residential homes, except that the following flexibility for garages shall be allowed: B. Garages: 1. The garage shall not comprise more than 55 percent of the viewable ground floor street-facing linear building frontage for at least 30% of the homes. This standard is based on the measurement of the entire garage structure and not on a measurement of the garage door or doors only. Corner lots are exempt from this requirement on one street elevation. 2. Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, windows, etc.) to match the exterior design of the home. 3. Three Car Garages shall be prohibited on 40- and 50-foot wide lots. 4. When allowed, the third stall garage must be offset two feet from the main portion of the garage to provide visual relief. 12. PUD flexibility is granted to allow certain industrial building elevations to exceed the 20% metal siding requirements for internal elevations. 13. The developer shall provide centralized mailbox locations. A mailbox plan shall be submitted for City review and approval. 14. The landscape plan shall be revised in accordance with Landform comments dated December 21, 2017. a. The wetland buffer planting shall be a native seed mix appropriate to the design condition and meeting the intent of cover and diversity as outlined in the Minnesota Board of Water and Soil Resources State Seed Mixes and shall be submitted for review and approval by the City. b. The wetland buffer is shown on the plans, but the wetland buffer setback must be added to the plans. 15. The landscape plan shall be revised to eliminate conflicts between the proposed landscaping and the drainage easements. Staff has concern about the drainage swales/landscaping between the Lot 1 and homes in Block 2 and the area adjacent to Lions Park. The applicant shall work with staff to revise the landscape plan. 16. Lawn Sprinklers/irrigation systems shall have rain sensors to limit unnecessary watering. 17. A final tree preservation plan must be submitted. 18. Snow storage areas must be shown for Lot 1, Block 2. Revised plans must be submitted for City review and approval. 19. Fence details shall be provided for City review and approval. 20. Street Light details shall be submitted for review and approval by the City. 21. The applicant must work with the City to apply for a FEMA map amendment. The plans show grading in the mapped floodplain and floodplain on Lots 1 and 3-6, Block 3. The floodplain will be removed from Lots 3-6 if the map amendment is approved. Potential buyers should be notified of this process. - 11 – 22. The emergency vehicle access in the northeast corner of the site must be added to all plan sheets. a. It appears that the access conflicts with trees proposed for planting. b. The access must be designed to pass a roll test. The access may be grass, but must be maintained for access, including snow removal, etc. If a gate/bollard is to be installed, it must be equipped with a breakaway. c. Details for the emergency access must be provided. 23. The following documents must be approved by the City Attorney and recorded at Hennepin County. The responsible party shall be the applicant (E&R Investments, LLC) and their assigns: a. HOA documents b. Stormwater Maintenance Agreement c. Trail Easement (for both city trail and county trail) d. Temporary Turnaround Easement e. Access, Utility and Drainage easement for work on Lions Park property 24. FURTHER, that the following conditions be met prior to issuance of building permits: a. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. b. The development agreement must be executed by the applicant and the City and must be filed with the final plat. c. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. d. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. e. The approval shall expire within one year of the date of approval unless the applicant has initiated construction. The approvals anticipate a 4-5 year build out. f. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. g. Wetland buffer monument signs must be purchased from the city and installed as shown on the plans. h. The application is subject to review, approval and permitting from Hennepin County. i. The application is subject to review, approval and permitting from Elm Creek Watershed Management Commission. 25. FURTHER, that the following conditions be met prior to release of remaining escrow: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract financial guarantee shall be required to ensure installation per city requirements. - 12 – 29. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract. B. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. The insurance shall be primary and non-contributory as to any policy maintained by the City. E. Third parties shall have no recourse against the City under this Contract. F. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties - 13 – and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 30. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 31. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, - 14 – material and equipment for a period of two (2) years from the date of final written City acceptance of the work. C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the was installed in accordance with the approved plans and specifications. 32. SUMMARY OF SECURITY REQUIREMENTS, ENFORCEMENT. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements (collectively the “Secured Public Improvement Costs”), the Developer shall furnish the City with a Performance Bond, in form and substance acceptable to the City, in the amount of $1,765,300.60 (115% of the Secured Public Improvement Costs) and a Cash Escrow Deposit in the amount of $153,504.40 (10% of the Secured Public Improvement Costs). The Cash Escrow Deposit shall be in addition to any and all cash requirements set forth in this Contract. The Performance Bond and the Cash Escrow Deposit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the Developer. The Cash Escrow Deposit shall not be reduced or released until the project is complete and all City costs and expenses have been fully reimbursed as contemplated in this Contract. In addition to use to enforce and/or complete the obligations contained within this Contract, the parties agree that the City may draw upon and utilize the Cash Escrow Deposit funds to cover costs and expenses, including attorneys’ fees, incurred by the City in collecting funds owed to the City pursuant to this Contract from the Developer and/or the Performance Bond. - 15 – The amount of the security was calculated as follows: ESTIMATED COSTS City Project Developer ITEM No.____ (1) Installed (2) Private (3) Total Street Construction $540,445 $540,445 Sanitary Sewer System $220,986 $220,986 Watermain System $285,964 $285,964 Storm Sewer System $134,851 $134,851 Boulevard and Drainage Swale Sod $0 $0 Pond Construction $0 $0 Rain Garden $0 $0 Street and Traffic Control Signs $1,025 $1,025 Sidewalk Improvements $49,440 $49,440 Trail Improvements $0 $0 Landscaping $12,000 $12,000 Street Lighting $0 $0 Site Grading & Drainage Imp.* $176,626 $176,626 Setting Iron Monuments $0 $0 Tree Preservation and Reforestation $0 $0 Wetland Buffer Monuments $0 $0 SUB-TOTAL: $1,421,337 $1,421,337 Design, Admin, Insp, As-Builts (8%) $113,707 $113,707 Total: $1,535,044 $1,535,044 Total Project Cost $1,535,044 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. * Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. 33. This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the city manager. The City may draw down the security, without notice, for any violation of the terms of this contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the city engineer or designee that work has been completed and financial obligations to the City have been satisfied, with - 16 – city engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 34. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: Park Dedication $ $242.645.00 Water Supply Trunk line area charge (TLAC) $105,538.95 Sanitary Sewer Trunk line area charge (TLAC) (less oversizing credit) $70,998.93 Financial Guarantee (10%) $153,504.40 Engineering Escrow Deposit $50,000.00 TOTAL CASH REQUIREMENTS LEVIED: $ $622,687.28 35. NOTICES, POINT OF CONTACT. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: David Stradtman 4125 Napier Court NE St. Michael, MN 55376 The person designated in this section shall be the singular point of contact for all Developer notices and notice delivered as contemplated herein to the point of contact shall constitute notice to all Developer entities. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. 36. DEVELOPER ENTITY RESPONSIBILITY. For the purposes of this Contract, “Developer” consists of multiple entities. Each Developer entity named herein hereby agrees to be bound by all terms, obligations, and duties contemplated within this Contract and agrees to be jointly and severally liable and responsible for any Developer failure to fulfill such terms, obligations and duties, regardless of actual entity participation. CITY OF CORCORAN: BY: ______________________________________ Ron Thomas, Mayor (SEAL) AND _____________________________________ Brad Martens, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Ron Thomas and by Brad Martens, the mayor and city administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2____, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 MORTGAGE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2_____, by __________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property in which there is a contract purchaser's interest. Dated this _____ day of ____________, 2_____. ______________________________________ ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ________________, 2____, by ____________________________________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as Bass Lake Crossing South Parcel 1 (Per Commitment No. 53058 - First Supplemental issued by Commercial Partners Title, LLC dated May 22, 2017) That part of the West Half of the East Half of the Southeast Quarter of Section 25, Township 119, Range 23, lying South of the centerline of County Road 10, except the West 300 feet thereof. Parcel 2 (Per Commitment No. 53057 - First Supplemental issued by Commercial Partners Title, LLC dated May 22, 2017) The West 300 feet of the West Half of the East Half of the Southeast Quarter of Section 25, Township 119 North, Range 23 West, lying South of the centerline of County Road 10. EXHIBIT “B” TO DEVELOPMENT CONTRACT TRAIL EASEMENT 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform D ATE: February 14, 2018 for the February 22, 2018 City Council Meeting RE: Public Hearing. Vacation of Drainage and Utility Easements for Ravinia 9th Addition located north of Gleason Parkway (City File 17-042) 60-Day Review Deadline: March 10, 2018 1.APPLICATION REQUEST The applicant has requested that the City Council hold a public hearing to vacate a drainage and utility easements that are no longer needed. New drainage and utility easements will be dedicated with the new “Ravinia 7th Addition” plat. 2.LEVEL OF CITY DISCRETION IN DECISION-MAKING The City’s discretion in approving a vacation is relatively high. If the City finds that the easements are not needed, the City may vacate the easements. 3.ANALYSIS OF REQUEST Lennar requests vacation of the existing drainage and utility easement over Outlot B, Ravinia and Outlot A, Ravinia 7th Addition. New standard drainage and utility easements will be provided. The city planner and city engineer have reviewed the requests, find that the easements are no longer required and have no objection to the vacation. 4.RECOMMENDATION The City Council should hold a public hearing and take testimony on the easement vacation. Move to adopt the Resolution 2018-18 approving the vacation. Attachments a.Resolution 2018-18 vacating easement Agenda Item: 9b. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-18 Page 1 of 3 Motion By: Seconded By: APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENTS WITHIN THE “RAVINIA 9th ADDITION” SUBDIVISION (CITY FILE 17-042) WHEREAS, U.S. Home Corporation (dba Lennar) (“the applicant”) has requested approval of an easement vacation within the subdivision: WHEREAS, the subdivision will provide new drainage and utility easements adjacent to new lot lines and over water bodies as required by City Code; WHEREAS, the applicant has requested vacation of the existing easements as shown on Attachment A and legally described as follows: The drainage and utility easement over, under and across all of Outlot B, Ravinia, according to the recorded plat thereof, Hennepin County, Minnesota and all of Outlot A, Ravinia 7th Addition, according to the recorded plat thereof, Hennepin County, Minnesota WHEREAS, the Corcoran City Council considered this item at a duly called Public Hearing; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements were dedicated with the plat; 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 following vacation, subject to the following conditions: 1. Approval is contingent upon approval of the final plat for Ravinia 9th Addition. 2. The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya Whereupon, said Resolution is hereby declared adopted on this 22nd day of February 2018. ________________________________ Ron Thomas - Mayor City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-18 Page 2 of 3 ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-18 Page 3 of 3 ATTACHMENT A phone: 651 - 237 -3494 Goer[itz Law, RLLC February 22, 2018 Via Email Only - jbeise @ci.Corcoran.mn.us City Council City of Corcoran 8200 County Road 116 Corcoran, MN 55340 RE: U.S. Home Corporation v. Kevin W. Tabor and Denise S. Tabor Court File No.: 27- ET -CV -15 -511 Our File No.: 01/2018- 7.00001 Tabor Dear City Council: visit us online- www.goerlitziaw.com i oeg rlitz a goerlitzlaw.com I am counsel for Kevin W. Tabor and Denise S. Tabor (the "Tabors ") and have appeared before the City of Corcoran on their behalf in the past relating to this matter. I am submitting this letter for consideration at tonight's City Council Meeting in relation to agenda number 9.c. As the council is aware, there is pending litigation commenced by U.S. Homes Corporation ( "Lennar "), which has been pending since 2015 but has mostly stood idle until this past summer. Although regular communication has existed with both the City of Corcoran and Lennar during the past few weeks, it is with great disappointment that the Tabors and I first learned this matter was being heard by the City Council today through the Tabors independently obtaining and reviewing the agenda. Since the City Council is approving development that assumes roads, further development, etc. will occur through and over an easement that is the subject of the above - reference lawsuit and is significantly chap ing its position by picking sides in the civil litigation, one would reasonably believe that appropriate notice would be provided to the only City of Corcoran residents being directly impacted by this pending approval. To be clear, the Tabors are not blaming any specific party for this oversight, but the City Council must be aware of this unfortunate occurrence as it considers this letter and the Tabors request this matter be tabled to allow proper notice and to fully participate in this pending approval. In addition, it is important for the council to understand and appreciate the history of its position as it relates to this litigation and the approval it is now considering. Previously, the council and city has taken the position that this is a civil matter that must be resolved before Lennar would be allowed to proceed. This is consistent with Planning Commission conditions which state: 16. The existing Tabor driveway must be shown on all plan sheets that include this area. a. The plans must show the existing conditions and the planned future improvements. b. Access must be maintained to the Tabor property throughout construction. A plan for access must be provided to the City and the Tabors. Page 1 of 3 P.O. Box 25194 7595 Currell Blvd I St. Paul, MN 55125 Page 2 of 3 c. The Tabor /Lennar lawsuit is a civil issue that must be resolved. The original objection made on behalf of the Tabors to the City Council was that all the development plans assume Lennar's position will prevail in this civil litigation. The response, in essence, was that the phase impacted by the easement was years away and the easement would have to be addressed by Lennar before it sought final PUD approval for that phase. Now, here we are with Lennar seeking Final PUD for Revinia 9th Addition without the easement being resolved and assuming that Lennar's position will prevail. So, although the City has indicated it is not getting involved in this civil litigation and it needed to be resolved before final PUD approval, it now appears to be doing just the opposite — taking a side in the litigation (assuming Lennar prevails) and allowing final plat approval before it is resolved. This change of position comes in the form of the recommend change from Planning Commission to the Proposed Resolution and it is significant. The original language "The Tabor/Lennar lawsuit is a civil issue that must be resolved" has been changed to "The Tabor /Lennar lawsuit and the underlying dispute regarding easement rights on the property is a civil issue that must be resolved prior to the commencement of any project action on the property which interferes with any existing easement rights." The problem with that language change is that the entire lawsuit is about whether Lennar's plans are "interfering with any existing easement rights" by developing this land. Further, which actions interfere and what actions do not interfere are disputed. Because Lennar has not satisfied the City's previous conditions of "resolving the civil action ", it has now asked the City to take a position and allow the development to proceed consistent with its theory. Tellingly, the letter from Jerry Peron on behalf of Lennar seeks just that — the City to take a position consistent with Lennar's position and allow grading and other activities within the easement area as long as it does not unreasonably interfere with the Tabors' rights for access. Thus, this last - minute change is very significant and allows Lennar to fail to satisfy prior conditions and proceed by having the city agree with its legal position — a position that the Tabors dispute and has not been decided by the Court. Accordingly, this significant change should be sent back to the Planning Commission so that the Tabors can appropriately address the issue. Next, the council must also recognize its obligations to enforce the Tabors' Ag Preserve designation. By resolution 2000 -12, a copy of which is attached, the council resolved that: [The Tabor Property and Easement] be subject to requirements of "A -1 Agricultural Preserve" District as overlaying, more stringent zoning for duration of requested designation. No building /subdivisions can occur until out of the Ag Preserve Program. Although a plain reading of this resolution would indicate that the city would not allow any building or subdivisions on the easement, it is now considering just that. Based upon the depositions that have occurred in the litigation, the city has not previously recognized its obligation Goarlitz Law, PLL C P.O. Box 25194 '; 7595 Currell Blvd St. Paul, MN 55105 phone: 651 - 237 -3494 1 visit us online. www.goerlitzlaw.com Page 3 of 3 to enforce the Tabor Ag Preserve designation and never determined, or taken a position, on whether the Ag Preserve designation applies to the easement. This is another issue currently before the Court in the litigation and Lennar and the Tabors have taken opposite positions — Tabors state it applies to the easement and Lennar states it does not. However, beyond the issue in the litigation, the city should be considering its obligation to enforce the Ag Preserve designation from a zoning and development standpoint as the party tasked with enforcing the restrictions. At a minimum, the city should be investigating its legal obligations and position as to whether it is failing to satisfy its obligations for enforcement by allowing final PUD approval for this phase. By tabling this matter, the Tabors will be allowed an opportunity to address its position at the Planning Commission stage. It will also allow the Tabors to continue its recent discussion on the framework for a resolution of these issues in the interests of everyone. Finally, the parties will have further direction from the Court on when, and how, the Court expects this litigation to proceed. Thank you for your attention to our position and we respectfully request this matter be tabled for further consideration. I Cc: Kevin and Denise Tabor (via email). Very truly yours, /s/ Jared M. Goerlitz Jared M. Goerlitz Goerlitz Law PLLC P.O. Box 25194 j 7595 Currell Blvd St. Paul, MN 55105 phone: 651- 237 -3494 1 visit us online: www.goerlitziaw.com 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: February 14, 2018 for the February 22, 2018 City Council Meeting RE: Final PUD Development Plan, PUD Amendments, Vacation and Final Plat for U.S. Home Corporation (dba Lennar) for Ravinia 9th Addition (City File 17-042) 60-Day Review Deadline: March 10, 2018 1.Application Request Lennar submitted a request for approval of a final plat, final PUD development plan, PUD amendment and easement vacation for “Ravinia 9th Addition” to allow 49 single-family detached home lots and one outlot. Only the final PUD development plan and PUD amendment is reviewed by the City Council. The City Council recommendation will be forwarded to the City Council. The City Council is expected to act on the final PUD development plan, PUD amendment, vacation and final plat on February 22nd. 2.Parks and Trails Commission Review The Parks and Trails Commission reviewed the PUD amendment request regarding landscaping and landscape standards at their January 16th meeting. The Commission voted unanimously to recommend approval of the staff recommendation. 3.Planning Commission Review The Planning Commission reviewed the PUD Amendments and PUD Final Development Plan at their February 1st meeting and voted unanimously to recommend approval. Other than the applicant, there was no one present to speak on this item. The applicant asked to be allowed to keep twine and burlap on the trees after planting. The Commission reaffirmed the Parks and Trails Commission and staff recommendation to continue to require removal, which is consistent with City specifications/details and the applicant’s original approved plans. The Commission asked staff to review the change in the streetlight bulbs and reach out to Wright- Hennepin about using the softer bulb that was used in the initial phases rather than the brighter bulb that has been used more recently. Agenda Item: 9c. Lennar Final PUD Development Plan – Ravinia 9th Addition (17-042) 2 February 22, 2018 Since the Commission meeting, the plans have been revised to eliminate the Annabelle Lane temporary cul de sac wetland impacts and that condition has been removed from the attached resolution. Additionally, staff has been working with the City Attorney on this project as there is a lawsuit that has not yet been settled between the applicant and the Tabors. City Attorney has recommended a change to the language in condition 16.c. of Resolution 2018-16. The language approved by the Planning Commission read as follows: 16. The existing Tabor driveway must be shown on all plan sheets that include this area. a. The plans must show the existing conditions and the planned future improvements. b. Access must be maintained to the Tabor property throughout construction. A plan for access must be provided to the City and the Tabors. c. The Tabor/Lennar lawsuit is a civil issue that must be resolved. The current recommended resolution language is as follows: 17. The existing Tabor driveway must be shown on all plan sheets that include this area. a. The plans must show the existing conditions and the planned future improvements. b. Access must be maintained to the Tabor property throughout construction. A plan for access must be provided to the City and the Tabors. c. The Tabor/Lennar lawsuit and the underlying dispute regarding easement rights on the property is a civil issue that must be resolved prior to the commencement of any project action on the property which interferes with any existing easement rights. The City Attorney will be present at the Council meeting to answer any questions. 4. Context Level of City Discretion in Decision-Making The City’s discretion in approving a final PUD development plan is limited to whether the proposed plan is in substantial conformance with the approved preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City’s discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City’s subdivision and zoning ordinance and the conditions of preliminary plat approval. If it meets these standards, the City must approve the final plat. Background The City Council approved the Ravinia rezoning to PUD (Planned Unit Development), Preliminary PUD Development Plan and Preliminary Plat on December 23, 2013. Lennar Final PUD Development Plan – Ravinia 9th Addition (17-042) 3 February 22, 2018 The Final PUD Development Plan and Final Plat for Phase I was approved by City Council on April 24, 2014. There have been eight phases of Ravinia granted final approval and several PUD amendments since the 2014 approval. 5. Analysis of Request Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. The City Engineer’s comments are incorporated into this staff report and resolution and the detailed comments are included in the attached engineering memo dated January 22, 2018. Staff has included a condition that the applicant must comply with the memo. Final PUD Development Plan Architecture The applicant submitted a series of house plans and color palettes for the project with the preliminary PUD development plan. The City will review each house plan to ensure that the homes are compatible with the standards in the original approvals for both design and materials. Mail Delivery One centralized mailbox location should be shown on the landscape plans. Condition 19 of Resolution 2014-19 requires that the location of mailboxes be approved by the US Postal Service. The applicant will need to provide proof of the approved location to the City. The temporary cul de sac easement will expire when Outlot A is developed and the street is extended. Streets Annabelle Lane will be extended west with this project and will end in a temporary cul de sac north of wetland #13. Wildflower Trail will be extended north to Annabelle Lane. Two permanent cul de sacs with islands will be constructed in this phase (Primrose Court and Sunflower Court). This is consistent with the preliminary approvals. Grading The platted lots will require soil from the proposed Outlot A to balance the site. The engineer’s memo notes several items that must be addressed prior to release of the final plat or starting grading. Specifically, the plans must show the entire area to be platted in order to clearly see the grading extents by showing the lot lines on all plan sheets. The plan is consistent with the approved preliminary plans. Lennar Final PUD Development Plan – Ravinia 9th Addition (17-042) 4 February 22, 2018 Sidewalks and Trails The plans show sidewalks on one side of the street as required. As noted in the engineer’s memo, the applicant is required to work with staff to finalize the trail locations to ensure connections are made and trails remain outside of the wetland buffers and above the OHWL. The current phase does not include construction of any trails, but does show construction of a future trail in Outlot A generally in the area of the Tabor driveway. Tabor Access This phase includes land with an access easement that provides access to the Tabor property at 19450 Gleason Road. The plat shows the driveway remaining and located in Outlot A; however, grading is proposed in this area, which is planned as a future trail. Lennar and the Tabors are currently in a lawsuit regarding the easement that runs through this phase of the project. The City of Corcoran has maintained that this is a civil issue between the two land owners. The City has included in a condition that Lennar continue to provide access to the Tabor property. A plan for both temporary and permanent access to the Tabor property must be provided for City review and must be provided to the Tabors as well. The trail will not be constructed unless the driveway is removed and relocated. PUD Amendment The applicant has requested approval of a PUD Amendment related to landscaping and signage. Landscaping Staff has been working with Lennar to correct several landscaping issues. We met with Lennar to review the required corrections and notified them that the corrections must be completed in spring/summer of 2018. The City will also require that Lennar’s Project Landscape Architect of Record certify that all landscaping is installed per plan. As part of that discussion, Lennar’s team asked that the planting standards be modified. They have submitted this PUD amendment with those requests. The Lennar request is in italics below followed by the staff recommendation: 1. We would like to remove gingkoes and sugar maples varieties from the approved planting list. We are requesting to substitute elm varieties for ginkgoes and red maple varieties for sugar maples. This is due to the fact that gingkoes in the required size are in limited supply and the recent sugar maple harvests have not produced high quality specimens. Red maples are out performing the sugar maples. Our landscape installers are also suggesting Patriot Elms and Red Pointe Maples as substitutions. Staff supports Approval of this item with the condition that tree diversity within the project must still meet diversity standards per City Code. Section 1060.070 of the Zoning Ordinance Lennar Final PUD Development Plan – Ravinia 9th Addition (17-042) 5 February 22, 2018 simply states, “No more than 33 percent of the required number of trees shall be of one species.” 2. We are also asking consideration to modify the planting details. Our landscape architect and installers feel that some of the standard notes, although common practice in 2013, are not necessary any longer and there is no need to have them on the plans. It has been proven that trees can be planted and survive well without adhering to the following: a. Removed reference to tree wrap. It is no longer a standard practice. Staff supports Approval of this item with Conditions. University of Minnesota Extension continues to recommend tree wrap for, “young trees, newly planted trees, and thin- barked trees… in order to prevent sub scald”. Tree wrap may be implemented at the discretion of the Owner’s Project Landscape Architect of Record with the caution that trees suffering sun scald at the end of the warranty period will be subject to replacement or additional mitigation measures to correct the damage. City approval of mitigation measures will be required if any are proposed. b. Changed staking to an option at contractor discretion. Tree staking is not necessary. Staff supports Approval of this item with Conditions. Tree staking is not required unless necessary to maintain trees in a plumb condition where vandalism, soil or wind conditions are a problem. Tree staking shall be maintained during warranty period and removed after one year. Out of plumb trees shall be corrected in a timely manner such that damage to the tree or public safety is avoided. Lack of attention to this issue by the Owner or their representative in a timely manner will not release them from correction of the issue if the tree becomes established in an out of plumb condition. c. Removed notes requiring inspection of root ball, but maintained note requiring tree to be planted at the correct height, regardless of installation method used. Staff supports Approval of this item with Conditions. Trees must continue to meet industry standards for quality. ANSI A300 standards are the generally accepted industry standards for tree care practices. American Standard for Nursery Stock (ANSI Z60.1- 2004) provides guidance related to terminology and measurements of nursery stock. Both are suitable reference standards in serving to define quality for the purposes of this request. d. Added notes allowing for contractor discretion in leaving twine and burlap in place if biodegradable (must be followed up after 1 year to verify degradation has occurred). We do use biodegradable burlap and twine and prefer not to have to remove it prior to planting or on trees that have already been planted until 1 year has passed. Staff recommends Denial of this request. The means and methods detailed on the approved plans and specifications should remain. Rope, twine, burlap and wire baskets Lennar Final PUD Development Plan – Ravinia 9th Addition (17-042) 6 February 22, 2018 must be removed per the approved plans and specifications. This is also consistent with the City of Corcoran detail plates. 3. Modify original PUD Sub-Monument to smaller triangular “Modified PUD Sub-Monument. Staff supports Approval of this item. Landscaping is an important part of a healthy neighborhood and community and serves as the City’s “green infrastructure”. Ensuring quality plantings and installation helps ensure long term survivability of the trees and reducing long term maintenance costs. The Parks and Trails Commission reviewed this item and recommends approval of the staff recommendation. The draft resolution reflects these changes. Signage The applicant has requested a PUD amendment to reduce the size of the PUD sub-monument sign. Instead of the monument sign originally approved, the applicant is asking for a smaller pillar-type sign with a small logo. Staff recommends approval of the change. Lennar Final PUD Development Plan – Ravinia 9th Addition (17-042) 7 February 22, 2018 Final Plat The applicant is requesting approval of a final plat to create 49 lots and one outlot. The final plat is consistent with the approved preliminary plat. If this subdivision is approved, it would bring the total number of platted lots to 312 of 447 approved: • Phase 1 = 38 Units • Phase 2 = 36 units • Phase 3 = 27 units • Phase 4 = 43 units • Phase 5 = 47 units • Phase 6 = 23 units • Phase 7 = 29 units • Phase 8 = 20 units* • Phase 9 = 49 units Total Units = 312 units (70% of the approved lots) The Ravinia 8th Addition added land and units to the Ravinia project and the total increased from 437 to 447 units and 268.07 gross acres to 274.07 gross acres. Vacation of Drainage and Utility Easements The Council will hold a public hearing on February 22nd to consider vacating the drainage and utility easement over Outlot B, Ravinia and Outlot A, Ravinia 7th Addition. The easements will be vacated because a portion of the outlot will be developed in this phase. The final plat shows new drainage and utility easement over all of the outlots and utility easements around the lot lines as required by Section 945.060 of the Subdivision Ordinance. Conclusion Staff has reviewed the plan for consistency with the applicable standards outlined in the preliminary approvals, Zoning Ordinance and Subdivision Ordinance. 6. Recommendation Move to adopt the following: a. Resolution 2018-16 approving the Final PUD Development Plan and PUD amendment b. Resolution 2018-17 approving the Final Plat and Development Contract Lennar Final PUD Development Plan – Ravinia 9th Addition (17-042) 8 February 22, 2018 Attachments a. Resolution 2018-16 approving the final PUD development plan and PUD amendment b. Resolution 2018-17 approving the final plat and development contract c. Development Contract d. Location Map e. Engineer’s Memo dated January 22, 2018 f. Applicant’s narrative dated December 19, 2017 g. Applicant’s PUD Amendment request dated December 19, 2017 h. Letter from Applicant’s Attorney dated December 18, 2017 i. Site Graphics dated January 9, 2018 j. Final Plat dated January 9, 2018 k. Approved Sign Plan l. Corcoran Detail Plates for Landscaping m. Proposed Landscape Plan n. Approved Landscape Plan o. Phasing Plan City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-16 Page 1 of 5 Motion By: Seconded By: APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN AND PUD AMENDMENT FOR “RAVINIA 9 TH ADDITION” FOR THE LENNAR CORPORATION (PID 36-119-23-24-0002 AND 36 -119-23-13-0012) (CITY FILE 17-042) WHEREAS, The Lennar Corporation (“the applicant”) has requested approval of a preliminary plan for 49 single family homes and one outlot on property legally described as: Outlot B, Ravinia And Outlot A, Ravinia 7th Addition And Lot 1, Block 4, Ravinia 7th Addition WHEREAS, the Planning Commission has reviewed the plan at a public meeting and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a final PUD development plan, subject to the following conditions: 1. A final PUD plan is approved to allow the creation of 49 single family lots and one outlot in accordance with the application materials and plans received by the City on December 19, 2017 and revisions received on January 9, 2018 and February 1, 2018, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final plat and development contract. 3. The development contract must be amended and executed by the developer and the City and must be filed with the final plat. 4. The development shall be subject to all conditions of the “Ravinia” preliminary PUD development plan approval and all amendments. 5. The application shall comply with all conditions in the City Engineer’s memo dated January 22, 2018. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-16 Page 2 of 5 6. PUD Amendments are approved for the following: a. Signage. The sub-monument sign is approved as shown on the December 19, 2017 submittal for a smaller sub-monument sign in the previously approved locations. b. Landscaping. The applicant requested a number of modifications to the approved landscape plan. i. The request to remove gingkoes and sugar maples varieties from the approved planting list and substitute elm varieties for ginkgoes and red maple varieties for sugar maples is approved with the condition that tree diversity within the project must still meet diversity standards per City Code. Section 1060.070 of the Zoning Ordinance simply states, “No more than 33 percent of the required number of trees shall be of one species.” ii. The request to modify the planting details is approved with conditions. University of Minnesota Extension continues to recommend tree wrap for, “young trees, newly planted trees, and thin-barked trees… in order to prevent sub scald”. Tree wrap may be implemented at the discretion of the Owner’s Project Landscape Architect of Record with the caution that trees suffering sun scald at the end of the warranty period will be subject to replacement or additional mitigation measures to correct the damage. City approval of mitigation measures will be required if any are proposed. iii. The request to change staking to an option at contractor discretion is approved with conditions. Tree staking is not required unless necessary to maintain trees in a plumb condition where vandalism, soil or wind conditions are a problem. Tree staking shall be maintained during warranty period and removed after one year. Out of plumb trees shall be corrected in a timely manner such that damage to the tree or public safety is avoided. Lack of attention to this issue by the Owner or their representative in a timely manner will not release them from correction of the issue if the tree becomes established in an out of plumb condition. iv. The request to remove notes requiring inspection of root ball, but maintaining note requiring tree to be planted at the correct height, regardless of installation method used is approved with conditions. Trees must continue to meet industry standards for quality. ANSI A300 standards are the generally accepted industry standards for tree care practices. American Standard for Nursery Stock (ANSI Z60.1-2004) provides guidance related to terminology and measurements of nursery stock. Both are suitable reference standards in serving to define quality for the purposes of this request. v. The request to allow contractor discretion in leaving twine and burlap in place if biodegradable is DENIED. The means and methods detailed on the approved plans and specifications should remain. Rope, twine, burlap and wire baskets must be removed per the approved plans and specifications. This is also consistent with the City of Corcoran detail plates. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-16 Page 3 of 5 7. The PUD is hereby approved to allow 65-foot wide lots in this plat. All platted residential lots shall comply with the following: 65-foot lots Front, From County Road 101* 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side (living) 5 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet.) 5 feet Rear 25 feet Maximum Principal Building Height 35 feet 8. The site plan sheet (Sheet 1 of 24) shows different setbacks and should be corrected. 9. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. 10. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City, prior to issuance of building permits. 11. The project is subject to the PUD standards, which were amended to allow flexibility in building materials and were granted PUD flexibility to allow the face of the garage to exceed 55% of the building face, subject to certain standards as outlined in the PUD approvals. 12. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. With this phase, no park dedication is proposed. a. A north south trail is planned along the east side of Outlot A. This trail will be constructed when Outlot A is planned for development and the Tabor driveway issue is resolved. If the Tabor driveway is not relocated, the location of the trail must be relocated. 13. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a. The wetland buffer signs must be relocated to comply with ordinance requirements as the current plan does not comply. The revised plan must be submitted for City review and approval. b. Wetland signs shall be purchased from the City. c. The final locations must be inspected and approved by City staff. d. Monuments and signs shall be installed prior to approval of the building permit. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-16 Page 4 of 5 14. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. 15. The full extent of the project plat limits must be shown on the plan sheets. The plan sheets should all be updated. 16. The existing Tabor driveway must be shown on all plan sheets that include this area. a. The plans must show the existing conditions and the planned future improvements. b. Access must be maintained to the Tabor property throughout construction. A plan for access must be provided to the City and the Tabors. c. The Tabor/Lennar lawsuit and the underlying dispute regarding easement rights on the property is a civil issue that must be resolved prior to the commencement of any project action on the property which interferes with any existing easement rights. 17. An easement for the temporary cul de sac must be submitted for City review and approval and must be recorded at Hennepin County. 18. The following conditions be met prior to issuance of building permits: a. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. b. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. c. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-16 Page 5 of 5 Whereupon, said Resolution is hereby declared adopted on this 22nd day of February 2018. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-17 Page 1 of 3 Motion By: Seconded By: APPROVING FINAL PLAT AND DEVELOPMENT CONTRACT FOR “RAVINIA 9TH ADDITION” FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (CITY FILE 17-042) WHEREAS, The Lennar Corporation (“the applicant”) has requested approval of a preliminary plat for 49 single family homes and one outlot on property legally described as: Outlot B, Ravinia And Outlot A, Ravinia 7th Addition And Lot 1, Block 4, Ravinia 7th Addition NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that the Corcoran City Council approves the request for a final plat; and; FURTHER, that the development contract for said plat shall be completed by city staff and the Mayor and that the City Administrator be authorized to execute the development contract on behalf of the City; and FURTHER, that the approval is granted based on the following findings and conditions: 1. A final plat is approved to allow the creation of 49 single family lots and one outlot in accordance with the application materials and plans received by the City on December 19, 2017 and revisions received on January 9, 2018 and February 1, 2018, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final PUD development plan for Ravinia 9th Addition. The developer shall comply with all conditions of final PUD development plan approval. 3. Development is subject to the Ravinia preliminary approvals and amendments, except as otherwise amended. 4. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for future phases. 5. The development contract must be executed by the developer and the City and must be filed with the final plat. City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-17 Page 2 of 3 6. Park dedication was calculated for the entire development. No park dedication is due with this phase. 7. The applicant shall comply with all requirements of the City Engineer’s memo, dated January 22, 2018. 8. The following conditions be met prior to issuance of building permits: a. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. b. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. c. Wetland buffer monument signs must be purchased from the City and installed by the applicant in accordance with the standards in Section 1050.010. d. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. e. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. 1. The following conditions be met prior to release of remaining escrow: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract, a financial guarantee shall be required as part of the development contract to ensure installation per city requirements. VOTING AYE VOTING NAY Thomas, Ron Thomas, Ron Bottema, Jon Bottema, Jon Dejewski, Brian Dejewski, Brian Keefe, Mike Keefe, Mike LaFave, Tonya LaFave, Tonya City of Corcoran February 22, 2018 County of Hennepin State of Minnesota RESOLUTION NO. 2018-17 Page 3 of 3 Whereupon, said Resolution is hereby declared adopted on this 22nd day of February 2018. ________________________________ Ron Thomas - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – City Clerk/Administrative Services Coordinator (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) RAVINIA 9TH ADDITION CONTRACT dated ____________________, 2018, by and between the CITY OF CORCORAN, a Minnesota municipal corporation (“City”), and U.S. Home Corporation (dba Lennar) (the “Developer”). This is an amendment to the Ravinia Development Contract dated June 12, 2014. 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Ravinia 9th Addition (referred to in this Contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described in Exhibit A. 2. CONDITIONS OF PLAT APPROVAL. The Developer shall enter into this Contract, furnish the security required by it, and record the plat upon City approval with the County Recorder or Registrar of Titles. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat, development contract and other associated documents have been recorded with the Hennepin County Recorder's Office and proof of recording has been provided to the City, and 4) the City has issued written notice that all conditions have been satisfied and that the Developer may proceed. However, the Developer may be allowed to begin grading the site when items 1, 2 and 4 of the previous sentence have been satisfied. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has failed to fulfill all obligations in this Contract and the failure has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within nine (9) years after preliminary plat approval. - 2 – 6. CHANGES IN OFFICIAL CONTROLS. For nine (9) years from the date of the original Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Exhibit A – Legal Description Plan A – Final Plat, dated 12/19/17 Plan B – Final Grading, Drainage, and Erosion Control Plan, dated 02/01/18 Plan C – Final Tree Preservation and Reforestation Plan, dated 01/09/18 Plan E – Final Street Lighting Plan, dated 12/19/17 Plan F – Final Landscape Plan, dated 01/09/18 8. IMPROVEMENTS. The Developer shall install and pay for all of the following improvements: • Streets • Sanitary Sewer • Watermain • Surface Water Facilities (pipe, ponds, rain gardens, etc.) • Grading and Erosion Control • Sidewalks/Trails • Street Lighting • Underground Utilities • Street Signs and Traffic Control Signs • Landscaping Required by Section 1060 of the Zoning Ordinance • Tree Preservation • Wetland Mitigation and Buffers • Monuments Required by Minnesota Statutes • Miscellaneous Facilities The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. - 3 – All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. The Developer shall be responsible for construction of all improvements in conformance with the approved plans and specs. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. OFF-SITE PUBLIC IMPROVEMENTS. The developer agreed to pay the City the cost of these improvements as outlined in the Master Development Contract dated June 12, 2014 above, except the Hackamore Improvements, 66th Avenue and County Road 116 improvements, with the Phase I final plat. • CSAH 116 and 66th Avenue street improvements as outlined in the feasibility study and estimated at $900,000. o $200,000 shall be paid prior to release of the Ravinia 9th Addition Final Plat. No payments for public improvements are due for the Ravinia 9th Addition development, however, the final remaining payments were included in the Ravinia 9th Addition development contract and have be deferred. They shall be due on December 31, 2018: • Hackamore final payment of $285,000.00 (or the remaining portion of the developer's share of the costs). • CSAH 116 and 66th Avenue turn lanes as outlined in the feasibility study and estimated at $125,000. • CSAH 116 and 66th A venue street improvements as outlined in the feasibility study and estimated at $900,000. The remaining $700,000 shall be paid on December 31, 2018. • The developer’s portion (50% of the total actual cost) of the CSAH 116 traffic signal as outlined in the feasibility study and estimated at $100,000. 11. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Hennepin County for County Road Access and Work in County Rights-of-Way • Minnesota Department of Health for Watermains/Wells • NPDES Permits • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal - 4 – • Hennepin County for Septic System Permits and/or Abandonment • DNR for Dewatering and Work in Protected Waters • City of Corcoran for Building Permits and Building Demolition • MCES for Sanitary Sewer Connections • Watershed Permits 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements by October 31, 2018, unless otherwise approved by the City, with the exception of the final wear course of asphalt on streets. The Developer shall have the option of installing the wearing course of streets within one (1) year following initial commencement of work on the required basic improvements or installing it after the first course has weathered a winter season, consistent with warranty requirements. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access the subdivision via Gleason Parkway. No construction traffic is permitted on other adjacent local streets. 15. GRADING PLAN. The plat shall be graded in accordance with the approved grading drainage and erosion control plan, Plan "B". The plan shall conform to City of Corcoran Engineering Design Standards. 16. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. Erosion control practices must comply with the Minnesota Pollution Control Agency’s Best Management Practices. The City may impose additional erosion control requirements if they would be beneficial. All erosion control shall comply with Section 950 (Erosion Control) of the Corcoran City Code and the Corcoran Engineering Design Standards. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 17. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance until the streets are accepted by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on the same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall maintain a smooth surface and provide proper surface drainage to ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from Developer’s operation. - 5 – 18. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance of the work by the City, the improvements lying within public easements or right-of-way shall become City property. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: • Contractor’s Certificate • Engineer’s Certificate • Land Surveyor’s Certificate 19. PARK DEDICATION. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. No park dedication is proposed or accepted with this phase. 20. WATERMAIN / STORAGE TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a watermain/storage trunk line area charge (TLAC). The charge is calculated as follows: 17.21 net acres (based on pre-developable area) x $5,665.00 per acre = $97,494.65 for Ravinia 9th Addition. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. 21. WATER CONNECTION CHARGE. This plat is subject to a water connection charge calculated as follows: 49 units x $1,126.00 per unit = $55,174.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then- current rates. The developer will be responsible for payment of the then-current water connection charge set by the City of Maple Grove. 22. SANITARY SEWER TRUNK LINE AREA CHARGE (TLAC). This plat is subject to a sanitary sewer trunk line area charge (TLAC). The charge is calculated as follows: The charge is calculated as follows: 17.21 net acres (based on pre-developable area) x $3,811.00 per acre = $65,587.31 for Ravinia 9th Addition. Future phases shall be cash with the final plat for each future phase subject to the then-current rates. The developer will also be responsible for payment of the then-current SAC fee set by the Metropolitan Council. 23. SANITARY SEWER CONNECTION CHARGE. This plat is subject to a sanitary sewer connection charge calculated as follows: 49 units x $1,126.00 per unit = $55,174.00. The fees shall be paid at the time of building permit. Future development shall be cash at the time of issuance of each building permit at the then-current rates. 24. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. Curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any certificate of occupancy, except one model home on a lot acceptable to the City Planner may be issued a certificate of occupancy if needed for the Parade of Homes. B. The Developer shall comply with the City of Corcoran Engineering Design Standards. - 6 – C. Prior to issuance of building permits, wetland buffer monuments shall be placed in accordance with the City’s zoning ordinance. Specifications for the monuments are available from the City Planner. D. Failure to fulfill any of the terms of this Contract by the Developer, including nonpayment of billings from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the City Engineer. 25. STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. Street name signs shall be installed by the Developer in accordance with the City of Corcoran Engineering Design Standards. The Developer shall install traffic control signs in accordance with the plan approved by the City Engineer and Minnesota Manual on Uniform Traffic Control Devices. All signs must be installed prior to final building inspection approval or earlier if necessary as determined by the City Engineer. 26. STREET LIGHT INSTALLATION AND OPERATION COSTS. The developer shall pay for and install all street lights. The street light shall be of a design approved by the City. The developer shall be responsible for street light operation and maintenance costs until such time as the City accepts the public street where the streetlights are located. After the acceptance the City shall be responsible for all costs, subject to the street lighting policy. The costs of operation are dependent upon the operation costs for Wright Hennepin Electric under contract franchise with the City of Corcoran. 27. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The City may require Developer to post funds in an escrow account, at its discretion. In the event the cash escrow amount is insufficient, Developer shall post additional escrow funds as determined by the City Planner within ten (10) days of written demand. Failure to make payment of the additional escrow amount shall permit the City to supplement those amounts from any other sureties posted by Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, - 7 – employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Compliance with the conditions of the original Ravinia approvals, PUD Amendments and Ravinia 9th approvals including the PUD Final Development Plan (Resolution 2018-16) and Final Plat approval (Resolution 2018-17). B. The Developer shall install a temporary turnaround on the west end of Annabelle Lane until it is extended to the west with the next phase of the development. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed temporary turnaround easement, in recordable form. C. The Developer shall post a $4,900.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 49 lots at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. D. The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs. E. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. F. The Developer shall include the “City of Plymouth’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. G. Other requirements: - 8 – 1. A final plat is approved to allow the creation of 49 single family lots and one outlot in accordance with the application materials and plans received by the City on December 19, 2017 and revisions received on January 9, 2018 and February 1, 2018, except as amended by this resolution. 2. Development is subject to the Ravinia preliminary approvals and amendments, except as otherwise amended. 3. The developer must submit a final plat for each future phase of development. No final approvals are granted at this time for future phases. 4. The development contract must be executed by the developer and the City and must be filed with the final plat. 5. The applicant shall comply with all requirements of the City Engineer’s memo, dated January 22, 2018. 6. PUD Amendments are approved for the following: a. Signage. The sub-monument sign is approved as shown on the December 19, 2017 submittal for a smaller sub-monument sign in the previously approved locations. b. Landscaping. The applicant requested a number of modifications to the approved landscape plan. i. The request to remove gingkoes and sugar maples varieties from the approved planting list and substitute elm varieties for ginkgoes and red maple varieties for sugar maples is approved with the condition that tree diversity within the project must still meet diversity standards per City Code. Section 1060.070 of the Zoning Ordinance simply states, “No more than 33 percent of the required number of trees shall be of one species.” ii. The request to modify the planting details is approved with conditions. University of Minnesota Extension continues to recommend tree wrap for, “young trees, newly planted trees, and thin-barked trees… in order to prevent sub scald”. Tree wrap may be implemented at the discretion of the Owner’s Project Landscape Architect of Record with the caution that trees suffering sun scald at the end of the warranty period will be subject to replacement or additional mitigation measures to correct the damage. City approval of mitigation measures will be required if any are proposed. iii. The request to change staking to an option at contractor discretion is approved with conditions. Tree staking is not required unless necessary to maintain trees in a plumb condition where vandalism, soil or wind conditions are a problem. Tree staking shall be maintained during warranty period and removed after one year. Out of plumb trees shall be corrected in a timely manner such that damage to the tree or public safety is avoided. Lack of attention to this issue by the Owner or their representative in a timely manner will not release them from correction of the issue if the tree becomes established in an out of plumb condition. iv. The request to remove notes requiring inspection of root ball, but maintaining note requiring tree to be planted at the correct height, regardless of installation method used is approved with conditions. Trees must continue to meet industry - 9 – standards for quality. ANSI A300 standards are the generally accepted industry standards for tree care practices. American Standard for Nursery Stock (ANSI Z60.1-2004) provides guidance related to terminology and measurements of nursery stock. Both are suitable reference standards in serving to define quality for the purposes of this request. v. The request to allow contractor discretion in leaving twine and burlap in place if biodegradable is DENIED. The means and methods detailed on the approved plans and specifications should remain. Rope, twine, burlap and wire baskets must be removed per the approved plans and specifications. This is also consistent with the City of Corcoran detail plates. 7. The PUD is hereby approved to allow 65-foot wide lots in this plat. All platted residential lots shall comply with the following: 65-foot lots Front, From County Road 101* 100 feet Front, From all other streets 20 feet Front Porch (≤ 120 square feet) 15 feet Side (living) 5 feet Side (garage) 5 feet Rear 25 feet Maximum Principal Building Height 35 feet 8. The site plan sheet (Sheet 1 of 24) shows different setbacks and should be corrected. 9. All garages must have a minimum 22-foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. 10. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City, prior to issuance of building permits. 11. The project is subject to the PUD standards, which were amended to allow flexibility in building materials and were granted PUD flexibility to allow the face of the garage to exceed 55% of the building face, subject to certain standards as outlined in the PUD approvals. 12. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. With this phase, no park dedication is proposed. a. A north south trail is planned along the east side of Outlot A. This trail will be constructed when Outlot A is planned for development and the Tabor driveway issue is resolved. If the Tabor driveway is not relocated, the location of the trail must be relocated. - 10 – 13. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a. The wetland buffer signs must be relocated to comply with ordinance requirements as the current plan does not comply. The revised plan must be submitted for City review and approval. b. Wetland signs shall be purchased from the City. c. The final locations must be inspected and approved by City staff. d. Monuments and signs shall be installed prior to approval of the building permit. 14. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. 15. The full extent of the project plat limits must be shown on the plan sheets. The plan sheets should all be updated. 16. The existing Tabor driveway must be shown on all plan sheets that include this area. a. The plans must show the existing conditions and the planned future improvements. b. Access must be maintained to the Tabor property throughout construction. A plan for access must be provided to the City and the Tabors. c. The Tabor/Lennar lawsuit and the underlying dispute regarding easement rights on the property is a civil issue that must be resolved prior to the commencement of any project action on the property which interferes with any existing easement rights. 17. An easement for the temporary cul de sac must be submitted for City review and approval and must be recorded at Hennepin County. 18. The following conditions be met prior to issuance of building permits: a. The applicant must file the final plat at Hennepin County within 2 years of the date of approval or the approval shall expire. b. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. c. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. d. All drainage and utility easements shall be staked, surveyed and properly recorded prior to beginning any work on site. e. Wetland buffer monument signs must be purchased from the City and installed by the applicant in accordance with the standards in Section 1050.010. 19. The following conditions be met prior to release of remaining escrow: a. Lot corner monuments shall be installed as required by the Subdivision Ordinance. As part of the development contract, a financial guarantee shall be required as part of the development contract to ensure installation per city requirements. - 11 – 29. MISCELLANEOUS. A. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. Notwithstanding anything herein to the contrary, in conjunction with a sale of the entire land, the Developer may, without the consent of the City, assign this Contract to a limited liability company or other entity in which the Developer or an affiliate thereof has a controlling membership or other controlling ownership interest, provided that such assignee assumes in writing the obligations of Developer under this Contract. B. Certain retaining walls will require a Building Permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans or by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. C. Appropriate legal documents including, but not limited to, those regarding Homeowner Association documents, conservation easements, covenants and restrictions, as approved by the City Attorney, shall be filed with the Final Plat. D. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given thirty (30) days advance written notice of the cancellation of the insurance. The insurance shall be primary and non- contributory as to any policy maintained by the City. E. Third parties shall have no recourse against the City under this Contract. F. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. - 12 – H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for failure to fulfill any of the foregoing covenants. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 30. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This contract is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 31. WARRANTY/PERFORMANCE GUARANTEE. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit or performance bond for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to one (1) year from the date of final written acceptance, unless the wearing course is placed during the same construction season as the bituminous base course. In those instances, the subdivider shall guarantee all work, including street construction, concrete curb and gutter, sidewalks and trails, material and equipment for a period of two (2) years from the date of final written City acceptance of the work. - 13 – C. The required warranty period for sod, trees, and landscaping is one full growing season following installation. Following construction, a certification signed by the design landscape architect shall be filed with the City evidencing that the was installed in accordance with the approved plans and specifications. 32. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in a form acceptable to the City, from a bank, cash escrow or a combination cash escrow and Letter of Credit ("security") for $1,845,360.10 which represents 125 percent of the estimated cost of the Improvements. The letter of credit shall include an automatic renewal clause. The letter of credit shall guarantee to the City the construction and satisfactory completion of all items to be completed by the developer; that the letter of credit shall be reduced from time to time as work is performed and accepted in a satisfactory manner; that the city engineer may reduce the letter of credit to the amount reasonably estimated by the City engineer to be necessary to cover the remaining construction obligations; however, the letter of credit shall not be reduced below the amount estimated by the City to cover all obligations of development including payment of costs and expenses incurred by the City for legal, engineering, planning and any other costs until a maintenance bond for period of one year, satisfactory to the city attorney and the city engineer has been provided by the developer or its subcontractor. - 14 – The amount of the security was calculated as follows: ESTIMATED COSTS City Project Developer ITEM No.______ (1) Installed (2) Private (3) Total Street Construction $384,819.00 $384,819.00 Sanitary Sewer System $199,268.06 $199,268.06 Watermain System $168,734.00 $168,734.00 Storm Sewer System $185,095.60 $185,095.60 Boulevard and Drainage Swale Sod $0 $0 Pond Construction $0 $0 Rain Garden $0 $0 Street and Traffic Control Signs $0 $0 Sidewalk Improvements $0 $0 Trail Improvements $0 $0 Landscaping $36,795.00 $36,795.00 Street Lighting $0 $0 Site Grading & Drainage Imp.* $392,221.75 $392,221.75 Setting Iron Monuments $0 $0 Tree Preservation and Reforestation $0 $0 Wetland Buffer Monuments $0 $0 SUB-TOTAL: $1,366,933.41 $1,366,933.41 Design, Admin, Insp, As-Builts (8%) $109,354.67 $109,354.67 Total: $1,476,288.08 $1,476,288.08 Total Project Cost $1,476,288.08 (1) Public Improvement/City Project. City to own and maintain after development complete. (2) Developer Installed Public Improvements. City to own and maintain after development complete. (3) Private - Property owner and/or property owners' association to maintain after development completed. *Street Construction includes costs for sidewalk and trail improvements **Note: If a grading permit was issued and the financial guarantee released and/or expired, these monies may be used for the required maintenance of the erosion and sediment control plan. 33. This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, without notice, for any violation of the terms of this contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the city - 15 – engineer or designee that work has been completed and financial obligations to the City have been satisfied, with city engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the amounts certified by the Developer's engineer shall be retained as security until: (1) all improvements have been completed; (2) iron monuments for lot corners have been installed; (3) all financial obligations to the City satisfied; (4) the required "record" plans have been received by the City; (5) a warranty security is provided; and (6) the public improvements are accepted by the City. 34. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City at the time of final plat approval: CSAH 116/66th Avenue improvements – partial payment $200,000.00 Water Supply Trunk line area charge (TLAC) $97,494.65 Sanitary Sewer Trunk line area charge (TLAC) $65,587.31 TOTAL CASH REQUIREMENTS LEVIED: $ $363,081.96 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: _______________________________ _______________________________ _______________________________ Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. The Developer shall notify the City within five (5) days of change of address. CITY OF CORCORAN: BY: ______________________________________ Ron Thomas, Mayor (SEAL) AND _____________________________________ Brad Martens, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by Ron Thomas and by Brad Martens, the mayor and city administrator of the City of Corcoran, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 20____, by __________________________________ the ____________________________________ of ______________________________________ on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as RAVINIA 9TH ADDITION Outlot B, Ravinia And Outlot A, Ravinia 9th Addition And Lot 1, Block 4, Ravinia 9th Addition Hennepin County Property Map Date: 1/25/2018 Comments: 1 inch = 800 feet PARCEL ID: 3611923130012 OWNER NAME: U S Home Corporation PARCEL ADDRESS: 52 Address Unassigned, Corcoran MN 00000 PARCEL AREA: 44.45 acres, 1,936,102 sq ft A-T-B: Both SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2016, PAYABLE 2017 PROPERTY TYPE: Vacant Land-Residential HOMESTEAD: Non-Homestead MARKET VALUE: $4,471,000 TAX TOTAL: $78,383.86 ASSESSED 2017, PAYABLE 2018 PROPERTY TYPE: Vacant Land-residential HOMESTEAD: Non-homestead MARKET VALUE: $4,471,000 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 notsuitable 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 2018 Technical Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Kevin Mattson, City of Corcoran Kendra Lindahl, City Planner From: Kent Torve, P.E., Rowdy Schmidt, Kirby Templin, P.E. Date: January 22, 2018 Subject: Ravinia 9th – Plan Review Comments No. 2 A plan set, dated (signed) 12/19/2017, (Final Site Plan) has been received for the proposed Ravinia 9th Addition. The following comments are in regards to the plans submitted and should be considered in revisions to next submittal. General 1. Submit a list, and the status of, all permits required for the project. Overall Comments 2. Recommend building the road, trails and storm sewer to west of pond 17. west of storm structure F2 and F3. Coordinate with City Engineer. Streets 3. Label curb radii 4. Verify no parking sign spacing 5. Temporary cul-de-sac on Annabelle Lane to be offset north to avoid wetland buffers. 6. Provide centerline elevations on trails 7. Provide additional details on trail inside. a. Where does trail terminate to the north? b. Trail to remain out of wetland buffer c. Trail to be 1’ above high water level 8. Show temporary and future Tabor access Landscaping 9. Review tree removal with City Engineer prior to removing any trees. Water and Sewer Water 10. Install temporary hydrant at the end of Annabelle Lane 11. 12-inch valves to be butterfly valves, update on profiles 12. Valve locations to be updated. Coordinate with City Engineer. (See Attached) 13. Lower watermain at storm crossing between STMH 21 and STMH 22 Sewer 14. Sewer over 25’ deep pipe material to become C-900 (From MH E4 to MH F1) 15. 12-inch sewer to be at minimum grade of 0.22% Kevin Mattson, City of Corcoran Kendra Lindahl, City Planner January 22, 2018 2 T:\2294-Corcoran\17-Lennar\Phase 9\rev 2\Phase 9 - Review Comments_2018_0122.docx Storm Sewer 1. Provide storm sewer sizing calculations. Incorporate any changes as needed due to comments. 2. Show sump bottom elevations on profiles 3. Adjust 21-inch pipe to fit in STMH 22 4. Install STMH 5A. Line should terminate with structure. 5. 3’ sumps to be installed in 1st storm structure upstream from discharge. 6. 3’ sump to be installed when incoming pipes have more than a 2’ drop. (CBMH 5 and CBMH 7) 7. It is not clear if there is a depression at structure 14 at the rear of Block 3 Lot 6. Adjust rim and/or update grading as needed to depress the area at structure 14 to collect the runoff. 8. It is not clear if there is a depression at structure 30 at the rear of Block 1 Lot 3. Adjust rim and/or update grading as needed to depress the area at structure 14 to collect the runoff. 9. Adjust grade from CB 16 to E27 to be under 10 FPS a. Adjust easements to maintain a 1:1 slope from pipe 10. Sump connections required lot 1 to lot 7 block 1 because lots do not drain directly to a pond or wetland. 11. Block 1 drainage swale to be narrowed or easement widened to encompass proposed drainage swale. 12. Verify the intent of Culvert 25-26. It is not clear why a culvert is needed at this location and runoff in this area may be able to be routed to FES 23. There also appears to not be enough cover for the culvert to be installed as proposed. 13. Pond 18 outlet to be constructed as either temporary or permanent. 14. Verify condition, type, size and elevation of existing culvert on Tabor driveway between Wetlands 3 and 1H. Improvements to be determined, coordinate with Engineer. Grading 15. Developer to show all sediment basins and erosion control necessary in permanent grading areas, as well as temporary borrow areas. 16. Clearly show grading and clearing limits. 17. Retaining wall at pond 2 to be constructed on private property. 18. City building permit required with design for walls over 4’ in height. 19. Verify retaining wall will be HOA owned and maintained 20. Remove riprap shown on lots 3 and 4 block 2 and lot 7 and 8 block 3 21. Minimum 2% slopes is required. This has not been met in the rear yard of lot 9/8 block 3 22. Show drainage information (EOFs) for block 1 23. Show EOF for ponds 17 and 18 24. Show road crossing EOFs 25. Clarify the intent of storm pond 19 26. Maintenance access bench to be outside of wetland buffer. 27. Maintain drainage across wetland impact areas. (Wetland 1, 2 and 13) 28. The plans do not show wetland impacts at Wetland 2 and Wetland 13 along Gleason Parkway. Verify that there are no wetland impacts, or that impacts from grading are accounted for at this location. Kevin Mattson, City of Corcoran Kendra Lindahl, City Planner January 22, 2018 3 T:\2294-Corcoran\17-Lennar\Phase 9\rev 2\Phase 9 - Review Comments_2018_0122.docx Stormwater 29. Provide the most recent HydroCAD model. Also provide the current existing and proposed watershed maps. Update model and watershed maps as needed due to comments. 30. There appears to be a temporary haul road along the Gleason Parkway corridor through the Wetland 1 and Wetland 2 drainage pathway, and along the Annabelle Lane corridor through Wetland 1. a. Provide additional information on the staging plan for the crossings. Will these become permanent, or will they be restored. b. Maintain drainage at these crossings. Either provide sizing information for temporary culverts, or sizing information if the permanent storm sewer will be constructed. c. What is the anticipated elevation of the top of the crossings? d. Provide erosion control at the temporary crossing along Annabelle Lane. 31. It appears a temporary FES will outlet from structure 31 near Gleason Parkway and Bridle Path, and be ditched to Pond 17. It appears there is a temporary haul road through this area that conflicts with this plan. a. Update temporary drainage plan as needed due to the temporary haul road. The runoff from structure 31 should be routed to pond 17, if a pipe is needed provided sizing for temporary culvert. b. Provide additional information on erosion control/stabilization of the temporary ditch. 32. There is concern that flow from wetland 13 outlet may backup onto the rear yard at Block 1 Lot 7, and/or the drainage from the rear of the Block 1 lots will be impacted. Review this concern and provide a solution and supporting calculations. Two possible options that could be looked into include the following: a. Make structure 22 a drop structure. The drop may need to be 3-5 feet from the invert coming from the rear lots. This drop height would need to be verified after reviewing storm sewer sizing and modeling calculations. b. Another possibility that could be considered is to reroute the FES at structure 23 to the storm sewer routed to Pond 2. This would also need to be verified after reviewing storm sewer sizing and modeling calculations. 33. Label the EOF elevation at Tabor Driveway and Annabelle Lane 34. The low floor elevation should be at a minimum 1 ft above the normal water level. It does not appear the following proposed low floor elevations meet this requirement. Update low floor elevations as necessary to meet this separation requirement. a. Block 1 Lot 7. 35. The low opening elevation should be at a minimum 2 ft above the high water level and 2 ft above the EOF elevation. It does not appear the following proposed low opening elevations meet this requirement. Update low opening elevations as necessary to meet this separation requirement. a. Block 3 Lot 1. Kevin Mattson, City of Corcoran Kendra Lindahl, City Planner January 22, 2018 4 T:\2294-Corcoran\17-Lennar\Phase 9\rev 2\Phase 9 - Review Comments_2018_0122.docx Plat 36. Lot 1 and lot 24 block 3: Adjust D/U easement to encompass storm sewer, or add drainage structure to keep pipe centered in D/U easement. 37. Verify easements over utilities, ponds, wetlands, etc. provide sufficient coverage for access and maintenance activities. End of Comments Ra v i n a Co r c o r a n , M N 10 - 2 9 - 2 0 1 3 10 - 2 9 - 2 0 1 3 Il l u s t r a t i v e D e t a i l E x h i b i t 00 0 2 5 2 8 00 0 2 5 2 8 We s t w o o d P r o f e s s i o n a l S e r v i c e s 76 9 9 A n a g r a m D r i v e Ed e n P r a i r i e , M N 5 5 3 4 4 PH O N E 9 5 2 - 9 3 7 - 5 1 5 0 FA X 9 5 2 - 9 3 7 - 5 8 2 2 TO L L F R E E 1 - 8 8 8 - 9 3 7 - 5 1 5 0 ww w . w e s t w o o d p s . c o m 8’ T R A I L 24 ’ S T R E E T W / T U R N L A N E 12 ’ M E D I A N 80 ’ R I G H T O F W A Y 20 ’ S T R E E T 8’ TRAIL EN T R Y MO N U M E N T ENTRY MONUMENT PA R K W A Y M E D I A N · P e r e n n i a l s · G r a s s e s · S h r u b s · O r n . T r e e s · O v e r s t o r y T r e e s nts En t r y S e c t i o n / E l e v a t i o n EN T R Y MO N U M E N T EN T R Y MO N U M E N T CO HWY 101 8’ T R A I L RO W RO W BE R M 20 ’ S T R E E T 24 ’ S T R E E T W/ T U R N L A N E PA R K W A Y M E D I A N 12 ’ - 2 0 ’ W I D E 8’ T R A I L PE R E N N I A L S / AN N U A L S 3- 5 ’ S H R U B S WE T L A N D En t r y D e t a i l sc a l e : 1 ” = 2 0 ’ Pa r k w a y & M e d i a n D e t a i l EXISTING WETLAND ROWWETLAND BUFFERENTRY MONUMENTENTRY MONUMENT 20’ STREET FIELDSTONE BLVD N 2 0 ’ S T R E E T 20’ STREETSODSOD24’ STREET W/ TURN LANE PO N D POND EX I S T I N G WE T L A N D FUTURE PLANTINGSBUFFER PLANTINGS BUFFER PLANTINGSBOULEVARD TREES (TYP.)CO HWY 101 SU B MO N U M E N T scale: 1”=50’ PA R K W A Y L A N D S C A P I N G · P e r e n n i a l s · O r n . G r a s s e s · S h r u b s · O r n . T r e e s · O v e r s t o r y T r e e s · S o d b o r d e r e d g e sc a l e : 1 / 2 ” = 1 ’ - 0 ” Ma i n E n t r y M o n u m e n t Su b M o n u m e n t sc a l e : 1 / 2 ” = 1 ’ - 0 ” Trailhead Monument scale: 1/2”=1’-0” 7699AnagramDriveEdenPrairie,MN55344PHONE952-937-5150FAX952-937-5822TOLLFREE1-888-937-5150 7699AnagramDriveEdenPrairie,MN55344PHONE952-937-5150FAX952-937-5822TOLLFREE1-888-937-5150 xxx 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE1-888-937-5150 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE1-888-937-5150 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE1-888-937-5150 x x x x x 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE1-888-937-5150 7 r 00 ANI y_ PUBLIC COMMENT CARD CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763 - 420 -2288 www.ci.corcoran.mn.us �! Meeting Rules of Con duct. Date: ,�� / / Open Forum: Yes or No /fvoci are not speL i17 11117 a,;e»da iteln, voci iv111 speak at open Fortun Name of Speaker: • Fill out and turn In White comment '/' a s (PLEASE PRIN" cLEARL Y) card to a staffinember. Related to Agenda Item: Yes or No Agenda Item Number: -.-- --�. r �� • When called upon, approach podium and state name and address. Are you speaking for the item against the item not applicable Indicate ifrepresenting a group. Representing: • Limit remarks to 3 -5 minutes. 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Telephone (optional): Please Approach the Podium to Speak When Called Upon _ .'►• };.� iii �' °'� • CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763- 420 -2288 www.ci.corcoran.mn.us Date: /�°� / % Open Forum: Yes or No /f s� �r rlr* S it" �i'l'no WI M rrQollt ��r if�'rrt, cots ti- rlt sneak art Op en I- 0r rr117 Name of Speaker: �c f� lr Related to A enda Ytem. Yes or No- Agenda Item Number. Are you speaking for the item against the item not applicable Representing: Address: Iq 7 A-57 R Meeting .Rules of Conduct: • Fill out and turn M White comment card to a staffineniber. • When called crpon, approach podium and state name and address. • .Indicate ifrepresenting a group. • Limit remarks to-3- 5 minutes. Telephone (optional): Comments: �(,� l 4c-�' �- 5,�, /� f _,� ? 41&1 Please Approach the Podium to Speak When Called Upon 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kendra Lindahl, Landform DATE: February 15, 2018 for the February 22, 2018 City Council Meeting RE: PUD Sketch Plan and EAW (Environmental Assessment Worksheet) for “Encore” a 393-home development from Pulte Homes of Minnesota, LLC at 9975 County Road 101 (PID 1211923120001, 0111923430002 & 0111923440001) (city file 18-004) 60-DAY REVIEW DEADLINE:March 26, 2018 1.Application Request Pulte Homes of Minnesota, LLC has submitted a request for review of a PUD (planned unit development) sketch plan to consider a 393-home development. This is a modification of a sketch plan reviewed last fall. The applicant is also working with staff to compete an EAW. The item for the City Council to consider is to direct staff to continue working with the applicant to complete the Draft EAW for distribution. This EAW document is required pursuant to the Minnesota Environmental Review rules for residential developments with more than 250 homes for a city the size of Corcoran. 2.Analysis of Request EAW Under Minnesota Environmental Review Program rules, the City is the governmental unit responsible for preparing this EAW and determining whether the project has the potential for significant environmental effects. Staff is still working with the applicant to finalize the document, but would expect a final document to be completed by the end of the month. When staff determines that the DRAFT EAW is complete and accurate, the document will be sent to the Environmental Quality Board (EQB) for publication and distributed as required by the rules. The publication in the EQB Monitor starts the 30-day period for comments. During this time period, the agencies and any member of the general public may comment on the EAW. Comments submitted during the 30-day comment period should address the accuracy and completeness of the material contained in the EAW, potential impacts that may warrant further investigation before the project is commenced, and the need for an EIS on the proposed project. After the close of the comment period, staff and the applicant will prepare responses to the comments for review and consideration by the City Council. The response is included in the record of decision. Agenda Item: 9d. Encore PUD Sketch Plan and EAW (18-004) 2 February 22, 2018 The purpose of the environmental review process is to provide usable information to the project proposer, governmental decision-makers, and the public concerning the primary environmental effects of a proposed project. The EAW should identify measures to protect the environment that can later be imposed as conditions of approval in future development applications. Furthermore, an EAW is not a means to approve or deny a project, but is an additional source of information to guide decisions. Reguiding and Rezoning The project as proposed would require a land use guide plan map amendment and zoning map amendment. The applicant would request that the property be reguided from Mixed Residential, High Density Residential, Commercial and Light Industrial to Low Density Residential, which is expected to develop at 3-5 units per acre. They would request that the property be rezoned from UR, RSF-2 (Single Family Residential 2), RMF-3 (High Density Residential), C-2 (Community Commercial) and I-1 (Light Industrial to PUD (Planned Unit Development). The City has a high level of discretion when considering land use guide plan amendments. The land use guide plan is a major component of the City’s comprehensive plan. The land use plan is the City’s long range planning tool that indicates what type of development should occur on all land within the city—it is the City’s plan for how it wants to direct future development, redevelopment and growth. The City Council may guide property as it deems necessary to protect and promote the general health, safety and welfare of the community. he City has a relatively high level of discretion in in approving or denying a rezoning application. The proposed zoning must be consistent with the comprehensive plan. The zoning ordinance and zoning map are the enforcement tools used to implement the goals and standards set by the comprehensive plan. Proposed PUD Uses The applicant has provided a proposal for what the framework for the PUD might be. The Council should provide feedback on the applicant’s narrative and whether there are additional issues to be addressed or items that would not be desirable in this PUD. The applicant would take those comments under advisement as they prepare a formal submittal. Sketch Plan The applicant’s sketch plan shows 393 detached villa townhomes and future phases of Commercial and Industrial development (non-residential areas to be developed primarily by others). The sketch plan shows 3.04-3.28 units per acre. This complies with the Low Density Residential land use category requirement of 3-5 units per acre. The homes would be marketed to a 55+ age buyer and would be homeowners association maintained yards/drives with private amenity package. The narrative and plans indicate a mix of Encore PUD Sketch Plan and EAW (18-004) 3 February 22, 2018 44-, 50- and 60-foot lots. The homes will be single level homes with 2- and 3-car garages. The narrative describes in detail the design concepts that the applicant envisions, including a significant entrance feature, security features, a private amenity center and upgraded landscaping. Setbacks Staff recommends that development standards be established for the ease of the City and Developer if the project progresses. The table below compares the request to the standard zoning: Proposed RSF-3 (single family) Minimum lot area unknown 7,500 sq. ft. Minimum lot width 44-, 50- and 60-foot villa lots 65 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet 100 feet Front, From all other streets 25 feet primary/20 feet secondary 20 feet Side 5 feet 10 feet/5 feet garage Rear 20 feet 30 feet Maximum Principal Building Height unknown 35 feet Staff notes that there is a 100-foot setback from County Road 101. The 100-foot setback from major roadways is intended to maintain green corridors throughout the City. The ordinance allow a structure setback reduction to 60 feet if significant additional landscaping is provided adjacent to the roadway. Utilities Water is planned to be provided from Maple Grove to the east. The site can obtain sanitary sewer service from the new Metropolitan Council Environmental Services (MCES) lift station in the northeast corner of the city. The developer’s narrative states that they are willing to finance the full cost of extending trunk sanitary sewer to the property. They would pay the full cost of this improvement and would ask to enter into a “recapture agreement” with the City where the TLAC fees paid by benefiting properties would be passed through to Pulte to pay off this cost as property along this trunk sanitary sewer line develops. (the city has a similar agreement in place with Lennar for the trunk line that extended from the MCES lift station on the Schommer property to the Ravinia development). The City ordinance requires developers to stub sanitary sewer, water and streets to the property line, which means development of this infrastructure makes development possible for adjacent properties. This utility extension would likely be the primary benefit of the PUD. Transportation The City Engineer’s memo provides detailed transportation comments. Encore PUD Sketch Plan and EAW (18-004) 4 February 22, 2018 The plans show a mix of 50- and 60-foot street rights-of-way. Staff recommends that the right-of- way for through streets and streets leading to the public park be 60 feet wide. As part of the development plan, the County will likely request an additional right-of-way for County Road 101 and turn lanes will be required to be installed at the developers cost. A right and left turn lane will be required to be constructed on County Road 101. The developer will also need to connect to County Road 116. However, staff notes that there is a 10-foot wide outlot (Outlot A, Hunters Place) between this property and the Hunters Ridge right-of- way. This outlot was shown on the preliminary plans, but the approval required the outlot to be eliminated and the right-of-way extended to the property line. Unfortunately, for reasons that are not clear from the property file, this did not happen. For this property to develop, the outlot must be acquired by the developer or the City and deeded as a public right-of-way as originally intended. Access to County Road 116 is required to be completed prior to construction phase 4 as Hunters Ridge provides the only street access to the site. Future access is stubbed to the properties to the north and south. Hennepin County will likely require additional improvements to CR 116 when this connection is made. The plan shows a realignment and upgrade of Stieg Road, which will need further review as part of a formal development application. Access to the commercial and industrial properties must be shown on the plans. Phase I shows two stubs to the south and two cul de sacs. Staff recommends that the developer review this concept to look at eliminating the western stub, which seems unnecessary and making that second connection off the western phase I cul de sac. Consider a redesign to loop the two cul de sacs to create a through street. Stormwater The sk etch plan shows several stormwater ponds. Stormwater appears to be manageable without off-site improvements. Public Safety The public safety committee has reviewed the proposal and provided a memo of recommendations. The applicant should review all of the public safety comments and try to respond to them should the project proceed. Public safety also noted that they will be evaluating a possible emergency siren within the project site. Encore PUD Sketch Plan and EAW (18-004) 5 February 22, 2018 Wetlands The wetland delineation has not been completed. ECWMC is the LGU for the Wetland Conservation Act and they will review and approve the delineation. The subject wetlands are ranked on the National Resource Communities Quality Rankings map as low and medium quality; however, for the wetlands that are not shown on that map, the applicant should complete a MNRAM study to determine wetland quality. The sketch plan appears to identify wetland buffers and setbacks, but not enough information is provided to review at this time. If mitigation occurs, a mitigation plan must be submitted for review and approval and Elm Creek Watershed District approval must be obtained. All wetlands must be blanketed by a drainage and utility easement. Landscaping No landscape plan was provided with the concept plan, but staff notes that a well-designed landscape is an important part of this project to ensure transitions between potentially conflicting land uses (single family homes and higher density development planned on the adjacent property). We will review the landscape plan with the development plan submittal for compliance with the ordinance standards. The developer may wish to provide an upgraded landscape plan as one of the PUD benefits. Parks and Trails The Park and Trail map in Comprehensive Plan shows an on-road trail on County Road 101, which could be accommodated within the additional right-of-way. Additionally, an off-road trail is planned to run north-south through the center of the site and another to extend west where it can ultimately connect to the Hunter Place development and out to County Road 116. The plan shows a Neighborhood Park/Community Park and an OSP park on this property, which is generally shown on the plans. • Neighborhood parks are the most local unit of the park system, providing for the passive and active recreational needs of neighborhood residents. These parks should be accessible to a wide variety of user groups living in the neighborhood. These parks typically do not provide organized athletic programs. • Community parks provide recreational opportunities for people of all ages and serve several neighborhoods. These parks seek to preserve unique landscapes and natural areas. Community parks are intended to be multipurpose parks that provide a broader range of services than neighborhood parks. However, community parks may serve the neighborhood playground needs of immediate residents or may be integrated with community play fields. • Open space or natural park sites are typically within the high-quality natural community areas identified in the City’s Natural Resource Inventory. Open space parks should be connected by trails to the City’s Natural Resource Corridors and to other parks. Conservation parks will be left in a natural or semi-natural state, with a minimum of development. These parks contain high-quality natural resource areas such as lakes, wetlands, or woodlands. Recreational uses are secondary to the preservation of natural open space and the conservation functions of these areas. Compatible recreational uses include hiking, picnicking and nature study. Encore PUD Sketch Plan and EAW (18-004) 6 February 22, 2018 The plan shows dedication of open space park in the center of the site, but it should be modified to provide parking for Corcoran residents who may not live in the neighborhood. The land where the park is located is heavily wooded, which makes it ideal for an open space or natural park and less desirable for a community park. The applicant is showing dedication of part of the land for the neighborhood/community park on the northern portion of the site. This appears to be consistent with the Comprehensive Plan. The Code requires 5-foot wide sidewalks on one side of all public streets and the plans should be revised to show these sidewalks. There are also a number of trails planned to wind through the site. The City requires an 8-foot wide trail in a 20-foot wide easement. The trail plan should allow the public to use the public trails to get through the site and to/from the proposed public park in the center of the site. There are some gaps in the trail system that would need to be addressed if the project proceeds. Park dedication for this project would be reviewed by the Parks Commission with the preliminary plat application, but would likely be cash-in-lieu of land with credit given for dedication of public park land and public trail easements. However, the developer could suggest additional park land dedication or construction of the trails as one of the benefits of the PUD. The City should accept park dedication in the form of land where shown on the maps. The City may accept cash-in-lieu of land if park dedication requirements are not met by the trail dedication. Next Steps a. The EAW will be completed and submitted for public comment and then brought before the Council for action. b. If the applicant chooses to proceed with the application, they would need to submit applications for: i. Comprehensive Plan Amendment ii. Zoning Map Amendment iii. Preliminary Plat iv. Preliminary PUD Development Plan c. Then the applicant would submit applications for: i. Final Plat ii. Final PUD Development Plan The Comprehensive Plan Amendment will require a 4/5 vote (super-majority) of the Council. This is a policy decision and the Council has a high level of discretion in reviewing a comprehensive plan amendment. While this is not the formal application, the Council should provide direction to the applicant so that they can decide whether to proceed with formal application. Encore PUD Sketch Plan and EAW (18-004) 7 February 22, 2018 3. Action The applicant is requesting comments on this sketch plan. Any comments given by the City Council are advisory in nature and non-binding. While the comments are non-binding, the applicant will consider the comments from the City Council when they prepare their formal submittal. The Council should direct staff to continue working with the applicant to finalize the EAW for distribution and distribute the plan for public comment. Following the EAW comment period, it will be brought to the City Council for action on the EAW. Attachments a. Aerial Location Map b. Memo from City Engineer dated February 12, 2018 c. Memo from Public Safety dated February 13, 2018 d. Applicant’s Narrative dated January 25, 2018 e. Revised Site Rendering dated February 5, 218 f. Site Graphics dated January 25, 2018 g. DRAFT EAW (Appendix B – Traffic Study is not included due to size, but available at city hall) Hennepin County Property Map Date: 9/21/2017 Comments: 1 inch = 1,600 feet PARCEL ID: 1211923120001 OWNER NAME: Carol J Newman Trust PARCEL ADDRESS: 9975 Co Rd No 101, Corcoran MN 55340 PARCEL AREA: 112.96 acres, 4,920,472 sq ft A-T-B: Abstract SALE PRICE: SALE DATA: SALE CODE: ASSESSED 2016, PAYABLE 2017 PROPERTY TYPE: Farm HOMESTEAD: Non-Homestead MARKET VALUE: $716,900 TAX TOTAL: $9,442.12 ASSESSED 2017, PAYABLE 2018 PROPERTY TYPE: Farm HOMESTEAD: Non-homestead MARKET VALUE: $712,300 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 notsuitable 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 2017 Engineer’s Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Kevin Mattson, PE, Public Works Director From: Kent Torve, P.E. Date: February 12, 2018 Subject: Pulte Concept Plan for NE Corcoran 0.0 Setting The concept consists of 393 urban residential lots west of CR 101 in northeast Corcoran. The property will require significant transportation upgrades, sewer and water extensions, and stormwater management. 1.0 Access and Transportation The site’s four access points include CR 101, Hunter’s Ridge, Stieg Road and undeveloped agricultural land to the south. A more detailed traffic analysis was submitted by the applicant with the EAW process. It is reasonable to assume at this concept stage that significant improvements will occur and be the responsibility of the development. Staff reviewed the concept which resulted in the following summary: • Southeast Access (Main Entrance) o The access location for the main entrance will be as shown. CR 101 will be improved with turn lanes and analysis will be performed for warrants for signalization o Access to the Commercial Outlot should be shown o Need for ROW on the property to the north will be reviewed during preliminary design • Southwest Access Phasing of the development will be analyzed during future reviews, this portion of the development may need a second access prior to platting. o This access will increase traffic through Hunter’s Ridge resulting in a need for upgrading the existing bypass lane to dedicated turn lanes at CR 116 o Hunter’s Ridge street improvements will be further reviewed. Options include mill and overlay or reconstruct • North Access This access will exit onto Stieg Road, which will be upgraded and turn lanes will be installed at CR 101. Stieg Road is shown as being realigned to create perpendicular connection at CR 101. However, this location may shift north or south after review with consideration of the following; o County will review and provide direction on the location of Stieg Road / CR 101 o Maple Grove long term transportation plan will be reviewed and discussed with Maple Grove and County o Other items include a line of sight analysis, potential signaling, and intersection spacing • City will review the length of improvement (paving) of Stieg Road. Options range from the length of the development, to the complete length of Stieg from CR 101 to CR 116. Internal • Provide access to Commercial Outlots and adjacent properties • The south border of the development has two cul de sacs, which should be connected • Address the public open space parking needs • ROW will differ within the development, the main “loop street” will have more ROW than small volume internal streets 3.0 Sewer Feasibility study was delivered as draft (November 2017) and this updated development concept is consistent with those findings. The trunk sewer will extend from the MCES metering connection point, down to Stieg Road and cross into the development. • Trunk Line Area Charge (TLAC) will need to be established for the benefitting area of the main trunk line • Soil borings will be necessary • Permits, easements, and wetland analysis will be required 4.0 Water Water service is available south of the main entrance, via a 16-inch pipe installed by Maple Grove. • Water TLAC charge for NE Corcoran will need to be established. • Water pressure modeling will need to be performed to review both initial phases and ultimate buildout • Easements will be needed to extend trunk line from the connection point to the main entrance • Boring pipe is typically performed resulting in disturbance on the Maple Grove side and potential temporary easement needs • A future north water connection to City of Rogers will be reviewed. This emergency connection is typical when installing infrastructure adjacent to neighboring cities 3.0 Stormwater The Elm Creek WMO is the responsible agency for reviewing the stormwater impacts of development. WMO rules will be followed, and additional review of offsite discharge points will be analyzed. • Aerials show a major drainage pattern to the west/northwest wetland complex and beneath CR 116. Downstream drainage improvements may be necessary • Developments of this size have incurred a cost for the City to complete a future regional improvement project End of Memo CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us Memo To: Planning (Planner Lindahl) From: Director Gottschalk Date: February 13, 2018 Re: Pulte Homes Plan Review A Public Safety plan review meeting for the proposed Pulte Homes Plan Review was held on 02/13/2018. In attendance were: Director of Public Safety Gottschalk, Lieutenant Ryan Burns, Fire Chief Feist, and Code Compliance Official Pritchard. The following are comments from the meeting: 1. Recommend a minimum 5’ setback, noting that any projections <5’ from the property line will require fire protection. (Walls within 5’ require a one-hour fire assembly.) 2. The Fire Chief will need to approve hydrant placement. 3. Temporary cul-de-sacs will be required at road stubs over 150’. 4. Recommend removing cul-de-sac islands. 5. Approved lighting should be provided on the open space trails. This memo serves as a concept review and assumes that all specifications not articulated in the concept meet City standards. Additional fire and building codes will apply. 1 We Build Consumer Inspired Homes and Communities to Make Lives Better “ENCORE” APPLICATION FOR: PUD SKETCH PLAN CORCORAN, MINNESOTA January 25, 2018 Introduction Pulte Homes of Minnesota, LLC (“Pulte”) is pleased to be submitting this application for PUD Sketch Plan review. Pulte’s company vision is “Building Consumer Inspired Homes and Communities to Make Lives Better”. We are one of the largest homebuilders in the United States with corporate offices in Atlanta, Georgia. We currently operate under three distinct brands of homebuilding throughout the country: Pulte Homes, Centex Homes, and Del Webb. Pulte’s Minnesota Division has an office in Eden Prairie and sold over 500 homes in the Twin Cities in 2017, all under the Pulte Homes brand. Pulte will act as both developer of the property and builder of the homes within Encore. The primary contact for Pulte is: Paul Heuer, Director of Land Planning & Entitlement 7500 Flying Cloud Drive, Suite 670 Eden Prairie, MN 55344 952-229-0722 Paul.Heuer@PulteGroup.com The owners of the properties are: Carol J. Newman Trust 4755 Callahan Mountain Road Springdale, AR 72762 Mary Schober Martin and Joel Martin 19319 Stieg Road Corcoran, MN 55374 2 Property Legal Description & Addresses Legal Description - Newman: The North Half of the Northeast Quarter of Section 12, Township 119, North Range 23, West of the Fifth Principal Meridian, Hennepin County, Minnesota; Except that part of the Northeast Quarter of the Northeast Quarter of Section 12, Township 119, Range 23, described as follows: Commencing at the Northeast corner of said Northeast Quarter of the Northeast Quarter; thence South along the East line of said Northeast Quarter of the Northeast Quarter a distance of 514 feet; thence at right angles West a distance of 618.65 feet; thence at right angles North a distance of 514 feet to the North line of said Northeast Quarter of the Northeast Quarter; thence East along the said North line to the point of beginning. Also, the Northeast Quarter of the Northwest Quarter of Section 12, Township 119, Range 23, Hennepin County, Minnesota. Address - Newman: 9975 County Road 101 Corcoran, MN 55340 Legal Descriptions - Schober: The S 2/3 of the SE ¼ of Section 01 T 119 R 23 lying westerly of the E 1526.22 feet TH of subject to Stieg Road The E 1526.22 feet of the S 2/3 of the SE ¼ of Section 01 T 119 R 23 subject to Stieg Road and County Road 101 Addresses - Schober: 19319 Stieg Road Corcoran, MN 55374 19301 Stieg Road Corcoran, MN 55374 Key Facts • Existing zoning is a combination of Urban Reserve (UR), Single Family Residential (RSF-1), High Density Residential (RMF-3), and Community Commercial (C-2) • 2030 Future Land Use Plan is a combination of Low Density Residential, Mixed Residential, High Density Residential, and Commercial • Proposed zoning - PUD and either C-1 or C-2 • Proposed uses - 2.1-acre commercial outlot and 393 detached villa townhomes with homeowners association maintenance and a large private amenity center o 122 of the lots will be 44 feet wide o 169 of the lots will be 50 feet wide – homes with optional basements o 102 of the lots will be 60 feet wide – homes w/basements and 3-car garages • Key area calculations: Areas Newman Schober Total Gross (purchased) 113.6 70.04 183.64 Wetlands (preserved) 29.67 12.85 42.52 Perimeter ROW dedication 0.74 0 0.74 Net 83.19 57.19 140.38 3 • Gross density = 393 units/183.64 acres = 2.14 units/acre • Net density = 393 units/140.38 acres = 2.80 units/acre • Minimum home setbacks o 25 feet front o 5 feet and 5 feet side o 20 feet rear (internal lots) and 25 feet rear (perimeter lots) Neighborhood Vision We have been searching for a location in the Twin Cities to create an age-restricted community that would serve the needs and desires of buyers who are 55 years and older. Many active adult buyers are searching for a neighborhood with the following attributes: single level homes; homeowners association yard and snow maintenance; a safe and secure feeling; the attractiveness of a resort; and provides social and recreational opportunities. Encore has been designed to cater to these buyers. Del Webb is one of the brand names under which Pulte Group builds homes. Del Webb is a renowned brand name across the country that exclusively caters to the active adult 55+ market. Del Webb creates extremely popular, high-amenity active adult communities. We continue to evaluate whether Encore can be branded as the first Del Webb neighborhood in Minnesota. Regardless, we anticipate incorporating many of the traditional Del Webb neighborhood design characteristics into Encore. Our neighborhood vision for Encore includes the following intentional design attributes: 1. Entrance experience – At the primary entrance to the neighborhood off County Road 101 (across from 100th Ave N), there will be plentiful open space, a large monument, and robust landscaping. 2. Arrival drive – The arrival drive leads the driver directly from the main entrance to the amenity center. The arrival drive consists of a parkway with a wide, heavily landscaped center median and runs immediately adjacent to a wetland, providing beautiful, open views. There are no driveways on the parkway, creating a feeling of luxury, beauty, safety, and a welcoming sense of arrival into the neighborhood. 3. Amenity center – This buyer expects an amenity center that caters to their recreational and social needs. We have strategically planned this amenity at a central location overlooking the largest wetland on the property. Market research is underway to determine what facilities would satisfy the needs and desires of our local active adult market. 4. Trails/Open Space – We used the City’s Comprehensive Plan as a guide for preserving valued natural resources, providing land for an active public park, and designing an interconnected public trail system. 5. A feeling of security – It is very important to this buyer that their neighborhood feel safe and secure. This is accomplished by a variety of intentional design approaches such as buffer plantings in key perimeter areas, parkway arrival drive, sidewalks along every street, etc. 6. Single level villa homes – The active adult buyer oftentimes wants to move into a single level home with no or minimal stairs, homeowners association maintained yards/snow removal, and social and recreational opportunities. We will be offering homes and a neighborhood that provides all of these attributes. Buyers will be able to choose from different product lines of homes, each catering to a different square footage, price point, and location/views. 4 The Sketch Plan We previously submitted a sketch plan to the City in the fall of 2017. The current sketch plan includes basically the same layout of the old sketch plan (Newman property), but adds land to the north (Schober property). For the sake of clarity, we’d like to point out some key features of the revised sketch plan: 1. We will be developing a commercial property (Outlot A) at our main entrance. We have not yet sought a user for this property. 2. We are not purchasing nor developing the east part of the Schober property that is guided for Light Industrial and Commercial uses. Although demand for these uses in this location is very weak, this approach enables our application to be substantially in compliance with the City’s Comprehensive Plan. 3. We are proposing to realign a section of Stieg Road that will increase the safety of the intersection at County Road 101 and create a more usable Light Industrial property. 4. The Schober family wishes to continue to live in the existing homestead. Therefore, we designed our Sketch Plan to accommodate their wish. They will retain a 3.7 acre property that can be further subdivided in the future if they wish. We have carefully studied the market, the City’s Comprehensive Plan, and have worked very closely with the existing property owners to create an application that works for all parties. We are very pleased with the way that the sketch plan has come together. Zoning/Land Use Existing zoning of the property is a combination of Urban Reserve (UR), Single Family Residential (RSF-1), High Density Residential (RMF-3), and Community Commercial (C-2). The City’s 2030 Future Land Use Plan shows a combined land use guidance of Low Density Residential, Mixed Residential, High Density Residential, and Commercial. The U.S. commercial/retail industry is going through a massive transition resulting in a significant reduction in the amount of “brick and mortar” stores. Many cities are reducing the amount of commercially zoned properties in response to the resulting reduced demand. As part of this application, we will be creating a two-acre commercial property at our main entrance off County Road 101. We will be proposing to rezone the commercial use property to Neighborhood Commercial (C-1) or Community Commercial (C-2) and the residential use property to Planned Unit Development (PUD). Environmental Assessment Worksheet Under Minnesota state statutes, this residential development exceeds a threshold for preparation of a mandatory Environmental Assessment Worksheet (EAW). We have worked with City staff to determine the scope of the EAW and we have begun work on the document. As part of this work, we will be assessing the impact that this neighborhood will have on the environment. We will providing additional information about the EAW when it becomes available. 5 Park Dedication The City’s Comprehensive Plan identifies the woods in the central part of the Newman property as a “High Quality Natural Community” (see brown area in the graphic below). It further defines it as a “Maple/Basswood” forest. In addition, the location of this woods is ideal for a passive public amenity. The Comprehensive Plan also identifies many recreational facilities planned for the general area (see graphic below). A Neighborhood Park (“NP”) and/or Community Park (“CP”) are shown in the below graphic as well as public trails illustrated in orange. 6 The combination of a Neighborhood or Community Park and wooded open space interconnected by public trails will be a very attractive public amenity for the area. We have incorporated these features into our sketch plan and have integrated them into the Encore neighborhood, with convenient access for those outside of the neighborhood. See below graphic. (Note: We request that the public park be named “Schober Park”.) Our high-level calculations (see below) suggests that in providing all of the amenities shown in the Comprehensive Plan, we will be dedicating well more than required for this application. We are dedicating a wooded natural resource, active park land, and the construction of public trails. At this time, we are not seeking reimbursement for the excess dedications. Park Dedication Net area 140.38 15% 21.06 Preserved woods dedicated 8.75 Schober neighborhood park 3.5 Total land dedicated 12.25 Valuation of deficit $412,558 Construction value of trails $374,220 Private amenity credit of up to 20% $321,403 Total value of excess park dedication $283,066 Our Homes Pulte Homes is known for the extraordinary steps that we take to ensure that we are designing and building homes that meet the needs and desires of home buyers. We continually reach out to the public and Pulte homeowners to get feedback to improve our home designs. W e call this Life Tested®. We build prototypical rooms and homes in warehouses across the country and pay members of the public to walk through and provide written feedback on the homes. Through this intensive process, we have conceived of and incorporated many innovative home design features such as the Pulte Planning Center, Everyday Entry, Super Laundry, Oversized Pantry, 7 and the Owner’s Retreat. This exhaustive process has played a major part in Pulte’s success in “Building Consumer Inspired Homes and Communities to Make Lives Better”. Buyers will be able to choose from different product lines of homes with varying size, prices, and views/locations. Below is a brief description of the lot and home selections that we envision being offered at Encore. All product lines will offer a variety of architectural facades and structural options. 44-Foot Wide Lots Our sketch plan shows 122 lots at a width of 44 feet. The homes planned for these lots will be 30-feet wide and range in size from 1,300 to 1,700 square feet. These smaller floor plans are very popular for singles/widows in our active adult neighborhoods. They typically have two bedrooms and a two-car garage. All homes will be slab on grade (no basements). We anticipate home valuations from the high $200k’s to the mid-$300k’s. 50-Foot Wide Lots Our sketch plan shows 169 lots at a width of 50 feet. The homes planned for these lots will be 40-feet wide and range in size from 1,680 to 1,960 square feet (excluding basements). These homes are typically the largest selling product line in our active adult neighborhoods across the country. The homes typically have two bedrooms and a two-car garage. This versatile product line also offers many options such as a third bedroom, a bonus room, and/or a finished basement. We anticipate home valuations from the mid-$300k’s to the mid-$400k’s. 60-Foot Wide Lots Our sketch plan shows 102 lots at a width of 60 feet. The homes planned for these lots will be the same product line as for the 50-foot wide lots. However, all of homes on 60-foot wide lots will have basements and three-car garages. These lots are typically in the premium locations with the most attractive views. We anticipate home valuations from the high $300k’s to the low $500k’s. Trunk Sewer Background The City Comprehensive Plan shows many properties in northeast Corcoran that will eventually be served by a trunk sanitary sewer starting near Rush Creek (upper right corner of the below graphic). The trunk sewer must first pass through industrial property (light purple). 8 There are many market signals indicating that industrial properties in northeast Corcoran will not be in demand for at least the near to mid future: • The Corcoran industrial property where the sewer is currently available has been for sale for almost 5 years will no interest expressed even though it was well known that the sewer was being extended to this area by the Metropolitan Council. • Developer/broker feedback: “You’re wasting my time regardless of the price.” • Opus Group: “…industrial development in this general location is not responsive to foreseeable market conditions.” • Opus Group: “Excess supply in an arguably better location given freeway proximity and existing infrastructure; coupled with immediacy of availability makes for a very challenging prospect of successfully advancing more industrial development.” In addition, in 2014 the City of Dayton massively increased their allocation of Commercial/Industrial land – all with strong access (see below graphic): • 957 acres Industrial land (purple) • 120 acres Commercial (red) • 167 acres Business Park (lavender) • 277 acres of Mixed Use land (pink) Any development in northeast Corcoran would serve the purpose of “unlocking” the trunk sewer serving this area. South of the industrial property are a number of residential, business park, mixed use, and commercial properties which now are not development-ready” due to their long distance from existing sanitary sewer. Pulte Homes is willing to finance the full cost of extending trunk sewer to and through the Encore neighborhood in conjunction with development of Encore. In effect, we are willing to loan the City this money at our risk. We will enter into a “recapture agreement” with the City which would result in Pulte Homes being reimbursed by the City over time as the City collects sewer impact fees from development of other properties in northeast Corcoran. Recapture agreements are not unusual and have been a useful instrument in dealing with just this type of situation in other jurisdictions across the country. 9 What this Approach Accomplishes 1. Unlocks other development potential – Currently, all development in northeast Corcoran is being “held hostage” by the industrial properties. Our approach will unlock potential development throughout northeast Corcoran. Development of Encore will result in extending sewer to the properties zoned Business Park and Mixed Use off County Road 30 perhaps as soon as the end of 2018. At the current time, these properties cannot even be considered by prospective buyers. Bringing sewer to these properties will make them development-ready. Development in this area will generate significant real estate taxes for the City. 2. Provides another option for solving the septic dilemma – Every City encounters issues with failing septic systems. This can be a very complicated and controversial issue. There are many septic systems to the west and northwest of Encore. It would be very helpful for the City to have the permanent option available for consideration – extension of sanitary sewer. In conjunction with development of Encore, sewer will be brought much closer to some of these rural residential areas (Hunter Ridge, Jackie Lane, Country Circle, Country Road, and Robert Lane). It also brings sewer to Immanuel United Methodist Church and brings it closer to Hope Community Church. 3. No cost or risk to the City – We recognize that the City does not feel comfortable at this time financing the extension of this trunk sewer. Pulte Homes will finance the extension at our cost and our risk. To date, we have financed the preparation of a City feasibility report for extending the trunk sewer which determined that it is feasible. If we receive favorable feedback on the sketch plan from the City Council, we will finance the design and construction of extending the trunk sewer to and through Encore. Active Adult Neighborhood Active adult neighborhoods are not all that common, but they are highly sought after because of the many benefits they bring to a community. What can you expect? • A beautiful, highly sought-after neighborhood • Quality citizens • Positive financial cost/benefit • Energized business climate Benefits of an age restricted neighborhood • Light use of streets, water, wastewater, and police • Disposable income leads to high consumption • Pay their real estate taxes, which will be significant • Contribute to schools, but don’t send students • Greatly reduced rush hour traffic compared to typical residential neighborhoods Social presence • Volunteerism • Civic minded 10 Phasing & Schedule The following preliminary schedule for development is envisioned based on current information and the below preliminary phasing plan. As development progresses, phase boundaries will be refined. Summer 2018 Preliminary plat approval Summer/Fall 2018 City installation of trunk sewer Summer/Fall 2018 Development of Phase 1 2019 Development of Phase 2 2020 Development of Phase 3 2021 Development of Phase 4 2022 Development of Phase 5 (if needed) 2022-2024 Full build out 11 Planned Unit Development (PUD) We are proposing to rezone the property to a commercial use (Outlot A) and PUD (residential uses). In evaluating a PUD application, the City Council weighs the overall benefits of the proposal versus deviations from City ordinances. Here is a summary of the overall benefits and deviations from ordinances of Encore. Overall benefits: 1. Construction of and financing trunk sewer – At no risk to the City, Pulte is proposing to construct and finance a large amount of trunk sewer which will benefit a far greater area. Pulte is assuming a large amount of cost and risk in doing so ($3.7M estimated in the feasibility report). 2. Trunk sewer to business park/mixed use/commercial properties – In Phase 1 (2018), we anticipate extending the trunk sewer to or near the properties at the northwest quadrant of County Road 101 and County Road 30. This opens many high-profile and valuable properties for potential development. 3. Preservation of woods – In compliance with the vision outlined in the City’s Comprehensive Plan, we are preserving over 8 acres of hardwood forest/open space. 4. Dedication of land for future active park – In compliance with the vision outlined in the City’s Comprehensive Plan, we are dedicating 3.5 acres of land for a future active public park. The park can be expanded with development of additional properties in the area. This park land is strategically connected to the preserved woods. 5. Public trail system - In compliance with the vision outlined in the City’s Comprehensive Plan, we are constructing the beginning of a system of public trails in northeast Corcoran. We look forward to sitting down with staff to determine locations and routes of these trails. 6. Total park dedication – We are proposing to dedicate approximately a value of $300k more than required in the form of woods, active park land, and public trails to be constructed with Encore. 7. Commercial lot – We are developing the first non-residential property (Outlot A) in northeast Corcoran. 8. Prestigious Neighborhood – Encore will be a beautiful, prestigious neighborhood with an exceptial level of amenities. The active adult demographic group is very civic minded and is a light user of public services, resulting in an ideal addition to the City of Corcoran. Following is a summary of the requested deviations from City ordinances: 1. Lot size and reduced side setbacks – The active adult community typically does not have children living in their homes and therefore do not desire to have a large home or a large yard. In fact, additional yard equates to additional unwanted maintenance cost for the residents through there homeowners association dues. We are proposing home sizes, lot sizes, and side setbacks that are typical in our active adult neighborhoods across the country. This submittal includes: • This narrative • Concept Plan application • Application fees totaling $2,450 • Concept Plan - engineering • Concept Plan – graphic rendering ENCORE | PULTE HOMES Corcoran , Minnesota CONCEPT PLAN February, 2018SATHRE-BERGQUIST INC.north CO U N T Y R O A D 1 0 1 / B R O C K T O N L A N E N O R T H WETLAND WETLAND PRIVATE AMENITY CENTER ENTRANCE MONUMENT PUBLIC OPEN SPACE SITE DATA 44’ LOTS - 122 50’ LOTS - 169 60’ LOTS - 96 TOTAL - 387 SINGLE FAMILY LOTS LEGEND 44’ WIDE LOT 50’ WIDE LOT 60’ WIDE LOT TRAIL POND WETLAND HUNTERS RIDGE PUBLIC PARK COUNTY ROAD 30 CO U N T Y R O A D 1 1 6 STIEG R O A D COMMERCIAL OUTLOT A FUTURE COMMERCIAL OUTLOT FUTURE LIGHT INDUSTRIAL OUTLOT FUTURE PUBLIC PARK ARRIVAL DRI V E IMMANUEL UNITED METHODIST CHURCH FUTURE POTENTIAL STREETS FUTURE POTENTIAL STREET SCHOBER HOMESTEAD ENVIRONMENTAL ASSESSMENT WORKSHEET Project: Encore Location: City of Corcoran, MN Prepared February 2018 July 2013 version 2 Table of Contents 1. Project title ............................................................................................................................... 4 2. Proposer ................................................................................................................................... 4 3. RGU ........................................................................................................................................ 4 4. Reason for EAW Preparation .................................................................................................. 4 5. Project Location ....................................................................................................................... 5 6. Project Description .................................................................................................................. 6 Table 1: Encore Project Parcel Areas ......................................................................................... 7 Table 2: Encore Lot Tabulation and Description ....................................................................... 8 Table 3: Summary Schedule - Encore ........................................................................................ 9 Table 4: Project Magnitude ......................................................................................................... 9 7. Cover types ............................................................................................................................ 11 Table 5: Cover Type ................................................................................................................. 11 8. Permits and approvals required ............................................................................................. 11 Table 6: Required Permits and Status ....................................................................................... 11 9. Land use ................................................................................................................................. 13 Table 7: Existing Adjacent Land Uses...................................................................................... 13 Table 8: 2030 Planned Land Uses ............................................................................................ 14 Table 9: Encore Project Parcel Zoning ..................................................................................... 15 10. Geology, soils and topography/land forms ............................................................................ 16 Table 10: NRCS Soil Classifications; Encore Project Parcels.................................................. 17 11. Water resources ..................................................................................................................... 18 Table 11: PWI in Proximity to Project ..................................................................................... 19 Table 12: TMDL Summary of Receiving Bodies ..................................................................... 19 Table 12: Estimated Sanitary Sewer Flow Rates (SAC) .......................................................... 21 Table 13: Estimated Water Supply - GPD ................................................................................ 24 12. Contamination/Hazardous Materials/Wastes ........................................................................ 25 Table 14: Estimated Municipal Waste ..................................................................................... 26 13. Fish, wildlife, plant communities, and sensitive ecological resources (rare features) .......... 28 14. Historic properties ................................................................................................................. 28 15. Visual ..................................................................................................................................... 29 16. Air .......................................................................................................................................... 29 17. Noise ...................................................................................................................................... 30 July 2013 version 3 18. Transportation ........................................................................................................................ 31 Table 15: ITE Trip Generation ................................................................................................. 32 19. Cumulative potential effects .................................................................................................. 33 20. Other potential environmental effects ................................................................................... 34 RGU Certification ......................................................................................................................... 34 Attachments Appendix A: Figures Figure 1: USGS Figure 2: Project Location in Hennepin County Figure 3: Existing Conditions Figure 4: Concept Plan Figure 5: Project 2030 Land Use and Zoning Figure 6: Soil Classification Figure 7: What’s in My Neighborhood Appendix B: Traffic Impact Study (TIS) Appendix C: Well Logs Appendix D: Agency Correspondence July 2013 version 4 Environmental Assessment Worksheet This Environmental Assessment Worksheet (EAW) form and EAW Guidelines are available at the Environmental Quality Board’s website at: Cumulative potential effects can either be addressed under each applicable EAW Item, or can be addresses collectively under EAW Item 19. Note to reviewers: Comments must be submitted to the RGU during the 30-day comment period following notice of the EAW in the EQB Monitor. Comments should address the accuracy and completeness of information, potential impacts that warrant further investigation and the need for an EIS. 1. Project title: Encore 2. Proposer: Contact person: Paul Heuer Title: Director of Land Planning and Entitlement Pulte Homes of Minnesota, LLC (“Pulte”) Address: 7500 Flying Cloud Drive, Suite 670 City, State, ZIP: Eden Prairie, MN 55344 Phone: 952- 229-0722 Fax: N/A Email: Paul.Heuer@PulteGroup.com 3. RGU: Contact person: Kendra Lindahl, AICP Title: City Planner Address: 8200 County Road 116 City, State, ZIP: Corcoran, MN 55304 Phone: 612.638.0225 Fax: N/A Email: klindahl@landform.net 4. Reason for EAW Preparation: (check one) Required: Discretionary: EIS Scoping Citizen petition ✔ Mandatory EAW RGU discretion Proposer initiated July 2013 version 5 If EAW or EIS is mandatory give EQB rule category subpart number(s) and name(s): EAW, Minnesota Rules 4410.4300, Subp. 19. Residential Development. 5. Project Location: County: Hennepin County City/Township: City of Corcoran PLS Location (¼, ¼, Section, Township, Range): Property Legal Description and Addresses - Newman: The North Half of the Northeast Quarter of Section 12, Township 119, North Range 23, West of the Fifth Principal Meridian, Hennepin County, Minnesota; Except that part of the Northeast Quarter of the Northeast Quarter of Section 12, Township 119, Range 23, described as follows: Commencing at the Northeast corner of said Northeast Quarter of the Northeast Quarter; thence South along the East line of said Northeast Quarter of the Northeast Quarter a distance of 514 feet; thence at right angles West a distance of 618.65 feet; thence at right angles North a distance of 514 feet to the North line of said Northeast Quarter of the Northeast Quarter; thence East along the said North line to the point of beginning. Also, the Northeast Quarter of the Northwest Quarter of Section 12, Township 119, Range 23, Hennepin County, Minnesota. Legal Descriptions – Schober The S 2/3 of the SE 1⁄4 of Section 01 T 119 R 23 lying westerly of the E 1526.22 feet TH of subject to Stieg Road. The E 1526.22 feet of the S 2/3 of the SE 1⁄4 of Section 01 T 119 R 23 subject to Stieg Road and County Road 101. Watershed (81 major watershed scale): Mississippi River (07010206), Elm Creek Watershed Management Commission (ECWMC) GPS Coordinates: Longitude: 45.137785, Latitude -93.530474 Tax Parcel Numbers: 0111923410001, 01119323430002, 0111923440001, 01211923120001 Attachments: Four appendices are attached that support the information and analysis contained within subsequent Items of this EAW. Appendix A: Figures Appendix B: Traffic Impact Study (TIS) Appendix C: Well Logs Appendix D: Agency Correspondence July 2013 version 6 6. Project Description: a. Provide the brief project summary to be published in the EQB Monitor, (approximately 50 words). The Encore Project (“Project”) is a new neighborhood for active seniors aged 55 and older. The Project will be located on approximately 216-acres in the City of Corcoran. The neighborhood will be developed with up to 420 detached villa townhomes with a large private amenity center. The Project includes neighborhood parks and open spaces, trail connections, protected wetlands and a small commercial area. Future Outlots will include light industrial and additional commercial uses. b. Give a complete description of the proposed project and related new construction, including infrastructure needs. If the project is an expansion include a description of the existing facility. Emphasize: 1) construction, operation methods and features that will cause physical manipulation of the environment or will produce wastes, 2) modifications to existing equipment or industrial processes, 3) significant demolition, removal or remodeling of existing structures, and 4) timing and duration of construction activities. The PulteGroup (“Project Proposer”) proposes a new neighborhood for active seniors, age- restricted to residents ages 55 and older, that will be named Encore. The Project will be located in the City of Corcoran on approximately 216-acres, according to current Hennepin County GIS records. The Project will create up to 420 new lots that will be constructed with detached villa townhomes that are designed around landscaped wetlands, a community park with neighborhood park features, public open space (preserving the Maple/Basswood forest, connected by trails and a boardwalk) and a private amenity center. The Project entry west of Brockton Lane North will feature an approximately two-acre commercial Outlot, as well as landscaped boulevards and an entrance monument. The neighborhood will be managed by a homeowner’s association offering low-to-no maintenance home exteriors and yards that meets the demands of the growing senior population. National and regional market trends have demonstrated that the baby-boomer population is interested in downsizing their existing homes, would like reduced housing maintenance, and are seeking out single-level living. The Project will provide villa style detached single-family homes, in an amenity rich community with social and recreational activities. Nationwide the Project Proposer has had success with development of such neighborhoods, focusing on creating neighborhoods with interconnected trails, expansive natural and private views, open space preservation and accessibility, private amenity centers, monument entrances and robust landscaping – all features that are incorporated and planned for in the Project neighborhood. The Project parcels include future commercial and light industrial uses that are not planned for development as part of this Project. July 2013 version 7 Existing Site Conditions The proposed Project is located on four separate parcels in the City of Corcoran. The following parcel tabulation is provided: Table 1: Encore Project Parcel Areas Owner/Parcel PID Address Total Encore Project Parcel Acres Schober (“Parcel A”) 0111923430002 19319 Stieg Road 45.55 Schober (“Parcel B”) 0111923440001 19301 Stieg Road 58.03 Newman (“Parcel C”) 01211923120001 9975 CR-101 112.86 Total 216.44 The Project will develop approximately 184-acres of the site for residential uses, and 2.0 acres for a future commercial use. On Parcel B, approximately 16.1-acres of land is guided for light industrial uses, and 13.9-acres of land is guided for commercial uses that will not be developed as part of this Project. However, each Outlot the guided uses are addressed within relevant analysis in applicable Items of this EAW. There are three existing homesteads located on the Project parcels. The existing Schober home, located on Parcel A, will be retained and incorporated into the new neighborhood, while the other residential structures and accessory buildings on Parcels B and C will be removed and demolished as part of the site development preparation process. Concept Plan (Figure 4) The Concept Plan of the Project is attached in Appendix A as Figure 4. The Concept Plan lays out the residential lots, natural areas and community amenities as well as identifies a future commercial Outlot located in the far southeast corner of the Project. The Project Proposer has submitted an application to the City of Corcoran for Concept Plan review, and the attached Concept Plan is consistent with the plan submitted by the Project Proposer to the City. The Concept Plan identifies a “Future Light Industrial Outlot” on the northwest corner of County Road 101 and Stieg Road and a “Future Commercial Outlot” on the southwest corner of County Road 101 and Stieg Road. These areas are contained on Parcel B as outlined above but are not planned for development as part of the Project. In addition to the newly created lots, the existing Schober homestead (see Figures 3 and 4) will be incorporated into the new development, as the family wishes to continue to occupy an approximately 3.7-acre lot that may be subdivided in the future if desired. A user has not been July 2013 version 8 identified for the Commercial Outlot along Brockton Lane North (CSAH 101). As illustrated on the Concept Plan there are three lot sizes that will all be developed with different, but similar, style villa townhomes. A brief description of housing styles and lot sizes is provided in the following table. Table 2: Encore Lot Tabulation and Description Number of Lots (SF Units) Lot Width Description 122 44-foot wide The 30-feet wide homes planned for these lots will range in size from 1,300 to 1,700 square feet. The homes typically have two bedrooms and a two-car garage, and will be slab on grade (without a basement). 169 50-foot wide The 40-feet wide homes planned for these lots will range in size from 1,680 to 1,960 square feet (excluding basements). The homes typically have two bedrooms and a two-car garage, and offer options such as a third bedroom, a bonus room, and/or a finished basement. 102 60-foot wide The homes planned for these lots will be the same as those built on the 50-foot wide lots but will all have basements and three-car garages. The 60-foot lots are located in premium locations within the development, taking advantage of the most attractive views. Infrastructure and Site Improvements The Project site will be mass graded to prepare for construction but will protect the majority of the existing wetland areas and remnant maple-basswood forest located in the center of the site. Development of the site will include installation of utilities including sanitary sewer, water, electric, gas, phone, and cable. In conjunction with utility installation the new roadways will be graded and constructed. Offsite improvements to CSAH 101, as recommended with the attached Traffic Impact Study (“TIS”) provided in Appendix B, will be completed concurrent with the site development process. The Project is located in the northeast quadrant of the City of Corcoran which is not currently served with municipal sewer and water. The City’s 2030 Comprehensive Plan planned for municipal services extensions to this area, which is described as the northeast area in the adopted plan. The offsite extension of the trunk sanitary sewer line that will serve the Project is approximately 3,300-feet from the Project parcel boundary and will be designed and installed by the City via separate project. A water supply connection is available to the east of the subject site in Maple Grove that was anticipated to serve development of the northeast area of Corcoran. In addition to serving the new homes and commercial use of the Project, it is anticipated that Immanuel United Methodist Church will be connected to these municipal services as the extensions are completed. July 2013 version 9 The Project Proposer plans to create a main entrance into the Project from Brockton Lane North (CSAH 101) to welcome residents with landscaped boulevards, an entrance monument as well as a small neighborhood scale commercial lot. Beyond roads and utilities, the Project Proposer will be providing site improvements including park dedication for a community park with neighborhood park features, public open space, interconnected public and private trails and a boardwalk crossing the large wetland. Construction and Timing of Site Development Activities The Project will be a phased development and installation of utilities and roadways will be completed concurrently to each phase. Site grading, utility installation and roadways are anticipated to be completed from east to west and will be completed prior to home construction. The roadways will connect Stieg Road from the north, CSAH 101 from the east, and Hunters Ridge from the west. As these roads are paved, turn and bypass lanes will be constructed consistent with the recommendations of the Traffic Impact Study (TIS) provided in Appendix B. Upon the completion of the utility expansion, the model homes, entry monuments, entry landscaping and Amenity center will be constructed. The following entitlement, construction and phasing summary schedule is provided in Table 3. Table 3: Summary Project Schedule Schedule Activity Summer 2018 Preliminary Plat approval, and Final Plat Phase I Summer 2018 Site construction preparation and grading (June 2018) Summer/Fall 2018 City installation of off-site trunk sewer line completed Summer/Fall 2018 Phase I Development; including installation of roadway and utility mains 2019 Phase II Development 2020 Phase III Development 2021 Phase IV Development 2022-2024 Full Build out c. Project magnitude: Table 4: Project Magnitude Total Project Acreage 216.44 Acres Linear project length NA Number and type of residential units Total: 393 detached villa townhomes Commercial building area (in square feet) Commercial Outlot: 91,040.4 square foot lot (approximately 2.09 acres), the building area is estimated to be approximately 25,000 square feet July 2013 version 10 Future Commercial Phase: Estimated 182,000 SF (based on 30% coverage) Industrial building area (in square feet) Future Light Industrial Phase: Estimated 200,000 SF (based on 35% Coverage and) Institutional building area (in square feet) N/A Other uses – specify (in square feet) Private Amenity center, square-feet TBD Structure height(s) The majority of the Project includes single- level villa townhomes, that will be approximately 25-feet in height. The height of the commercial development is to be determined as a user has not yet been identified. *Acres are based on Hennepin County GIS Parcel Data d. Explain the project purpose; if the project will be carried out by a governmental unit, explain the need for the project and identify its beneficiaries. One of the nation’s largest demographic groups, the baby boomers, are aging and moving into retirement, but many are not yet interested or in need of assisted living. There is a heightened demand for a housing type that allows individuals to downsize, maintain autonomy, and live a low maintenance lifestyle. Corcoran’s 2030 Comprehensive Plan states that residents have “repeatedly identified the need for life-cycle hosing the community, in particular to address the lack of housing opportunities for first-time home buyers and downsizing seniors.” The Project will offer between 390 and 420 housing units to meet the need of downsizing seniors as well as the Metropolitan Council’s household growth projections for the City. e. Are future stages of this development including development on any other property planned or likely to happen? ✔ Yes No If yes, briefly describe future stages, relationship to present project, timeline and plans for environmental review. This EAW reviews and includes Future Phases that are under control by the Project Proposer but are not anticipated for development with this Project. The analysis that follows accounts for an estimated quantity of commercial and light industrial land uses as guided within the City’s 2030 Comprehensive Plan, which may be developed in subsequent phases by the Project Proposer. As identified in Item #9, the City has guided the northeast area of the community, that includes the Project, for inclusion within the Metropolitan Urban Service Area (“MUSA”). As this area develops, the City will require the preparation of an EAW for any future phase or project that meets the mandatory thresholds or upon valid petition. f. Is this project a subsequent stage of an earlier project? Yes ✔ No If yes, briefly describe the past development, timeline and any past environmental review. July 2013 version 11 N/A 7. Cover types: Estimate the acreage of the site with each of the following cover types before and after development: Table 5: Cover Type Before After Before After Wetlands 46.0 42.52 Lawn/landscaping 0 82.51 Deep water/streams 0 0 Impervious surface 5.0 52.0 Wooded/forest 7.73 7.73 Stormwater Pond 0 5.76 Brush/Grassland 0 0 Other (describe) Cropland 157.71 25.91 TOTAL 216.44 216.44 8. Permits and approvals required: List all known local, state and federal permits, approvals, certifications and financial assistance for the project. Include modifications of any existing permits, governmental review of plans and all direct and indirect forms of public financial assistance including bond guarantees, Tax Increment Financing and infrastructure. All of these final decisions are prohibited until all appropriate environmental review has been completed. See Minnesota Rules, Chapter 4410.3100. Table 6: Required Permits and Status Units of Government Type of application Status Federal US Army Corps of Engineers (USACE) Section 404 Clean Waters Act – Wetland Permit To be applied for, if required Federal Emergency Management Agency (FEMA) Flood Plain Alteration/LOMA To be submitted, if applicable State Minnesota Pollution Control Agency (MPCA) Sanitary Sewer Extension To be submitted July 2013 version 12 National Pollutant Discharge Elimination System (NPDES) Stormwater Construction Permit To be applied for Minnesota Department of Health (MDH) Well Sealing To be applied for Watermain plan review To be submitted Water Supply Connection To be applied for Local Hennepin County Road Access Permit To be applied for City of Corcoran Planned Unit Development (PUD) Sketch Plan Submitted for review Preliminary Plat To be applied for Rezoning To be applied for Comprehensive Plan Amendment To be applied for Preliminary PUD Development Plan To be applied for Final PUD Development Plan To be applied for Final Plat To be applied for Elm Creek Watershed Management Commission Stormwater permit To be applied for Wetland Conservation Act Permit To be applied for Wetland Mitigation Plan Submitted for review Cumulative potential effects may be considered and addressed in response to individual EAW Item Nos. 9-18, or the RGU can address all cumulative potential effects in response to EAW Item No. 19. If July 2013 version 13 addressing cumulative effect under individual items, make sure to include information requested in EAW Item No. 19 9. Land use: a. Describe: i. Existing land use of the site as well as areas adjacent to and near the site, including parks, trails, prime or unique farmlands. The existing land use of the Project site is predominantly agricultural/rural uses, wetlands, and maple-basswood woodlands. Existing site conditions are shown on Figure 3. Adjacent land uses are dominated by rural residential homesteads, farmsteads, hobby farms, single- family residential uses, and small commercial uses. The following table provides an inventory of existing land uses adjacent to the Project site. Table 7: Existing Adjacent Land Uses Adjacent uses Location Shares border with the Encore Project Residential homes Hunter’s Ridge east of Fletcher Lane; along Stieg Road; eastern side of Brockton Lane North, in Maple Grove Yes Mamma G’s restaurant Near the intersection of Brockton Lane North and 97th Avenue N Yes Immanuel United Methodist Church Near the intersection of Brockton Lane North and 101st Avenue North Yes Low/medium residential development Along all borders of the Project Yes Minneapolis Northwest KOA, a commercially run campground To the north up Brockton Lane North No Hope Community Church To the west across Fletcher Lane No Pheasant Acres Golf Course To the north up Fletcher Lane No Broman’s Greenhouse (commercial operation) To the north up Fletcher Lane No Lithgow’s Automotive At the interaction of Fletcher Lane and Hillside Drive Adjacent to western boundary July 2013 version 14 Schober Homestead Off Stieg Road Within boundary of the Project 101 Farms Adjacent to northern Project boundary Yes ii. Plans. Describe planned land use as identified in comprehensive plan (if available) and any other applicable plan for land use, water, or resources management by a local, regional, state, or federal agency. The City of Corcoran’s 2030 Comprehensive Plan Future Land Use Map designates the Project parcels with various land use designations. The following table provides a summary of Future Land Use designations of each parcel: Table 8: 2030 Planned Land Uses Parcel 2030 Guided Land Use Density Parcel A Low Density Residential (LDR) Light Industrial (LI) 3-5 DU/Acre Parcel B High Density Residential (HDR) Low Density Residential (LDR) Commercial (C) Light Industrial (LI) 10+ DU/Acre 3-5 DU/Acre NA NA Parcel C Commercial (C) High Density Residential (HDR) Mixed Residential NA 10+ DU/Acre 8-10 DU/Acre The Project consists of primarily single-family residential uses with a small commercial Outlot. The density across the proposed Project is approximately 3.04 – 3.28 Dwelling Units per net Acre. Natural Areas The City’s 2030 Comprehensive Plan includes a Natural Resources chapter that identifies a set of goals and policies that focus on preservation and protection of important and high- quality natural resources as development occurs. This chapter identifies the wetland complex near the center of the site as Wet Prairie, natural Plant Community and the area designated as a Maple-Basswood forest as a “High Quality Natural Community” The Maple-Basswood forest and associated wetland area is approximately 20-acres of the Project. (see City’s 2030 Comprehensive Plan, Figure 4: Natural Resources Inventor). iii. Zoning, including special districts or overlays such as shoreland, floodplain, wild and scenic rivers, critical area, agricultural preserves, etc. The Project Site parcels are zoned as follows: July 2013 version 15 Table 9: Encore Project Parcel Zoning Parcel Zoning Parcel A RSF-2, I-1 Parcel B RSF-2, RMF-3, C-2 Parcel C Urban Reserve, RMF3, C-2 The Project Proposer will apply to rezone the residential portion of the Project to Planned Unit Development (PUD), and may request approval to rezone the 2.1 acre commercial Outlot to Neighborhood Commercial (C-1) as part of the development review and entitlement process. The Project site is not located within the City’s Shoreland Overlay District, and is not subject to wild or scenic rivers, critical area or agricultural preserves zoning overlays, restrictions or covenants. That portion of the site that contains the FEMA designated floodplain is included within the City’s Floodplain Overlay District. b. Discuss the project’s compatibility with nearby land uses, zoning, and plans listed in Item 9a above, concentrating on implications for environmental effects. The Project is consistent with goals and policies stated in the 2030 Comprehensive Plan that identified a need for lifecycle housing, increased densities in areas planned for inclusion within the MUSA, and preserved connectivity to open space and trails. The proposed Project is consistent with those portions of Parcel A and Parcel B that are guided for Low Density Residential uses, and the proposed Commercial Outlot on Parcel B is consistent with the guided land use. The proposed Project is not consistent with the portions of Parcel A, B and C that are guided for Mixed Residential, High Density Residential and Light Industrial Uses. While the proposed Project is inconsistent with the Future Land Use Plan in some areas, it is consistent with the existing uses on adjacent and surrounding properties that are predominantly developed with rural residential and single family uses. As demonstrated on the Concept Plan, the Project protects an extensive greenway network throughout the center of the site that is consistent with the objectives of the Natural Resources Plan, and is consistent with other City ordinances including wetland protection and buffering. The Project will dedicate park land and trails consistent with those identified within the 2030 Comprehensive Plan. The development of the Project will allow for the extension and construction of the trunk sanitary sewer, water supply and transportation network that will provide adjacent parcels the opportunity to develop more intensely as planned for within the 2030 Comprehensive Plan. Bringing sanitary sewer to the Project provides the City with the option in the future to connect surrounding rural residential areas currently served by individual septic systems in the event that such systems fail. The sanitary sewer extension will also allow for the Immanuel United Methodist Church and the July 2013 version 16 Hope Community Church to be hooked up to municipal sewer and water (in the event it is needed). Development of the Project will require a connected local road network to be developed and continued as adjacent parcels develop to improve access and circulation in the northeast area. As stated within the 2030 Transportation Plan, the City anticipates that road connections and improvements will occur as development progresses and as land is converted from primarily rural residential and agricultural uses to more suburban land use patterns. c. Identify measures incorporated into the proposed project to mitigate any potential incompatibility as discussed in Item 9b above. The Project is inconsistent with designated land uses, and as such, a Comprehensive Plan Amendment will be required so that the development is accounted for within the City’s Comprehensive Sanitary Sewer Plan, Water Supply Plan, Transportation Plan and Future Land Use Plan. Development of the Project is consistent with the City’s Plan to incorporate the northeast planning area into the MUSA. This Project will extend the sanitary sewer from the MCES lift station into the City and make other infrastructure improvements that will promote growth and development on adjacent parcels consistent with the City’s 2030 Comprehensive Plan. As stated in subsection (b) the City planned for the urbanization of the northeast area, and the Project will install and construct infrastructure and transportation improvements that will provide greater development opportunity to the entire northeast area. The Project will realign Stieg Road through the Project parcels resulting in improved safety at the CR-101 and Stieg Road intersection. and the creation of more useable future light industrial and commercial land adjacent to the intersection. 10. Geology, soils and topography/land forms: a. Geology - Describe the geology underlying the project area and identify and map any susceptible geologic features such as sinkholes, shallow limestone formations, unconfined/shallow aquifers, or karst conditions. Discuss any limitations of these features for the project and any effects the project could have on these features. Identify any project designs or mitigation measures to address effects to geologic features. Underlying geology description: The depth of bedrock formations onsite is 750-800 feet below the surface. Directly beneath the Project is a layer approximately 100 feet thick of undivided bedrock types of Jordan Sandstone, St. Lawrence Formation and Franconia Formation. Jordan Sandstone consists of three members: 1.) basal Norwalk: a silty, fine grain sandstone; 2.) middle Van Oser: a coarse to medium grain quartzose sandstone; and 3.) upper, Sunset Point: a clayey dolomitic sandstone. This layer makeup has a hydrologic conductivity of about 50 feet per day within the Prairie du Chien-Jordan July 2013 version 17 aquifer. The St. Lawrence Formation is composed of silty, very finely crystalline, generally thin bedded, tan to pink dolostone interlayered with thin intervals of siltstone, or more rarely beds, of very fine grained glauconitic sandstone or maroon to green shale. The Franconian Formation is light-gray, thin-bedded and crossbedded (ripple cross-laminated), fine- to coarse-grained, dolomite-cemented quartz sandstone. The quartz sandstone overlies and interfingers with greenish-gray, medium-bedded, very fine-grained to fine-grained, dolomite-cemented, glauconitic and feldspathic sandstone. In the southern and central parts of the map area, where the quartz sandstone is absent, the glauconitic and feldspathic sandstone is as thick as 100 feet. The lower part of the formation consists of greengray to light-green interbedded shale, siltstone, and lesser amounts of very fine grained feldspathic sandstone as thick as 30 feet, which overlie dark-green, very fine grained to fine-grained, medium to thick beds of highly glauconitic sandstone interlayered with thin beds of gray-orange to pink sandy glauconitic dolostone, also as thick as 30 feet. The Project has no known issues with sinkholes and Karst Geologic Formations, and shallow limestone formations. The subsurface geologic conditions below the site pose no known limitations or challenges to the proposed Project. There is little to no threat of sinkholes and no known karst geologic formation on site, which is supported by the preliminary soil borings on Parcel C prepared by the Project Proposer. b. Soils and topography - Describe the soils on the site, giving NRCS (SCS) classifications and descriptions, including limitations of soils. Describe topography, any special site conditions relating to erosion potential, soil stability or other soils limitations, such as steep slopes, highly permeable soils. Provide estimated volume and acreage of soil excavation and/or grading. Discuss impacts from project activities (distinguish between construction and operational activities) related to soils and topography. Identify measures during and after project construction to address soil limitations including stabilization, soil corrections or other measures. Erosion/sedimentation control related to stormwater runoff should be addressed in response to Item 11.b.ii. Table 10 identifies soils found on the Project, as determined by the NRCS web soil survey, which is derived from the Hennepin County Soil Survey (See Figure 6). The site is relatively flat, with some areas of slope and topography as demonstrated in the soil descriptions found on the following table. Generally, soils on site are somewhat poorly drained and saturated near existing wetlands and wetland buffers. Table 10: NRCS Soil Classifications; Encore Project Parcels Soil Classification Name Acres % of Total Parcel Area L132A Hamel-Glencoe complex, 0 to 2 percent slopes 2.38 1.08% L22C2 Lester loam, 6 to 10 percent slopes, moderately eroded 19.58 8.87% L23A Cordova loam, 0 to 2 percent slopes 26.29 11.91% L24A Glencoe clay loam, 1 to 1 percent slopes 27.59 12.5% July 2013 version 18 L25A Le Sueur loam, 1 to 3 percent slopes 0.03 0.01% L36A Hamel, overwash-Hamel Complex, 0 to 3 percent slopes 0.74 0.34% L37B Angus loam, 2 to 6 percent slopes 58.51 26.50% L40B Angus-Kilkenny complex, 2 to 6 percent slopes 13.48 6.11% L44A Nessel loam, 1 to 3 percent slopes 5.86 2.66% L45A Dundas-Cordova complex, 0 to 3 percent slopes 9.78 4.43% L49A Klossner soils, depressional, 0 to 1 percent slopes 15.39 6.97% L50A Muskego and Houghton soils, 0 to 1 percent slopes 13.22 5.99% L60B Angus-Moon complex, 2 to 5 percent slopes 14.03 6.36% L61C2 Lester-Metea complex, 6 to 12 percent slopes, eroded 13.86 6.28% Total Parcels A, B, and C 220.77* 100.00% *Total acres includes Stieg Road right-of-way Extensive site work including excavation and/or grading will be necessary to construct the new roadways, homes, and stormwater management features. Based on the Concept Plan there is an estimated 786,000 cubic yards (CY) of grading and/or excavating, which affect approximately 90 acres of the site. During the site work Best Management Practices (BMPs) will be used as specified within the Stormwater Pollution Prevention Plan (SWPPP) that will be developed for the site as a required condition of the NPDES permit. At this time it is unknown how much soil correction will be required as part of the construction process, but the site is anticipated to balance through the grading process. Soil borings have been completed on Parcel C and based on those logs most of the farmland areas are estimated to require one to four feet of soil correction, and four to seven feet of correction near wetland areas. While borings have not been completed for Parcels A and B, based on the soil classifications identified on the Hennepin County Soil Survey it is reasonable to assume that soil conditions will be similar and require similar correction. NOTE: For silica sand projects, the EAW must include a hydrogeologic investigation assessing the potential groundwater and surface water effects and geologic conditions that could create an increased risk of potentially significant effects on groundwater and surface water. Descriptions of water resources and potential effects from the project in EAW Item 11 must be consistent with the geology, soils and topography/land forms and potential effects described in EAW Item 10. 11. Water resources: July 2013 version 19 a. Describe surface water and groundwater features on or near the site in a.i. and a.ii. below. i. Surface water - lakes, streams, wetlands, intermittent channels, and county/judicial ditches. Include any special designations such as public waters, trout stream/lake, wildlife lakes, migratory waterfowl feeding/resting lake, and outstanding resource value water. Include water quality impairments or special designations listed on the current MPCA 303d Impaired Waters List that are within 1 mile of the Project. Include DNR Public Waters Inventory number(s), if any. There are no waterbodies, wetlands, or streams that are identified on the DNR’s Public Waters Inventory (PWI) on the Project parcels. However, within a mile of the Project site there are 13 Unnamed Public Wetlands and two Public Watercourse. The association PWI numbers, and names if applicable, are provided in the table below: Table 11: PWI in Proximity to Project Public Water Name Type PWI Number(s) Unnamed Wetland Surface Water Body 27030700, 27031700, 27031600, 27011300, 27044200, 27031400, 27031900, 37031500, 27031100, 27030900, 27016300, 27031000, 27031800 Rush Creek (M-062-004) Watercourse 108997 Rush Creek – South Fork (M-062-004-002) Watercourse 108998 Rush Creek and Rush Creek South Fork are both listed on the MPCA 303d Impaired list. As noted in subsequent items of this EAW the receiving body of the Project site is Rush Creek. The Elm Creek Watershed Management Commission Watershed Total Maximum Daily Load report dated December 2016 provides the following TMDL summary: Table 12: TMDL Summary of Receiving Bodies Waterbody Pollutant/Stressor Listing Year Rush Creek E.coli, low DO, Fish & Macro- invertebrate bioassessment 2010, 2002, 2014 Rush Creek, S. Fork E. coli, Fish & Macroinvertebrate bioassessment, chloride 2010, 2014 As described in subsection iii (b) of this item, the Project will be required to prepare a SWPPP. The SWPPP must include all additional stormwater Best Management Practices (BMPs) for discharges to impaired waters as described in the Construction Permit, as applicable, since the runoff from the Project site drains to Rush Creek which is an identified impaired waterbody. To ensure protection of the receiving water and to meet the City’s July 2013 version 20 ordinance requirements, the stormwater management plan will be developed to meet standards for rate control, quantity and quality. ii. Groundwater – aquifers, springs, seeps. Include: 1) depth to groundwater; 2) if project is within a MDH wellhead protection area; 3) identification of any onsite and/or nearby wells, including unique numbers and well logs if available. If there are no wells known on site or nearby, explain the methodology used to determine this. The Quaternary Buried Artesian Aquifer system which branches into the large Prairie du Chien-Jordan aquifer are the aquifers present below the Project. The depth to the water table varies from 0-20 feet below the surface on site, with depth to Prairie du Chein-Jordan greater than 30-feet. The Project is not within a MDH wellhead protection area. According to the Minnesota Department of Health (MDH), there are several private wells within proximity to the Project site, and there is one private well identified in the Minnesota Well Index located on site. There are two other homesteads on the Project site that are believed to be served by a private well, but the information is not available in the MDH database. The well logs for each well are provided in Appendix C. During site development process two of the existing homesteads will be demolished, and the Project Proposer will conduct a site investigation to confirm the presence of the undocumented wells. Wells associated with the homes that are being demolished will be sealed and capped following MDH rules and permitting regulations. The existing well that serves the Schober homestead will remain as part of this Project and continue to serve the existing home. b. Describe effects from project activities on water resources and measures to minimize or mitigate the effects in Item b.i. through Item b.iv. below. i. Wastewater - For each of the following, describe the sources, quantities and composition of all sanitary, municipal/domestic and industrial wastewater produced or treated at the site. 1) If the wastewater discharge is to a publicly owned treatment facility, identify any pretreatment measures and the ability of the facility to handle the added water and waste loadings, including any effects on, or required expansion of, municipal wastewater infrastructure. The development Project will be connected to the regional sanitary sewer system and become a part of the Metropolitan Urban Service Area (MUSA). To adequately serve the Project, the City will construct a new 30-inch sanitary sewer pipe that will connect to the Elm Creek Interceptor approximately 3,300 feet north of the Project Site (see Figure 5). Figure 17 of the City’s 2030 Comprehensive Plan, NE Trunk Sanitary Sewer NE Area indicates that the northeast area of the community was planned for phased development between 2010 and 2030. As indicated on Figure 9: 2030 Sanitary Sewer Service Staging Plan the Project site was planned to be served July 2013 version 21 by the regional system between 2010 and 2015. The capacity of the sanitary sewer pipe, as planned for within the Comprehensive Plan, was designed to accommodate the planned land uses that included a mix of residential, industrial and commercial uses within the NE planning area, and will serve as a primary sewer pipe for the sanitary sewer system extending through the NE Area. Connecting to the primary sewer pipe, the 2030 Comprehensive Sanitary Sewer Plan contemplated several smaller branch sewers of 8 to 12-inch sizes that would connect to the 30-inch main. Internal to the Project site, each lot will be served by a sanitary sewer designed and installed by the Project Proposer. The Project will increase sanitary wastewater flows compared to existing conditions; however, this increase is anticipated within the regional system and the 2030 Comprehensive Sanitary Sewer Plan. The estimated increase in wastewater flow was calculated utilizing the Sewer Availability Charge Procedure Manual 2017, Metropolitan Council Environmental Services. The following table provides estimated flows based upon the Concept Plan attached in Figure 4. Table 12: Estimated Sanitary Sewer Flow Rates (SAC) Use Square Feet # of Residential Units Rate (Gallons per day) SAC units/SF (or per Unit) Total Gallons per Day (gpd) Single Family Residential 393-420 274 1 SAC per Unit 107,682 – 115,080 Commercial Outlot* 25,000 SF 274 1:3,000 2,283 Commercial – Future Phase 182,000 SF 274 1:3,000 16,623 Light Industrial – Future Phase* 200,000 SF 274 1:7,000 7,829 TOTAL 15,000 393 134,417- 141,815 GPD *Commercial and Light Industrial calculations based on assumption that user would be retail/convenience and warehousing/manufacturing, and that the square footage is approximate. The proposed single-family, and estimated commercial and light industrial square footage generated wastewater flow is anticipated to fall within the range for which the City planned based upon the land use designations. With their prior review and approval of the 2030 Comprehensive Plan, the Metropolitan Council is aware of the planned development and the associated wastewater flows and have accounted for them in their wastewater system. The wastewater will not be pretreated prior to entering the system and will be conveyed by a gravity sanitary sewer system to the Metropolitan Council’s Elm Creek Interceptor trunk line where it will eventually be July 2013 version 22 discharged to the Metropolitan Plant in Saint Paul. The Elm Creek Interceptor has design capacity available to Corcoran of 3.3 MGD, and again, the wastewater flows from the Project development have been accounted for in the Metropolitan Council’s trunk sewer and treatment plant capacities. Given that the City will be constructing the new 30-inch sanitary sewer pipe that will connect to the Elm Creek Interceptor approximately 3,300 feet north of the Project Site (Figure 5), it is noted that other privately-owned parcels will need to be crossed by this pipe, necessitating City negotiation of temporary (construction) and permanent easements. Also, wetlands will be encountered within the offsite portion of sewer pipe, and all required wetland permitting will need to be completed to allow the temporary wetland impacts that will occur during pipe installation. Approval of the sanitary sewer extension and an NPDES Stormwater Construction Permit will also need to be obtained from the MPCA for this work. 2) If the wastewater discharge is to a subsurface sewage treatment systems (SSTS), describe the system used, the design flow, and suitability of site conditions for such a system. There are no SSTS proposed as a result of the Project. 3) If the wastewater discharge is to surface water, identify the wastewater treatment methods and identify discharge points and proposed effluent limitations to mitigate impacts. Discuss any effects to surface or groundwater from wastewater discharges. The proposed Project will not discharge wastewater to a surface water body. ii. Stormwater - Describe the quantity and quality of stormwater runoff at the site prior to and post construction. Include the routes and receiving water bodies for runoff from the site (major downstream water bodies as well as the immediate receiving waters). Discuss any environmental effects from stormwater discharges. Describe stormwater pollution prevention plans including temporary and permanent runoff controls and potential BMP site locations to manage or treat stormwater runoff. Identify specific erosion control, sedimentation control or stabilization measures to address soil limitations during and after project construction. The existing condition of the Project site includes homesteads, accessory structures and agricultural activities. There are no existing surface water or stormwater management features on the Project site. As a result, existing surface water generated onsite during storm events either infiltrates onsite, pools or drains in existing wetland areas, or runs off site. The Project site is located in the Rush Creek subwatershed district, stormwater runoff within the sub-watershed generally flowing into Rush Creek. The Project’s post-development condition will be required to fulfill the requirements of the Elm Creek Watershed Management Commission (ECWMC) and as well as City requirements. At a minimum, the developed condition of the Project will be required to July 2013 version 23 manage and control rates of stormwater runoff, provide at least the minimum water quality treatment, and provide stormwater volume storage within the project site consistent with the ECWMC’s rules. The stormwater generated onsite due to increased impervious surfaces associated with roadways, homes and other improvements will be managed through the stormwater ponds and infiltration/sedimentation basins that will be constructed throughout the site (see Figure 4). The stormwater system will be designed to manage all stormwater onsite, and thus the post-development condition will be required to match or exceed the pre-development conditions. A SWPPP must be prepared as part of the NPDES Construction Permit required for the Project. The SWPPP must include all additional stormwater Best Management Practices (BMPs) for discharges to impaired waters as described in the Construction Permit, as applicable, since the runoff from the Project site drains to Rush Creek which is an identified impaired waterbody. To ensure protection of the receiving water and to meet the City’s ordinance requirements, the stormwater management plan will be developed to meet standards for rate control, quantity and quality. During the construction, BMPs must be utilized and will include, but not be limited to: bio-rolls as sediment control along swales, silt fence as down gradient perimeter control, rock entrance and berm to prevent off-site vehicle sediment tracking, inlet protection devices to prevent sediment from entering the storm sewer system, wood-fiber blanket to prevent erosion along slopes, proper restoration in accordance with MPCA regulations, and a seed mix as directed by the City. A complete list of BMPs will be described in the SWPPP. iii. Water appropriation - Describe if the project proposes to appropriate surface or groundwater (including dewatering). Describe the source, quantity, duration, use and purpose of the water use and if a DNR water appropriation permit is required. Describe any well abandonment. If connecting to an existing municipal water supply, identify the wells to be used as a water source and any effects on, or required expansion of, municipal water infrastructure. Discuss environmental effects from water appropriation, including an assessment of the water resources available for appropriation. Identify any measures to avoid, minimize, or mitigate environmental effects from the water appropriation. The proposed development of the Project will require the extension of municipal water to provide connections to the new residential lots and the commercial and light industrial development as identified on the Concept Plan submitted by the Project Proposer. Water supply for the northeast area, to include the Project, was planned for in the City’s Water Supply Plan contained within the 2030 Comprehensive Plan. The northeast area will obtain water from the Maple Grove water supply system, which has been planned for with an existing 16-inch water main that has been stubbed on the east side of CR-101 near the proposed main entrance road for Project (see Figure 5). Southeast Corcoran is already being served by a separate connection to the Maple Grove water supply system, and the new connection to Northeast Corcoran is already covered by the existing Corcoran – Maple Grove water supply agreement. Each lot will be served by an individual water supply connection, which will be connected to a 12-inch loop that will serve the development. Prior to construction, the City will be developing a water distribution system computer model that will be used to verify proper water main sizes to ensure adequate system pressures and available fire flows under varying system demands, and also to evaluate the need, size, and timing for a Corcoran water tower in the NE Area. July 2013 version 24 The 2030 Comprehensive Plan includes a Water Supply Plan that determined future water demand based on typical total per capita water use which estimated at 350 gallons/capita/day (GPCD). Since the Project will be age-restricted, it is assumed that the average household size will be 2.0 persons per household. As stated within the Water Supply Plan, a separate calculation for commercial uses is not included as the maximum 350 GPCD accounts for commercial and industrial users in system. The following demand based on the Project is provided: Table 13: Estimated Water Supply - GPD Use Units/Square Footage Rate Persons-per- household (SAC equivalent) GPD (Gallons Per Day) Single Family Residential 393 – 420 Units 350 gallons per capita per day 2.0 275,100 – 294,000 Commercial 207,000 SF 350 GPD 1:3,000 24,150 Light Industrial 200,000 SF 350 GPD 1:7,000 10,000 Total Maximum 309,250-328,150 GPD As a part of developing the Project, two of the existing rural residential homes and their associated accessory agricultural uses will be removed. The individual private wells that are removed will be properly sealed (in accordance with MDH rules and permitting regulations) as part of the construction and site preparation process. Given that the Project Proposer will be constructing an offsite segment of 16-inch water main southeast of the Project site to connect to the Maple Grove water supply system, it is noted that other privately-owned parcels and County Road 101 will need to be crossed by this pipe, necessitating City negotiation of temporary (construction) and permanent easements. The Project Proposer will be required to acquire applicable permits and approvals, as previously discussed, that will also apply to this portion of offsite work. iv. Surface Waters a) Wetlands - Describe any anticipated physical effects or alterations to wetland features such as draining, filling, permanent inundation, dredging and vegetative removal. Discuss direct and indirect environmental effects from physical modification of wetlands, including the anticipated effects that any proposed wetland alterations may have to the host watershed. Identify measures to avoid (e.g., available alternatives that were considered), minimize, or mitigate environmental effects to wetlands. Discuss whether any required compensatory wetland mitigation for unavoidable wetland impacts will occur in the same minor or major watershed, and identify those probable locations. There are approximately 46-acres of wetland onsite, and none are listed in the Minnesota DNR’s public waters inventory (See Figure 3). A wetland delineation has been completed by Pulte Homes on Parcel B, and the City has delineated some wetland edges in conjunction with the construction process for installation of the July 2013 version 25 trunk sanitary sewer. Wetland edges identified by the City have been incorporated into the National Wetland Inventory (NWI). The NWI wetlands located on the site are displayed on the Concept Plan (Figure 4). A wetland delineation of the remaining areas will be completed in the Spring of 2018. Based on available data, the Project will impact approximately 3.5 acres of wetland area and the project proposer will be required to prepare a wetland mitigation plan to be reviewed and approved as part of the development review process. Mitigation options to offset project impacts could include purchase of wetland credits from a certified wetland bank or construction of an onsite wetland mitigation area. The post development condition will include appropriate buffers to be installed as required by the City and ECWMC. The buffers will provide water quality protection to the wetlands on the site to ensure stormwater impacts from the proposed development are minimized. b) Other surface waters- Describe any anticipated physical effects or alterations to surface water features (lakes, streams, ponds, intermittent channels, county/judicial ditches) such as draining, filling, permanent inundation, dredging, diking, stream diversion, impoundment, aquatic plant removal and riparian alteration. Discuss direct and indirect environmental effects from physical modification of water features. Identify measures to avoid, minimize, or mitigate environmental effects to surface water features, including in-water Best Management Practices that are proposed to avoid or minimize turbidity/sedimentation while physically altering the water features. Discuss how the project will change the number or type of watercraft on any water body, including current and projected watercraft usage. There are no known lakes, rivers, streams, intermittent channels, or county/judicial ditches located on the Project site. There is a Floodplain Zone A located onsite which is identified on the FEMA Flood Hazard panel located in approximately the same location as the wetland complex on the central portion of the site (See Figure 3). There is no base elevation for Zone A designated in this area. As part of the preliminary site design and stormwater modeling, a base flood elevation will need to be determined. Impacts to the floodplain or floodplain storage volumes would need to be documented through a Conditional Letter of Map Revision (CLMOR) or other appropriate floodplain modeling study. Impacts to the floodplain or floodplain storage will be required to meet replacement rules of FEMA and the ECWMC. 12. Contamination/Hazardous Materials/Wastes: a. Pre-project site conditions - Describe existing contamination or potential environmental hazards on or in close proximity to the project site such as soil or groundwater contamination, abandoned dumps, closed landfills, existing or abandoned storage tanks, and hazardous liquid or gas pipelines. Discuss any potential environmental effects from pre-project site conditions that would be caused or exacerbated by project construction and operation. Identify measures to avoid, July 2013 version 26 minimize or mitigate adverse effects from existing contamination or potential environmental hazards. Include development of a Contingency Plan or Response Action Plan. There is no known existing contamination, or potential environmental hazards identified by the Minnesota Pollution Control Agency (MPCA) on the Project site, or on any of the Project Parcels. Per the MPCA, there are a several sites within proximity to the Project parcels listed on the MPCA’s “What’s in my neighborhood” database, but all appear to be located across major roadways and setback a substantial distance from the Project Boundary. However, with in approximately 1/2-mile of the Project, there is one hazardous waste site, three sites in investigation and cleanup, three stormwater sites and one property located northwesterly of the Project site listed in multiple programs. (See Figure 7) Based on the information available, there are no known potential environmental hazards that could affect site development and construction. A Phase I has been completed on Parcel C, which did not include an evaluation of the interior of the existing homestead. The Phase I noted an observed fill and vent pipe on the exterior of the existing home that was reported to be connected to a fuel oil tank located in the basement that is used as a heat source. A Phase I has not been completed for Parcel A or B but will be prepared prior to any site or demolition work. If applicable, any potentially hazardous materials in existing structures, or old/abandoned tanks associated with the existing homesteads as identified within the Phase I reports will be removed, capped and/or disposed of such materials consistent with MPCA rules and regulations. b. Project related generation/storage of solid wastes - Describe solid wastes generated/stored during construction and/or operation of the project. Indicate method of disposal. Discuss potential environmental effects from solid waste handling, storage and disposal. Identify measures to avoid, minimize or mitigate adverse effects from the generation/storage of solid waste including source reduction and recycling. The Project is a residential subdivision and should primarily generate municipal solid waste and household hazardous waste. While there is a small commercial area anticipated for development, it is likely that use will be a small neighborhood scale retail establishment that will generate similar types of waste. The Seven-County Waste Coordinating Board estimates municipal solid waste generation of approximately 1.8 pounds per person per day; however, Hennepin County’s Master Recyclers Composter Program estimated that the generated waste was approximately 4.4 pounds of municipal waste per person per day which accounts for residential and general commercial use. The following analysis provides a calculation based on the number of units shown on the Concept Plan. Table 14: Estimated Municipal Waste Land Use Concept Plan Rate (lbs/per capita/day) Persons Per Household Concept plan Total (lbs./day) Residential 393 Units to 420 Units 1.8 - 4.4 2.0 1,414.8 – 3,458.4 1,512- 3,696 July 2013 version 27 Residents will contract individually for solid waste management and are required to participate in recycling services. The Project is consistent with existing neighborhoods and services and will not negatively impact or alter the current system. c. Project related use/storage of hazardous materials - Describe chemicals/hazardous materials used/stored during construction and/or operation of the project including method of storage. Indicate the number, location and size of any above or below ground tanks to store petroleum or other materials. Discuss potential environmental effects from accidental spill or release of hazardous materials. Identify measures to avoid, minimize or mitigate adverse effects from the use/storage of chemicals/hazardous materials including source reduction and recycling. Include development of a spill prevention plan. As identified within the description, the proposed site development and site work will be required to adhere to all City, NPDES, and other regulatory permits necessary to complete the work. Storage of hazardous materials on the site during construction will be limited to construction vehicles and machinery which may be left onsite through the duration of construction depending on phasing and activity, as well as temporary storage tanks, such as for diesel fuel or hydraulic fluids. Construction vehicles, as well as associated storage of their fuels, will be required to follow a spill prevention plan, if required. Vehicles and temporary storage of fuels will be oriented on the Project Site to ensure spills or runoff would not be directed into wetlands or drainage pathways on site. If necessary temporary containment devices would be installed around portable storage tanks to protect against spills. All demolition shall follow proper protocol for storage and disposal of waste as regulated by the MPCA, if applicable, the City, or any other agency. d. Project related generation/storage of hazardous wastes - Describe hazardous wastes generated/stored during construction and/or operation of the project. Indicate method of disposal. Discuss potential environmental effects from hazardous waste handling, storage, and disposal. Identify measures to avoid, minimize or mitigate adverse effects from the generation/storage of hazardous waste including source reduction and recycling. The Project development process should not create or generate any hazardous waste. During the construction process, as identified in Item 8, compliance with the NPDES permit and the City’s ordinances shall be required. The developer shall follow proper processes and standards for disposal of any toxic or hazardous materials, such as gas, oil, etc., present on the construction site. Once residents are living on the property, generation of household hazardous waste may occur. Hennepin County provides free recycling and disposal of hazardous wastes at their drop-off locations in Brooklyn Park and Bloomington. July 2013 version 28 13. Fish, wildlife, plant communities, and sensitive ecological resources (rare features): a. Describe fish and wildlife resources as well as habitats and vegetation on or in near the site. The existing land use of the Project Site is predominantly agricultural/rural uses, with approximately 46-acres of wetlands, many of which have been farmed, and approximately 12-acres of maple- basswood woodlands. The City’s 2030 Comprehensive Plan identifies the wetland complex near the center of the site as Wet Prairie, natural Plant Community and the area designated as a Maple- Basswood forest as a “High Quality Natural Community”. There are no DNR identified areas of ecologically significant habitat located on the Project Site (THIS WILL NEED TO BE CONFIRMED BY THE NHIS QUERY RESULTS). The complex of agricultural and natural landscapes (wetland and forest land) on the Project site provides habitat for plants and wildlife that are typically found in rural residential areas such as small mammals, birds, and other wildlife. There are no permanent waterbodies such as lakes or streams on the Project site capable of supporting fish however some amphibians and reptiles likely utilize the wetland areas. b. Describe rare features such as state-listed (endangered, threatened or special concern) species, native plant communities, Minnesota County Biological Survey Sites of Biodiversity Significance, and other sensitive ecological resources on or within close proximity to the site. Provide the license agreement number (LA-____) and/or correspondence number (ERDB _____________) from which the data were obtained and attach the Natural Heritage letter from the DNR. Indicate if any additional habitat or species survey work has been conducted within the site and describe the results. Waiting for response from DNR (Correspondence will be attached as Appendix D) c. Discuss how the identified fish, wildlife, plant communities, rare features and ecosystems may be affected by the project. Include a discussion on introduction and spread of invasive species from the project construction and operation. Separately discuss effects to known threatened and endangered species. There are no rare or significant fish, wildlife or plant communities onsite. Post construction, the Project will include an extensive landscape and planting plan to revegetate the site. Care will be taken to select plant species that are native to the area including approved native seed mixes, or that are hardy and will withstand the climate. Invasive species such as Buckthorn will be eradicated through the site construction and development process. Construction contractors will be directed to properly manage onsite equipment to ensure development does not spread noxious weeds through construction vehicle traffic. d. Identify measures that will be taken to avoid, minimize, or mitigate adverse effects to fish, wildlife, plant communities, and sensitive ecological resources. Waiting for response from DNR 14. Historic properties: July 2013 version 29 Describe any historic structures, archeological sites, and/or traditional cultural properties on or in close proximity to the site. Include: 1) historic designations, 2) known artifact areas, and 3) architectural features. Attach letter received from the State Historic Preservation Office (SHPO). Discuss any anticipated effects to historic properties during project construction and operation. Identify measures that will be taken to avoid, minimize, or mitigate adverse effects to historic properties. As provided in the attached correspondence dated January 19, 2018 from the Minnesota State Historical Preservation Office, there are no known historical structures, archeological sites, or cultural properties on or near the Project site. (See Appendix D) 15. Visual: Describe any scenic views or vistas on or near the project site. Describe any project related visual effects such as vapor plumes or glare from intense lights. Discuss the potential visual effects from the project. Identify any measures to avoid, minimize, or mitigate visual effects. There are no identified scenic views or vistas on or near the Project site. There are existing rural residential homesteads on and near the subject property, and one of those homesteads will be incorporated into the Project neighborhood. Site construction is anticipated to occur during daylight hours, and therefore there is no anticipated glare or intense light that will be generated during the site construction process. Post construction, the site will be developed primarily with single-family homes and there will be street lights installed along new roadways. All proposed lighting shall be required to follow City regulations for light fixture intensity and design. 16. Air: a. Stationary source emissions - Describe the type, sources, quantities and compositions of any emissions from stationary sources such as boilers or exhaust stacks. Include any hazardous air pollutants, criteria pollutants, and any greenhouse gases. Discuss effects to air quality including any sensitive receptors, human health or applicable regulatory criteria. Include a discussion of any methods used assess the project’s effect on air quality and the results of that assessment. Identify pollution control equipment and other measures that will be taken to avoid, minimize, or mitigate adverse effects from stationary source emissions. Although no industrial or light industrial users are proposed as part of this Project, there is a proposed commercial use on the south side of the main entrance into the Project site. Additionally, future phases may include commercial and light industrial uses. At this time the actual users of the commercial and light industrial properties are unknown, and any heat source or design of the structure is not available. When a known use is identified for the commercial property it will be evaluated to determine if there are stationary source air emissions that require permitting from the MPCA. City Code Section 1060.090, Subd. 5 requires the emission of air July 2013 version 30 pollution, including potentially hazardous emissions, by any use to be compliant with and regulated by Minnesota Statutes 116. b. Vehicle emissions - Describe the effect of the project’s traffic generation on air emissions. Discuss the project’s vehicle-related emissions effect on air quality. Identify measures (e.g. traffic operational improvements, diesel idling minimization plan) that will be taken to minimize or mitigate vehicle-related emissions. The Project is a single-family residential development and will generate an increase in carbon monoxide levels associated with a typical increase in passenger vehicle trips. The Project does not require an indirect source permit. No baseline air quality monitoring or modeling is proposed and no measures to mitigate for the increase in vehicle related emissions are being considered. c. Dust and odors - Describe sources, characteristics, duration, quantities, and intensity of dust and odors generated during project construction and operation. (Fugitive dust may be discussed under item 16a). Discuss the effect of dust and odors in the vicinity of the project including nearby sensitive receptors and quality of life. Identify measures that will be taken to minimize or mitigate the effects of dust and odors. Limited dust and odors consistent with the development of a residential neighborhood will be generated during the construction process on the site. The contractors will be required to control dust by using watering trucks or other methods as agreed to with the City to protect adjacent neighborhoods. The adjacent rural residential homesteads and neighborhoods are the nearest receptors of the dust and odors, which should be monitored throughout the construction process by the Project Proposer. 17. Noise Describe sources, characteristics, duration, quantities, and intensity of noise generated during project construction and operation. Discuss the effect of noise in the vicinity of the project including 1) existing noise levels/sources in the area, 2) nearby sensitive receptors, 3) conformance to state noise standards, and 4) quality of life. Identify measures that will be taken to minimize or mitigate the effects of noise. July 2013 version 31 During construction of the Project there will be additional noise generated beyond existing conditions. The existing area is primarily developed with residential, rural residential and agricultural uses that generate typical noise levels associated with these land uses. The nearest noise receptors to the Project site are residential homes including the Schober homestead that will remain and be incorporated into the Project site development. Site work and grading will produce the most noticeable increase in noise generated and grading my occur through the duration of the project on a phase-by-phase basis. Noise typical of heavy equipment operation would also occur during site development. However, construction noise would be required to comply with Corcoran City Code Section 82.56, which is limited to 7:00 am to 10:00 pm Monday through Friday and 9:00 am and 9:00 pm on weekends and. Construction noise impacts may have a temporary nuisance effect on neighboring resident. Upon completion of the different phases the development noise levels are anticipated to be consistent with residential noise levels and would not create a significant amount of noise in the area. Mitigation of the short-term impacts can be managed through proper coordination and construction planning. Post construction, the Project will be used for primarily single-family residential uses and is not anticipated to generate noise that exceeds the MPCA’s noise standards for residential areas. 18. Transportation a. Describe traffic-related aspects of project construction and operation. Include: 1) existing and proposed additional parking spaces, 2) estimated total average daily traffic generated, 3) estimated maximum peak hour traffic generated and time of occurrence, 4) indicate source of trip generation rates used in the estimates, and 5) availability of transit and/or other alternative transportation modes. The proposed Project is an age-restricted senior single-family residential neighborhood. The full Traffic Impact Study (TIS) for the proposed Project is provided in Appendix B. There are no existing dedicated parking spaces or areas associated with existing rural residential and agricultural uses. Post-development, each single-family lot and home will include an attached two or three car garages and will allow for guest parking on driveways, with overflow parking available on new internal local roadways. Additional parking will be provided with the dedicated park areas and private amenity center to serve residents. Commercial and Light Industrial users are not known at this time, but parking lot design and number of stalls will be provided consistent with the City’s parking requirements at time of development. The following table provides estimated total average daily traffic and maximum peak hour traffic generated as a result of the senior, detached, single-family development. The Project may include up to 420-units, and the maximum is reflected in the table below. Estimates for the commercial Outlot, and future July 2013 version 32 commercial and light industrial land uses are provided to evaluate the potential impacts to the transportation system. Table 15: ITE Trip Generation Average Weekday Driveway Volumes AM Peak Hour PM Peak Hour Land Use ITE Code Size Daily Trips Enter Exit Enter Exit Senior Adult Housing – detached 251 420 Dwelling Units 1,708 39 78 875 55 Shopping Center 820 5 Th.Sq.Ft.GLA 189 3 2 9 10 Total Encore Trips 1897 42 80 96 65 General Light Industrial 110 50 Th.Sq.Ft.GFA 247 24 3 3 20 Shopping Center 820 50 Th.Sq.Ft.GLA 3752 29 18 91 99 Total Future Peak Hour Trips to Adjacent Network 95 101 190 184 There is no transit service within ½-mile of the Project, or future phases. b. Discuss the effect on traffic congestion on affected roads and describe any traffic improvements necessary. The analysis must discuss the project’s impact on the regional transportation system. If the peak hour traffic generated exceeds 250 vehicles or the total daily trips exceeds 2,500, a traffic impact study must be prepared as part of the EAW. Use the format and procedures described in the Minnesota Department of Transportation’s Access Management Manual, Chapter 5 (available at: http://www.dot.state.mn.us/accessmanagement/resources.html) or a similar local guidance, Since the Project is a senior age-restricted neighborhood the anticipated daily trips per household are significantly less than would be expected in an unrestricted single-family neighborhood. Based on the calculated trips, the existing roadways and those proposed for improvements as part of the Project will have sufficient capacity to accommodate generated trips. The improvements to the County Roads will improve the regional transportation network and will ensure that safe ingress and egress to the development and other nearby intersections can be achieved. The following recommended improvements are listed in the TIS: • On Brockton Lane (CSAH 101) and Stieg Road a northbound left-turn lane should be constructed. As summarized within the TIS, the needed turn lane is an existing condition, and is not the result of the Project development. • At Brockton Lane (CSAH 101) and 100th Avenue North a northbound left-turn lane should be constructed. This is needed at full build out, or at the completion of Phase 4. July 2013 version 33 c. Identify measures that will be taken to minimize or mitigate project related transportation effects. The City contemplated and planned for development at suburban densities with a mix of uses in the northeast MUSA area, and the Project will result in fewer estimated trips generated than would occur if the 2030 land use guided densities were followed. Given that adjacent and surrounding parcels have yet to develop, there will be opportunities for the City to secure connections to new roadways to reinforce a connected local road network and provide options to new residents of the Project, but also new residential, commercial and light industrial uses that may develop on adjacent parcels. The recommended improvements as detailed within the TIS (Appendix B) will also mitigate potential impacts to the existing roads including CR-101, Stieg Road, and CR-30. 19. Cumulative potential effects: (Preparers can leave this item blank if cumulative potential effects are addressed under the applicable EAW Items) a. Describe the geographic scales and timeframes of the project related environmental effects that could combine with other environmental effects resulting in cumulative potential effects. The Project site is located in the City of Corcoran’s northeast Metropolitan Urban Service Area that has been planned for land uses and development as stated within the City’s 2030 Comprehensive Plan. Extension of services to the northeast area was planned to occur during the time period between 2010 and 2020, and therefore the City included estimated calculations within each section of the 2030 Comprehensive Plan that accounted for the increased demand for water, sanitary sewer, and transportation improvements. This EAW considered potential cumulative impacts of future commercial and light industrial phases as described in applicable items. Beyond the analysis conducted and provided, there are no known or projected cumulative impacts as a result of the proposed Project that were not reviewed and considered as part of this process. b. Describe any reasonably foreseeable future projects (for which a basis of expectation has been laid) that may interact with environmental effects of the proposed project within the geographic scales and timeframes identified above. As stated in previous items, the proposed Project site was planned for development that would connect to municipal water and wastewater services. Installation of the main trunk sanitary sewer line will enable other adjacent lands to develop consistent with the time projected for development in the northeast MUSA area as designated within the 2030 Comprehensive Plan. This EAW evaluated potential development of future commercial and light industrial uses contained on the Project site. While current commercial and industrial market conditions indicate that the adjacent commercial and light industrial lands may not develop in the near future, this July 2013 version 34 analysis evaluated the potential environmental impact if the land were developed based on the designated land uses. c. Discuss the nature of the cumulative potential effects and summarize any other available information relevant to determining whether there is potential for significant environmental effects due to these cumulative effects. Based on available information, and existing planning efforts completed by the City, there are no anticipated or known cumulative environmental impacts that cannot be effectively mitigated if proper permitting and development processes are followed. 20. Other potential environmental effects: If the project may cause any additional environmental effects not addressed by items 1 to 19, describe the effects here, discuss the how the environment will be affected, and identify measures that will be taken to minimize and mitigate these effects. There are no other known potential environmental impacts anticipated as a result of the Project development. RGU CERTIFICATION. (The Environmental Quality Board will only accept SIGNED Environmental Assessment Worksheets for public notice in the EQB Monitor.) I hereby certify that: ∙ The information contained in this document is accurate and complete to the best of my knowledge. ∙ The EAW describes the complete project; there are no other projects, stages or components other than those described in this document, which are related to the project as connected actions or phased actions, as defined at Minnesota Rules, parts 4410.0200, subparts 9c and 60, respectively. ∙ Copies of this EAW are being sent to the entire EQB distribution list. Signature ________________________________ Date _______________________________ Title ________________________________ Figure 1: USGS Project Location k En c o r e | C i t y o f C o r c o r a n , M N Figure 2: Project Location En c o r e | C i t y o f C o r c o r a n , M N F k Encore Project location EncoreProje c t S i t e / B o u n d a r y AMENITY CENTER 3.37 acres(146,750 sf) OPEN SPACE OPENSPACE StormwaterTreatment Pond NWL-941HWL-944 StormwaterTreatment Pond NWL-941HWL-944 StormwaterTreatment Pond NWL-941HWL-944 StormwaterTreatment Pond NWL-939HWL-942 StormwaterTreatment PondNWL-934HWL-937 ~Wetland #7 ~Wetland #8 ~Wetland #1 ~Wetland #5 ~Wetland #4 ~Wetland #7 ~Wetland #6 ~Wetland #14~Wetland #14A ~Wetland #136,060 sf ~Wetland #129,360 sf ~Wetland #15 ~Wetland #9~Wetland #10 ~Wetland #7 ~Wetland #7 ~Wetland #3 ~Wetland #112,793 sf StormwaterTreatment PondNWL-944.5HWL-947.5 StormwaterTreatment Pond NWL-944HWL-947 StormwaterTreatment Pond NWL-926HWL-929 StormwaterTreatment Pond NWL-922HWL-925 StormwaterTreatment Pond NWL-941HWL-944 Future TrailExtension Future TrailExtension StormwaterTreatment Pond NWL-937HWL-940 13 ' 12 ' 12 ' 13' 13' Commercial / Business Park Cagley Parcel: 2.06 acres 13' Monum e n t Landscaped Outlot(+/- 7,900 sf) Commercial Lot(Outlot A) 2.09 acres (+/- 91,040 sf) Monu m e n t Commercial Lot 8.40 acres (+/- 365,990 sf) ~Wetland #4(29,526 sf) ~Wetland #2(259,039 sf) ~Wetland #3(543,286 sf) ~Wetland #5(19,593 sf) ~Wetland #1(19,868 sf) StormwaterTreatment Pond NWL-937HWL-940 WETLAND #2IMPACT-7,870 SF WETLAND #3 IMPACT-4,701 SF DEVELOPMENT AREA -30.61 ACRES TOTAL WETLAND AREA- 285,718 SF WETLAND FILL AREA -15,318 SF WETLAND #1IMPACT-3,704 SF WETLAND #4IMPACT-4,594 SF WETLAND #14IMPACT-12,550 SF WETLAND #14aIMPACT-425 SF Mo n u m e n t Neighborhood Park +/-�4.95 acres +/-�3.5 ac upland FU T U R E 1 0 1 R O W 10 1 R O W S E T B A C K StormwaterTreatment PondNWL-940HWL-942 StormwaterTreatment Pond NWL-940HWL-942 StormwaterTreatment Pond NWL-944HWL-946 StormwaterTreatment Pond NWL-931HWL-933 APPROX. WETLAND AREA - 1.5 AC AP PROX. WETLAND AREA - 10.9 AC APPROX. WETLAND AREA - 0.56 AC APPROX. WETLAND AREA - 0.44 AC APPROX. WETLAND AREA - 0.1 AC APPROX. WETLAND AREA - 0.04 AC TRU N K S A N I T A R Y TRU N K S A N I T A R Y TRU N K S A N I T A R Y TRUNK S A N I T A R Y Schober Parcel 58.08 Ac Schober Parcel 45.59 Ac Schober Parcel 58.08 Ac Schober Parcel 45.59 Ac Stieg Parcel 1.99 Ac 101 Farms LLC Parcel 26.41 Ac Stieg Parcel 102.75 Ac Newman Parcel 112.96 Ac S A Van Blaricom Etaltrstes Parcel 73.48 Ac Stieg R o a d Stieg R o a d Br o c k t o n L a n e N Darwyn Anderson Parcel 1.99 Ac Stacey & Dan Benjamin Parcel 5.71 Ac Imanuel Church Parcel 5.11 Ac Imanuel Church Parcel 1.8 Ac GR Ebert & DA MccormickParcel 67.21 Ac Becher Parcel 2.76 Ac Becher Parcel 2.14 Ac Becher Parcel (Mama G's) 4.07 Ac GC Oswald Et Al TrusteesParcel 76.89 Ac outlot 13.9 Ac outlot 22.4 Ac outlot 16.01 Ac outlot 1.46 Ac outlot 9.98 Ac Neighborhood Park +/-�7.0 acres +/-�5.2 ac upland F En c o r e | C i t y o f C o r c o r a n , M N Figure 3: Existing Conditions Parcel A Parcel C Parcel B County Road 30 Co u n t y R o a d 1 0 1 En c o r e | C i t y o f C o r c o r a n , M N Figure 3: Existing Conditions Existing home to remain AMENITY CENTER 3.37 acres(146,750 sf) OPEN SPACE OPEN SPACE StormwaterTreatment Pond NWL-941HWL-944 StormwaterTreatment PondNWL-941HWL-944 StormwaterTreatment Pond NWL-941HWL-944 StormwaterTreatment Pond NWL-939HWL-942 StormwaterTreatment PondNWL-934HWL-937 ~Wetland #7 ~Wetland #8 ~Wetland #1 ~Wetland #5 ~Wetland #4 ~Wetland #7 ~Wetland #6 ~Wetland #14~Wetland #14A ~Wetland #136,060 sf ~Wetland #129,360 sf ~Wetland #15 ~Wetland #9~Wetland #10 ~Wetland #7 ~Wetland #7 ~Wetland #3 ~Wetland #112,793 sf StormwaterTreatment Pond NWL-944.5HWL-947.5 StormwaterTreatment Pond NWL-944HWL-947 StormwaterTreatment PondNWL-926HWL-929 StormwaterTreatment PondNWL-922HWL-925 StormwaterTreatment Pond NWL-941HWL-944 Future TrailExtension Future TrailExtension StormwaterTreatment PondNWL-937HWL-940 13 ' 12 ' 12 ' 13' 13' Commercial / Business Park Cagley Parcel:2.06 acres 13' Monum e n t Landscaped Outlot(+/- 7,900 sf) Commercial Lot(Outlot A) 2.09 acres (+/- 91,040 sf) Monu m e n t Commercial Lot 8.40 acres (+/- 365,990 sf) ~Wetland #4(29,526 sf) ~Wetland #2(259,039 sf) ~Wetland #3(543,286 sf) ~Wetland #5(19,593 sf) ~Wetland #1(19,868 sf) StormwaterTreatment PondNWL-937HWL-940 WETLAND #2IMPACT-7,870 SF WETLAND #3 IMPACT-4,701 SF DEVELOPMENT AREA -30.61 ACRES TOTAL WETLAND AREA- 285,718 SF WETLAND FILL AREA - 15,318 SF WETLAND #1IMPACT-3,704 SF WETLAND #4IMPACT-4,594 SF WETLAND #14IMPACT-12,550 SF WETLAND #14aIMPACT-425 SF Mo n u m e n t Neighborhood Park +/-�4.95 acres +/-�3.5 ac upland FU T U R E 1 0 1 R O W 10 1 R O W S E T B A C K StormwaterTreatment PondNWL-940HWL-942 StormwaterTreatment PondNWL-940HWL-942 StormwaterTreatment PondNWL-944HWL-946 StormwaterTreatment PondNWL-931HWL-933 APPROX. WETLAND AREA - 1.5 AC APPROX.WETLAND AREA - 10.9 AC APPROX.WETLAND AREA - 0.56 AC APPROX. WETLAND AREA - 0.44 AC APPROX. WETLAND AREA - 0.1 AC APPROX. WETLAND AREA - 0.04 AC TRU N K S A N I T A R Y TRU N K S A N I T A R Y TRU N K S A N I T A R Y TRUNK S A N I T A R Y Schober Parcel 58.08 Ac Schober Parcel 45.59 Ac Schober Parcel 58.08 Ac Schober Parcel 45.59 Ac Stieg Parcel 1.99 Ac 101 Farms LLC Parcel26.41 Ac Stieg Parcel 102.75 Ac Newman Parcel 112.96 Ac S A Van Blaricom Etaltrstes Parcel73.48 Ac Stieg R o a d Stieg R o a d Br o c k t o n L a n e N Darwyn Anderson Parcel1.99 Ac Stacey & Dan Benjamin Parcel5.71 Ac Imanuel Church Parcel5.11 Ac Imanuel Church Parcel 1.8 Ac GR Ebert & DA Mccormick Parcel 67.21 Ac Becher Parcel 2.76 Ac Becher Parcel 2.14 Ac Becher Parcel (Mama G's) 4.07 Ac GC Oswald Et Al TrusteesParcel 76.89 Ac outlot 13.9 Ac outlot 22.4 Ac outlot 16.01 Ac outlot 1.46 Ac outlot 9.98 Ac Neighborhood Park+/-�7.0 acres +/-�5.2 ac upland F AFEMA Floodplain Zone A Existing Project Parcels Legend Wetland source: Hennepin County,National Wetland Inventory, FEMA, Sathre-Bergquist Homes to be Demolished En c o r e | C i t y o f C o r c o r a n , M N Figure 4: Concept Plan ENCORE | PULTE HOMES Corcoran , Minnesota CONCEPT PLAN February, 2018SATHRE-BERGQUIST INC.north CO U N T Y R O A D 1 0 1 / B R O C K T O N L A N E N O R T H WETLAND WETLAND PRIVATE AMENITY CENTER ENTRANCE MONUMENT PUBLIC OPEN SPACE SITE DATA 44’ LOTS - 122 50’ LOTS - 169 60’ LOTS - 96 TOTAL - 387 SINGLE FAMILY LOTS LEGEND 44’ WIDE LOT 50’ WIDE LOT 60’ WIDE LOT TRAIL POND WETLAND HUNTERS RIDGE PUBLIC PARK COUNTY ROAD 30 CO U N T Y R O A D 1 1 6 STIE G R O A D COMMERCIAL OUTLOT A FUTURE COMMERCIAL OUTLOT FUTURE LIGHT INDUSTRIAL OUTLOT FUTURE PUBLIC PARK ARRIVAL DRI V E IMMANUEL UNITED METHODIST CHURCH FUTURE POTENTIAL STREETS FUTURE POTENTIAL STREET SCHOBER HOMESTEAD Encore Project Site/Boundary Figure 5: Project 2030 Land Use & Zoning ROAD SCHUTTE GLEASON ROAD JUBERT LAKE MEISTER ROAD O L D S E T T L E R S R D HORSESHOE TRAIL STIE G R D WI L L O W D R I V E TR A I L H A V E N R O A D CA I N R O A D OAKDALE DR STREHLER ROAD PIO N E E R T R COUNTY ROAD 117 RO L L L I N G H I L L S R D LARKIN RD TOWNSHIP OF HASSAN CI T Y O F G R E E N F I E L D CI T Y O F M A P L E G R O V E SCOTT LAKE BE C H T O L D R O A D $+ $+ $+ $+ $+ $+$+ $+ MORIN LAKE GOOSE LAKE COOK LAKE RUS H C R E E K 6/21/22 10/2020 4/22/2020 4/27/2022 4/27/2022 6/21/22 7/24/2018 5/26/2020 1/21/2016 7/24/2018 4/28/2021 1/22/2023 8/9/2018 5/26/2020 10/201812/13/22 1/22/2023 1/22/2023 4/22/2020 2030 Future Land Use Plan 4 3,000 0 3,0001,500 Feet 2030 Comprehensive Plan Figure 8 Rural/Ag Residential Existing Residential Low Density Residential Medium Density Residential Mixed Residential High Density Residential Rural Service/Commercial Commercial Mixed Use Business Park Light Industrial Public/Semi-Public Parks/Open Space Golf Course Agricultural Preserve (Date of Expiration) Open Water City Limit Staging Boundaries 2014_PublicWorks Wetlands *The Future Land Use plan depicts the location and intensity of future development through a variety of land use types. This plan is intended to guide future development however the City has discretion to amend (with Metropolitan Council approval) the plan in response to landowner/ developer requests or response to other system plans. Updated August 2015 Adopted June 2011 19 10 50 19 10 30 101 116 City ofCORCORAN ROAD SCHUTTE GLEASON ROAD JUBERT LAKE MEISTER ROAD O L D S E T T L E R S R D HORSESHOE TRAIL STI E G R D WI L L O W D R I V E TR A I L H A V E N R O A D CA I N R O A D OAKDALE DR STREHLER ROAD PI O N E E R T R COUNTY ROAD 117 RO L L L I N G H I L L S R D LARKIN RD TOWNSHIP OF HASSAN CI T Y O F G R E E N F I E L D CI T Y O F M A P L E G R O V E SCOTT LAKE BE C H T O L D R O A D $+ $+ $+ $+ $+ $+ $+ $+ MORIN LAKE GOOSE LAKE COOK LAKE RUS H C R E E K 6/21/22 10/2020 4/22/2020 4/27/2022 4/27/2022 6/21/22 7/24/2018 5/26/2020 1/21/2016 7/24/2018 4/28/2021 1/22/2023 8/9/2018 5/26/2020 10/201812/13/22 1/22/2023 1/22/2023 4/22/2020 2030 Future Land Use Plan 4 3,000 0 3,0001,500 Feet 2030 Comprehensive Plan Figure 8 Rural/Ag Residential Existing Residential Low Density Residential Medium Density Residential Mixed Residential High Density Residential Rural Service/Commercial Commercial Mixed Use Business Park Light Industrial Public/Semi-Public Parks/Open Space Golf Course Agricultural Preserve (Date of Expiration) Open Water City Limit Staging Boundaries 2014_PublicWorks Wetlands *The Future Land Use plan depicts the location and intensity of future development through a variety of land use types. This plan is intended to guide future development however the City has discretion to amend (with Metropolitan Council approval) the plan in response to landowner/ developer requests or response to other system plans. Updated August 2015 Adopted June 2011 19 10 50 19 10 30 101 116 City ofCORCORAN !!!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!! ! ! ! ! !!! ! !! ! ! ! ! ! ! ! !!!!!!! ! ! !! ! ! ! ! !! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! !!!! ! ! ! ! ! ! !!!! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!! ! ! !!!!!!!!!!!!!!!!! ! ! ! ! ! ! ! ! ! !!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!!!! ! ! !!!!! ! ! ! ! !!!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!!!!! î î î s s òñð òñð ñ ñ ï ï î î s ñ ROAD SCHUTTE GLEASON ROAD JUBERT LAKE MEISTER ROAD O L D S E T T L E R S R D HORSESHOE TRAIL STI E G R D WI L L O W D R I V E HACKAMORE ROAD TR A I L H A V E N R O A D CA I N R O A D OAKDALE DR STREHLER ROAD PI O N E E R T R COUNTY ROAD 117 RO L L L I N G H I L L S R D LARKIN RD (62ND AVE N) TOWNSHIP OF HASSAN CI T Y O F G R E E N F I E L D CI T Y O F M A P L E G R O V E CITY OF MEDINA SCOTT LAKE BE C H T O L D R O A D $+ $+ $+ $+ $+ $+ $+ $+ MORIN LAKE GOOSE LAKE COOK LAKE RUS H C R E E K 23 1465 987 11 36 27 24 14 25 34 26 10 35 15 22 33 13 23 12 32 30 31 192120 17 28 16 29 18 Official Zoning Map4 3,000 0 3,0001,500 Feet ï Cemetery î ChurchsGolf Course ñ Government Building òñð Public Park ! !! ! ! 2030 Metropolitan Urban Service Area City Limit Open Water Shoreland Overlay District Zoning Districts: UR Urban Reserve RR Rural Residential RSF-1 Single Family Residential 1 RSF-2 Single Family Residential 2 RSF-3 Single and Two Family Residential 3 RMF-1 Medium Density Residential RMF-2 Mixed Residential RMF-3 High Density Residential MP Manufactured Home Park P-I Public / Institutional TCR Transitional Rural Commercial CR Rural Commercial C-1 Neighborhood Commercial C-2 Community Commercial DMU Downtown Mixed Use GMU General Mixed USe BP Business District I-1 Light Industrial PUD Planned Unit Development Updated December 24, 2014 Adopted June 2011 19 10 30 116 101 50 19 10 City ofCORCORAN En c o r e | C i t y o f C o r c o r a n , M N !!!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!! ! ! ! ! !!! ! !! ! ! ! ! ! ! ! !!!!!!! ! ! !! ! ! ! ! !! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! !!!! ! ! ! ! ! ! !!!! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!! ! ! !!!!!!!!!!!!!!!!! ! ! ! ! ! ! ! ! !!!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!!!! ! ! !!!!! ! ! ! ! !!!!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!!!!! î îî s sòñð òñð ñ ñ ï ï î î s ñ ROAD SCHUTTE GLEASON ROAD JUBERT LAKE MEISTER ROAD O L D S E T T L E R S R D HORSESHOE TRAIL STIE G R D WI L L O W D R I V E HACKAMORE ROAD TR A I L H A V E N R O A D CA I N R O A D OAKDALE DR STREHLER ROAD PIO N E E R T R COUNTY ROAD 117 RO L L L I N G H I L L S R D LARKIN RD (62ND AVE N) TOWNSHIP OF HASSAN CI T Y O F G R E E N F I E L D CI T Y O F M A P L E G R O V E CITY OF MEDINA SCOTT LAKE BE C H T O L D R O A D $+ $+ $+ $+ $+ $+ $+ $+ MORIN LAKE GOOSE LAKE COOK LAKE RUS H C R E E K 231465 98711 36 27 24 14 25 34 26 10 35 15 22 33 13 23 12 32 30 31 192120 17 28 16 29 18 Official Zoning Map4 3,000 0 3,0001,500 Feet ï Cemetery î ChurchsGolf Course ñ Government Building òñð Public Park ! !! !! 2030 Metropolitan Urban Service Area City Limit Open Water Shoreland Overlay District Zoning Districts: UR Urban Reserve RR Rural Residential RSF-1 Single Family Residential 1 RSF-2 Single Family Residential 2 RSF-3 Single and Two Family Residential 3 RMF-1 Medium Density Residential RMF-2 Mixed Residential RMF-3 High Density Residential MP Manufactured Home Park P-I Public / Institutional TCR Transitional Rural Commercial CR Rural Commercial C-1 Neighborhood Commercial C-2 Community Commercial DMU Downtown Mixed Use GMU General Mixed USe BP Business District I-1 Light Industrial PUD Planned Unit Development Updated December 24, 2014 Adopted June 2011 19 10 30 116 101 50 19 10 City ofCORCORAN En c o r e | C i t y o f C o r c o r a n , M N Figure 6: Soil Classifications F Soil Classification L132A L22C2 L23A L24A L25A L36A L37B L40B L44A L45A L49A L50A L60B L61C2 Project Boundary Stei g R d . CR - 1 0 1 source: Hennepin County, MNGEO, NRCS Web Soil Survey En c o r e | C i t y o f C o r c o r a n , M N Figure 7: What’s in My Neighborhood? source: Hennepin County, MNGEO, MPCA - What’s in my neighborhood? " !. # ! ! ! ! ! ! " " # # ! ! ! ! Russ Creek Madeline Woods Lawrence B Kowal Kiphuth Residence Tree Farm Landscape Jack's Small Engine Tree Farm Landscape Lithgow Automotive Inc Former Leclair Property Pheasant Run Golf Course Hindu Temple of Minnesota Hindu Society of Minnesota Hope Community Church Cemetery Madeline Woods - Maple Grove - CSW Madeline Woods 2nd Add - Maple Grove Formerly Bigelow & Former Gas Station Hindu Society Staff Housing St & Utility Improvements F MPCA Sites Program Name !.Multiple Programs "Air Quality "Environmental Review "Feedlots "Hazardous Waste !Investigation and Cleanup !Pollution Prevention !Solid Waste !Stormwater #SSTS #Tanks #Water Quality 1/2-Mile Project Buffer Project Boundary 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kevin Shay through Kendra Lindahl, Landform DATE: February 14, 2018 for the February 22, 2018 City Council Meeting RE: Open Space and Preservation (OS&P) Plat Sketch Plan for Pheasant Ridge 2nd Addition (PID 03-119-23-31-0003, 03-119-23-43-0005, 03-119-23-41-0002) (City File 18-003) 60-DAY REVIEW DEADLINE:April 8, 2018 1.Application Request Tony Bolduc has submitted a request for review of a OS&P (Open Space and Preservation) Plat sketch plan to create 30 lots and one outlot on a 153.9-acre site. The site includes three existing parcels: the Terhaar parcel, the Selisky parcel and the Havel parcel. The 30 proposed lots include a lot for the existing home on the Terhaar property and a lot for the existing home on the Selisky parcel. 2.Context Zoning and Land Use The project site is guided Rural/Ag Residential. The site is zoned RR (Rural Residential), which is intended to provide large lots for single family homes and preserve Corcoran’s rural character. The development rights program grants properties one development right per 30 acres when accessed off a gravel road and one development right per 10 acres when accessed off a paved road. The northern portion of the site is in the Shoreland Overlay District for Rush Creek which extends out 300 feet from the creek’s ordinary high-water level (OHW). This overlay district imposes more strict development standards on proposed Lots 22, 23, 24 and 25. There are a number of wetlands on site and a portion of the property is in the Floodplain Overlay District. Surrounding Properties The surrounding properties to the north, east, south and west are guided Rural/Ag Residential and are zoned RR (Rural Residential). Agenda Item: 9e. Pheasant Ridge OS&P Plat Sketch Plan (18-003) 2 February 22, 2018 Natural Characteristics of the Site The 2030 Comprehensive Plan shows disturbed woodlands on the eastern and southern parts of the site along with a wetland on the western side. The Natural Resource Communities Quality Ranking map shows these as medium-quality wetlands. The disturbed woodland on the southern part of the site is identified as a significant maple-basswood forest. The Rush Creek public watercourse runs along the Northern portion of the site. The FEMA Floodplain boundary for the creek is shown on the concept plan. The floodplain is located within Outlot A and Outlot C. Open Space and Preservation Plat (OS&P) The proposed project requires approval of an open space and preservation plat. OS&P plats provide owners within the rural residential zoning district with added flexibility in designing plats as well as incentives to voluntarily protect, preserve, enhance or restore natural resources on their property. OS&P Plats include three application types beyond the basic development type, based on the amount of permanently preserved open space. Each application type includes some development right bonus. 3. Analysis of Request Development Rights Lots outside the MUSA with a Rural/Ag Residential land use are permitted development rights based on the type of road access they have. A lot that has access off a gravel road is permitted one development right for each 30 acres. A lot that has access off a paved road is permitted one development right for each 10 acres. As part of the proposed project the access to each of these lots will be paved. The Terhaar parcel is 119.77 acres and currently has access on a gravel road giving it four development rights. By gaining paved access the development rights for the parcel will increase to 12. The Selisky parcel is 16.00 acres and currently has an existing home. This parcel was platted and received approval in 2002. It was granted one development right, which was used to build the existing home. By gaining access to a paved road the parcel will gain one development right. The Havel parcel is 31.55 acres and currently has access on a gravel road giving it one development right. By gaining paved access the development rights for the parcel will increase to three. However, in order to gain this increase in development rights, the Havel property needs to access the paved road in the development. The plans must be revised to provide access for the proposed Outlot D to the new paved road when that property develops in the future. The total development rights for all the parcels is 16 if all three have paved access: Terhaar – The existing property has four development rights. If paved access is provided, the total number development rights increase to 12. Pheasant Ridge OS&P Plat Sketch Plan (18-003) 3 February 22, 2018 Selisky – The property used all existing develop rights when the home was built (see attached resolution 2002-36). If paved access is provided, one development right becomes available. Havel – the property has one development right. If paved access is provided, the parcel would have three development rights. One of the incentives of an OS&P plat is increased development rights. As part of the plat, dedicating greater than 25% of the gross land area to be protected and preserved allows for a 200% increase in the development rights. This increases the total development rights for the proposed area to up to 32 (16 rights x 2). Sketch Plan The applicant’s sketch plan shows 30 lots for single-family homes and four outlots (A, B, C and D). The existing Selisky home and Outlot D on the Havel parcel will access the new road but are not proposed to be a part of the OS&P HOA. The plans show the remaining 29 single-family lots ranging from 1.17 acres to 3.71 acres. The plans indicate proposed locations for the 60-foot by 80-foot building pads for each lot, as well as proposed septic system locations. The three proposed Outlots A, B and C (excluding Outlot D as it is proposed for future development) must provide greater than 25% open space when compared to the total platted area. Additionally, 50% of the provided open space (or a net total of 12.5% of the project area) must be upland area. The applicant’s sketch plan shows the following areas being dedicated as open space and upland: • Outlot A – 22.58 acres of open space with 11.66 acres of upland area. • Outlot B – 31.11 acres of open space with 25.09 acres of upland area. • Outlot C – 2.63 acres of open space with 1.87 acres of upland area. The total open space dedicated is 56.23 acres, which is 36.6% of the total project area. The total upland area dedicated is 38.62 acres, which is 25.1% of the total project area. This meets the OS&P requirements. All open space areas and upland areas should be covered with a conservation easement. Lot Dimension Standards Projects that develop as part of an OS&P plat must comply with standards of the underlying zoning district, but may vary from the underlying zoning district dimensional regulations provided they comply with the OS&P standards. The maximum lot size for an OS&P is twice what is allowed in the underlying RR district. Therefore, the maximum allowable lot size is four acres OS&P Minimum Principal Structure Setbacks: Front Within 75 feet Side 15 feet Rear 25 feet Maximum Principal Building Height 35 feet Maximum Impervious Surface 25% Pheasant Ridge OS&P Plat Sketch Plan (18-003) 4 February 22, 2018 Additionally, Lots 22, 23, 24 and 25 must meet Shoreland standards for a river (Rush Creek): Shoreland Minimum lot width 100 feet Minimum Principal Structure Setbacks: Ordinary high-water level (OHWL) 100 feet Minimum Septic System Setbacks: Ordinary high-water level (OHWL) 100 feet Minimum bluff setback 30 feet Maximum Principal Building Height 25 feet Maximum Impervious Surface 25% Utilities The utilities provided will consist of individual water wells and septic systems placed on each lot. Proposed primary and secondary locations for the septic systems are shown on the sketch plan. Transportation The existing connections to the proposed area consist of Ebert Road to the south and Hidden Ponds Drive to the east. Ebert Road to the south is currently a gravel road and consists of only 33 feet of right-of-way. Additional right-of-way is not being proposed as part of this application. Hidden Ponds Drive to the east is currently a gravel road. For the proposed plat to have enough development rights the applicant will need to provide paved access to all three parcels included in the plat. To bring paved access to the site the applicant will need to pave Hidden Ponds Drive and Ebert Road. The applicant will need to provide a connection to Outlot D on the Havel parcel to be able to use the increased development rights. Staff recommends this connection be an access road between Lots 26 and 27. A looped street configuration is being proposed that provides access to the proposed lots. The plans show a 60-foot street right-of-way for the new street. This is consistent with City standards. Engineering has reviewed the sketch plan and noted a concern with the proposed road alignment on the south of the site (identified in their comments as “Option 1 – as submitted”). The road access coming from Ebert Road takes two consecutive 90 degree turns to avoid the existing Terhaar house. The turns have been identified as problematic for traffic safety and flow. Three concept options have been identified that provide viable solutions to the problem. • Option 2 – This concept shows two access points (as submitted), however staff recommends the main access be through Hidden Ponds drive since Ebert Road has insufficient ROW. Therefore, a turnaround is required, and all traffic would utilize Hidden Ponds Drive. • Option 3 – This concept creates a “Loop” and moves the emergency access to the east along an existing field road. Equivalent to Option 1, all traffic would utilize Hidden Ponds Drive. • Option 4 – This concept breaks the development into two phases, and allows the second phase to be developed when Ebert Road ROW is acquired which would allow the access to Pheasant Ridge OS&P Plat Sketch Plan (18-003) 5 February 22, 2018 be improved to City standards. The result is approximately half the development would access CR 10 rather than Hidden Ponds Drive. Public Safety Review Public safety has reviewed the sketch plan and also noted concerns about access as noted in the attached memo. Stormwater The sketch plan does not address stormwater. Stormwater management will need to be addressed with future applications. Wetlands The wetland delineation has not been completed. Elm Creek Watershed Management Organization (ECWMC) is the LGU for the Wetland Conservation Act and they will review and approve the delineation. The subject wetlands are ranked on the National Resource Communities Quality Rankings map as medium quality. The sketch plan does not identify wetland buffer and setback information. This information will be required when a formal application is submitted. If mitigation occurs, a mitigation plan must be submitted for review and approval and Elm Creek Watershed District approval must be obtained. Parks and Trails The Parks and Trails map in the 2030 Comprehensive Plan shows an off-road trail running along the south side of Rush Creek, and an additional off-road trail splitting from the Rush Creek trail and running south to connect to Oakdale Drive via Ebert Road. The city would require an 8-foot wide bituminous trail located in a 20-foot trail easement for these trails. Proposed locations for the above trails should be shown on future plan submittals. When the Parks and Trails Commission reviewed “Heinz Second Addition”, which is located on the north property of the Havel property, they did not take a trail easement and indicated that the trail should be located on the south side of the creek. That trails should be dedicated with this plat. An OS&P plat suggests the developer connect individual home sites with pedestrian corridors or sidewalks to larger open spaces and places of destination on-site and off-site. Open spaces should be accessible to pedestrians at roughly 1,200-foot intervals along public roadways. The sketch plan does not show any proposed trails or sidewalks in the project. The following pedestrian walkways should be incorporated: • Sidewalk will need to be installed on one side of the street for all new street provided in the project. • Pedestrian access in the form of a sidewalk or trail must be provided to the open space locations on the project. Pheasant Ridge OS&P Plat Sketch Plan (18-003) 6 February 22, 2018 Park dedication for this project would be reviewed by the Parks Commission with the preliminary plat application, but would likely be cash-in-lieu of land with credit given for dedication of the public trail easements. The City should accept park dedication in the form of land where shown on the maps. The City may accept cash-in-lieu of land if park dedication requirements are not met by the trail dedication. Development Design Goals Corcoran city code identifies nine goals for development of an OS&P plat. The following are the development design guidelines to consider with this sketch plan: 1. Arrange lots around a central focal point such as: a. A central green, boulevard or square. b. A physical amenity such as a meadow, a stand of trees, a stream or water body, or some other natural feature. Sketch plan meets this goal. 2. Locate lots such that at least 50 percent of the lots within a neighborhood abut open space, or other amenity, on at least one side. A local street may separate lots from open space. Sketch plan meets this goal. 3. Preserve views from each building unit and from off-site vantage points to the maximum possible. Sketch plan meets this goal. 4. Locate neighborhood recreational open spaces such that they are an integral part of the neighborhood, are suitable for the projected demographic makeup of residents, are at an elevation appropriate to their intended recreational use, have boundaries that are clearly defined and are accessible to all neighborhood residents from a public street or trail. Connect individual home sites with pedestrian corridors or sidewalks to larger open spaces and places of destination on-site and off-site. Open spaces should be accessible to pedestrians at roughly 1,200-foot intervals along public roadways. Pedestrian corridors between lots shall be at least 50 feet in width and buffered from view of adjacent properties. Plans will need to be modified to show plans for trails and sidewalks. 5. Locate lots to preserve woodlands, farmland or other natural features or character, including places of historic, archeological or cultural value. Preserve natural resources as identified in the Comprehensive Plan to the maximum extent possible in a contiguous, connected configuration. Natural open spaces may include, but are not limited to, fields, wetlands, slopes, bluffs, woods, lakes, ponds, streams, shore lands, and other environmentally sensitive areas. Sketch plan meets this goal. Pheasant Ridge OS&P Plat Sketch Plan (18-003) 7 February 22, 2018 6. Providing covenants to create an architectural theme to include items such as landscaping, porches, side or rear loaded or detached garages. A written narrative describing the architectural theme shall be provided with the preliminary plat. This goal will be evaluated when a formal application is submitted. 7. Locate houses and garages such that the garages do not dominate the streetscape. This goal will be evaluated when a formal application is submitted. 8. Locate septic systems on the most suitable soils for subsurface septic disposal and in such manner as to provide for cost effective and least disruptive future connection of the wastewater treatment system(s) to urban services. Sketch plan appears to meet this goal. 9. Landscape common areas and street rights-of-way with native vegetation with high wildlife conservation value. This goal will be evaluated when a formal application is submitted. Next Steps If the applicant chooses to proceed with the application, they would need to submit applications for: a. Preliminary Plat b. Final Plat While this is not the formal application, the Council should provide direction to the applicant so that they can decide whether to proceed with formal application. 4. Action The applicant is requesting comments on this sketch plan. Any comments given by the City Council are advisory in nature and non-binding. While the comments are non-binding, the applicant will consider the comments from the City Council when they prepare their formal submittal. Pheasant Ridge OS&P Plat Sketch Plan (18-003) 8 February 22, 2018 Attachments a. Aerial Location Map b. Applicant’s Narrative dated January 26, 2018 c. Site Graphics dated February 7, 2018 d. Memo from City Engineer dated February 10, 2018 e. Memo from Public Safety dated February 13, 2018 f. Concept Options from City Engineer dated February 10, 2018 g. Pheasant Ridge Final Plat Staff Report dated June 13, 2002 h. Pheasant Ridge Final Plat Approving Resolution dated June 13, 2002 i. 2030 Land Use Map j. Natural Resource Inventory Map k. Natural Resource Quality Map l. 2030 Park & Trail Map m. DRAFT 2040 Park & Trail Map Henn e p in Co unty Prop erty Map Da te : 2/1 3/2018 Com ments: 1 inc h = 8 00 feet No r es ult s This dat a (i) is fur nished 'AS IS' wit h no repres ent at ion as to com pletenes s or acc ura cy; (ii) is furnis hed with no war rant y of an y k ind; an d (i ii) is not s uit able for lega l, engi neering or s urv ey ing purposes . Hen nepin C ounty s hall not be liable f or any dam age, in jury o r los s r esu lting f rom t his data. CO PYRIG HT © HENNEPIN CO UN TY 2 0 18 1 2.42 ac 23.71 ac 3 2.36 ac 41.63 ac 51.65 ac 6 2.09 ac 7 1.67 ac 8 1.54 ac 9 1.38 ac 101.80 ac11 1.83 ac 12 1.66 ac 21 1.50 ac 22 1.42 ac 201.41 ac 19 1.48 ac 23 1.19 ac 24 1.17 ac 251.56 ac 26 3.69 ac 27 3.61 ac 282.73 ac 29 3.48 ac 18 1.39 ac17 1.46 ac 16 1.37 ac 14 1.67 ac 15 2.18 ac 131.52 ac 30 14.18 ac 31.11 ac Gross 25.09 ac Upland 2.63 ac Gross 1.87 ac Upland Outlot A 22.58 ac Gross 11.66 ac Upland Outlot B Outlot C Outlot D 31.55 ac Gross 13.92 ac Upland Co. Road 10 Eb e r t R o a d Ca i n R o a d Hig h l a n d R i d g e R o a d Hi d d e n P o n d s D r i v e Hidden Ponds Drive Greenview Court Ca i n R o a d 3 0 0 F T S H R E L A N D Z O N E 3 0 0 F T S H R E L A N D Z O N E 300 FTSHREL A N D Z O N E 300 F TSHRE L A N D Z O N E 3 0 0 F T S H R E L A N D Z O N E 300 FT SHRELAND ZO N E A 612-385-5088 CI V I L E N G I N E E R I N G SI T E D E S I G N Tony Bolduc TERHAAR PARCEL SELISKY PARCEL HAVEL PARCEL Engineer’s Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Kevin Mattson, PE, Public Works Director From: Kent Torve, P.E. Date: February 9, 2018 Subject: Pheasant Ridge 2nd Addition Concept Plan 0.0 Setting The concept consists of rural residential development off of Cain Road, via Hidden Ponds Drive, and CR-10 via Ebert Road. The property is amenable for rural development, with some unknowns of stormwater management, viable septic sites, elevations, etc. which are typical of applications at the concept stage. 1.0 Access The site is somewhat constrained by access through an existing development (Hidden Ponds Drive), and Ebert Road to the south. Ebert Road has limited ROW and additional ROW is not currently planned as part of this application. 2.0 Options Staff reviewed the concept which has resulted in the attached figures. Other alternatives may also be possible. Identified Issues—The attached figures show the submitted concept along with options to address issues identified by staff. These issues include: Sharp corners for south access Limited ROW for Ebert Road East access is gravel road through an existing neighborhood Option 1— This concept (as submitted) shows two access points, east and south. Issues are identified above. Option 2 – This concept identifies a possible modification to address the sharp curves at south access. Option 3 – This concept “loops” traffic for east access and shows an emergency access to the south. Option 4 – This concept breaks the development into two phases, and delays development of the second phase until additional ROW is obtained along Ebert Road. Note: Staff recommends both accesses would need to be paved as part of the development. 3.0 Other Items The concept stage allows an applicant to receive Council input and possibly move forward to submittal after Council input. Other items identified by staff to be explored further upon submittal include: Stormwater management Wetland permits Off-site road improvements Curb and gutter are required for internal street (not Hidden Ponds/Ebert Road) Access to Havel Parcel via the development needs to be identified CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us Memo To: Planning (Planner Lindahl) From: Director Gottschalk Date: February 13, 2018 Re: Pheasant Ridge Plan Review A Public Safety plan review meeting for the proposed Pheasant Ridge was held on 02/13/2018. In attendance were: Director of Public Safety Gottschalk, Lieutenant Ryan Burns, Fire Chief Feist, and Code Compliance Official Pritchard. The following are comments from the meeting: 1. The existing Ebert Rd. specification is insufficient for emergency vehicle traffic. Public Safety is recommending upgrading Ebert Rd. to City public roadway specifications. An alternative could be to loop the roadway or install a City spec cul-de-sac on lot 15 and provide improved emergency only access from an improved Ebert Rd. (paved surface passing a roll test with acceptable turning radiuses, approved by City). This memo serves as a concept review and assumes that all specifications not articulated in the concept meet City standards. Additional fire and building codes will apply. 1 2.42 ac 2 3.71 ac 3 2.36 ac 4 1.63 ac 5 1.65 ac 6 2.09 ac 7 1.67 ac 8 1.54 ac 9 1.38 ac 10 1.80 ac 11 1.83 ac 12 1.66 ac 21 1.50 ac 22 1.42 ac 20 1.41 ac 19 1.48 ac 23 1.19 ac 24 1.17 ac 251.56 ac 263.69 ac 27 3.61 ac 28 2.73 ac 29 3.48 ac 18 1.39 ac 17 1.46 ac 16 1.37 ac 14 1.67 ac 15 2.18 ac 13 1.52 ac 30 14.18 ac 31.11 ac Gross 25.09 ac Upland 2.63 ac Gross 1.87 ac Upland Outlot A 22.58 ac Gross 11.66 ac Upland Outlot B Outlot C Outlot D 31.55 ac Gross 13.92 ac Upland Co. Road 10 Eb e r t R o a d Ca i n R o a d Hig h l a n d R i d g e R o a d Hi d d e n P o n d s D r i v e Hidden Ponds Drive Greenview Court Ca i n R o a d A 612-385-5088 CI V I L E N G I N E E R I N G SI T E D E S I G N Tony Bolduc TERHAAR PARCEL SELISKY PARCEL HAVEL PARCEL 1 2.42 ac 2 3.71 ac 3 2.36 ac 4 1.63 ac 5 1.65 ac 6 2.09 ac 7 1.67 ac 8 1.54 ac 9 1.38 ac 10 1.80 ac 11 1.83 ac 12 1.66 ac 21 1.50 ac 22 1.42 ac 20 1.41 ac 19 1.48 ac 23 1.19 ac 24 1.17 ac 251.56 ac 263.69 ac 27 3.61 ac 28 2.73 ac 29 3.48 ac 18 1.39 ac 17 1.46 ac 16 1.37 ac 14 1.67 ac 15 2.18 ac 13 1.52 ac 30 14.18 ac 31.11 ac Gross 25.09 ac Upland 2.63 ac Gross 1.87 ac Upland Outlot A 22.58 ac Gross 11.66 ac Upland Outlot B Outlot C Outlot D 31.55 ac Gross 13.92 ac Upland Co. Road 10 Eb e r t R o a d Ca i n R o a d Hig h l a n d R i d g e R o a d Hi d d e n P o n d s D r i v e Hidden Ponds Drive Greenview Court Ca i n R o a d A 612-385-5088 CI V I L E N G I N E E R I N G SI T E D E S I G N Tony Bolduc TERHAAR PARCEL SELISKY PARCEL HAVEL PARCEL 1 2.42 ac 2 3.71 ac 3 2.36 ac 4 1.63 ac 5 1.65 ac 6 2.09 ac 7 1.67 ac 8 1.54 ac 9 1.38 ac 10 1.80 ac 11 1.83 ac 12 1.66 ac 21 1.50 ac 22 1.42 ac 20 1.41 ac 19 1.48 ac 23 1.19 ac 24 1.17 ac 251.56 ac 263.69 ac 27 3.61 ac 28 2.73 ac 29 3.48 ac 18 1.39 ac 17 1.46 ac 16 1.37 ac 14 1.67 ac 15 2.18 ac 13 1.52 ac 30 14.18 ac 31.11 ac Gross 25.09 ac Upland 2.63 ac Gross 1.87 ac Upland Outlot A 22.58 ac Gross 11.66 ac Upland Outlot B Outlot C Outlot D 31.55 ac Gross 13.92 ac Upland Co. Road 10 Eb e r t R o a d Ca i n R o a d Hig h l a n d R i d g e R o a d Hi d d e n P o n d s D r i v e Hidden Ponds Drive Greenview Court Ca i n R o a d A 612-385-5088 CI V I L E N G I N E E R I N G SI T E D E S I G N Tony Bolduc TERHAAR PARCEL SELISKY PARCEL HAVEL PARCEL 1 2.42 ac 2 3.71 ac 3 2.36 ac 4 1.63 ac 5 1.65 ac 6 2.09 ac 7 1.67 ac 8 1.54 ac 9 1.38 ac 10 1.80 ac 11 1.83 ac 12 1.66 ac 21 1.50 ac 22 1.42 ac 20 1.41 ac 19 1.48 ac 23 1.19 ac 24 1.17 ac 251.56 ac 263.69 ac 27 3.61 ac 28 2.73 ac 29 3.48 ac 18 1.39 ac 17 1.46 ac 16 1.37 ac 14 1.67 ac 15 2.18 ac 13 1.52 ac 30 14.18 ac 31.11 ac Gross 25.09 ac Upland 2.63 ac Gross 1.87 ac Upland Outlot A 22.58 ac Gross 11.66 ac Upland Outlot B Outlot C Outlot D 31.55 ac Gross 13.92 ac Upland Co. Road 10 Eb e r t R o a d Ca i n R o a d Hig h l a n d R i d g e R o a d Hi d d e n P o n d s D r i v e Hidden Ponds Drive Greenview Court Ca i n R o a d A 612-385-5088 CI V I L E N G I N E E R I N G SI T E D E S I G N Tony Bolduc TERHAAR PARCEL SELISKY PARCEL HAVEL PARCEL 1 2.42 ac 2 3.71 ac 3 2.36 ac 4 1.63 ac 5 1.65 ac 6 2.09 ac 7 1.67 ac 8 1.54 ac 9 1.38 ac 10 1.80 ac 11 1.83 ac 12 1.66 ac 21 1.50 ac 22 1.42 ac 20 1.41 ac 19 1.48 ac 23 1.19 ac 24 1.17 ac 251.56 ac 263.69 ac 27 3.61 ac 28 2.73 ac 29 3.48 ac 18 1.39 ac 17 1.46 ac 16 1.37 ac 14 1.67 ac 15 2.18 ac 13 1.52 ac 30 14.18 ac 31.11 ac Gross 25.09 ac Upland 2.63 ac Gross 1.87 ac Upland Outlot A 22.58 ac Gross 11.66 ac Upland Outlot B Outlot C Outlot D 31.55 ac Gross 13.92 ac Upland Co. Road 10 Eb e r t R o a d Ca i n R o a d Hig h l a n d R i d g e R o a d Hi d d e n P o n d s D r i v e Hidden Ponds Drive Greenview Court Ca i n R o a d A 612-385-5088 CI V I L E N G I N E E R I N G SI T E D E S I G N Tony Bolduc TERHAAR PARCEL SELISKY PARCEL HAVEL PARCEL ROADSCHUTTE GLEASON ROAD JUBERT LAKE MEISTER ROAD OLD SETTLERS RD HORSESHOE TRAIL STIEG RD WILLOW D RIVE TR AIL HAVEN ROAD CAI N ROAD O A K D A L E D R STREHLER ROAD PIONEER TR COUNTY ROAD 117 ROLLLING HILLS RD LARKIN RD TOWNSHIP OF HASSAN CITY OF GREENFIELD CITY OF MAPLE GROVE SCOTT LAKE BECHTOLD ROAD $+ $+ $+ $+ $+ $+ $+ $+ MORINLAKE GOOSELAKE COOKLAKE RUSH CREEK 6/21/22 10/2020 4/22/2020 4/27/2022 4/27/2022 6/21/22 7/24/2018 5/26/2020 1/21/2016 7/24/2018 4/28/2021 1/22/2023 8/9/2018 5/26/2020 10/201812/13/22 1/22/2023 1/22/2023 4/22/2020 2030 FutureLand Use Plan 4 3,000 0 3,0001,500 Feet 2030 Comprehensive Plan Figure 8 City Limit Staging Boundaries Wetlands CORCORAN_Parcels_Sep2017 Rural/Ag Residential Existing Residential Low Density Residential Medium Density Residential Mixed Residential High Density Residential Rural Service/Commercial Commercial Mixed Use Business Park Light Industrial Public/Semi-Public Parks/Open Space Golf Course Agricultural Preserve (Date of Expiration) Open Water *The Future Land Use plan depicts the location and intensity of future development through a variety of land use types. This plan is intended to guide future development however the City has discretion to amend (with Metropolitan Council approval) the plan in response to landowner/ developer requests or response to other system plans. Updated September 2016Adopted June 2011 19 10 50 19 10 30 101 116 City ofCORCORAN ROADSCHUTTE GLEASON ROAD JUBERT LAKE MEISTER ROAD OLD SETTLERS RD HORSESHOE TRAIL STIEG RD WILLOW D RIVE HACKAMORE ROAD TR AIL HAVEN ROAD CAI N ROAD O A K D A L E D R STREHLER ROAD PIONEER TR COUNTY ROAD 117 ROLLLING HILLS RD LARKIN RD (62ND AVE N) TOWNSHIP OF HASSAN CITY OF GREENFIELD CITY OF MAPLE GROVE CITY OF MEDINA SCOTT LAKE BECHTOLD ROAD $+ $+ $+ $+ $+ $+ $+ $+ MORINLAKE GOOSELAKE COOKLAKE RUSH CREEK Natural ResourceInventory Areas 4 3,000 0 3,0001,500 Feet 2030 Comprehensive Plan Figure 4 City Limit ^_Natural Community of Statewide Significance !(Rare Species Occurence Potential Connections to Adjacent Resource Areas High Quality Natural Community NOTE: Due to limitations of map scale, distribution and proportionof Natural Community types within each colored area are approximate. Uplands WetlandsNatural Plant Communities Open Water Wet Prairie Emergent Shrub Floodplain Forest Floodplain(Reed Canary Dominant) Streams Savanna/Pasture Maple/Basswood Oak Forest Disturbed Woodland Old Field Updated October 2013Adopted June 2011 City ofCORCORAN 19 10 30 50 19 10 116 101 CITY OF MAPLE GROVE CITY O F H A N O V E R CO RD NO 101 LARKIN RD STATE HWY NO 55 ROLLLING HILLS RD CO RD NO 50 CO RD NO 19 CO RD NO 117 PIONEER TR BROCKTON LA N T R A I L OAKDALE DR CAIN ROAD TRAIL HAVEN R0AD HACKAMORE ROAD WILLOW DRIVE STIEG LA HORSESHOE TRAIL O L D S E T T L E R S R D MEISTER ROAD LAKE JUBERT STREHLER ROAD GLEASON ROAD SCHUTTE ROAD SCOTT RD C O R D N O 10 O A K D A L E D R CO RD NO 19 LAKE CO RD NO 19 CO RD NO 116 STREHLER ROAD CO RD NO 50 CO RD NO 10 O A K D A L E D R CO RD NO 30 CO RD NO 117 CO RD NO 116 CO RD NO 30 OLD SETTLERS RD S O U T H R U S H C R E E K C O R R I D O R MAPLE/BASSWOOD FOREST ZONE NORTH RUSH CREEK CORRIDOR Streams Potential Natural Resource Corridor Base Map New Natural Resource Corridor Upland Community Wetland Community Quality Ranking High Medium Low NOTE: Due to limitations of map scale, distribution and proportion of Natural Community types within each colored area are approximate. Natural Resource Communities 4000 0 4000 8000 Feet i:\504\50403115\cad\gis\av_projects\nri_quality.apr March 2003 City ofCORCORAN Quality Ranking N EW S ROAD SCHUTTE GLEASON ROAD JUBERT LAKE MEISTER ROAD O L D S E T T L E R S R D HORSESHOE TRAIL STI E G R D WI L L O W D R I V E TR A I L H A V E N R O A D CA I N R O A D OAKDALE D R STREHLER ROAD PI O N EE R TR COUNTY ROAD 117 RO L L L I N G H I L L S R D LARKIN RD CI T Y O F G R E E N F I E L D CI T Y O F M A P L E G R O V E SCOTT LAKE BE C H T O L D R O A D EiGH EsGH E¢GH IïKL IöKL EiGH E¼GH EsGH MORIN LAKE GOOSE LAKE COOK LAKE RUS H C R E E K OSP OSP OSP OSP T OSP OSP NP CP NP NP OSP NP NP NP OSP OSP OSP NP OSP ASA ASA ASA ASA T June 2, 2011 Parks & Trails Plan I:/504/50408144/GIS/ComPlan/Maps/Final Maps/2030 parks and trails.mxd 4 3,000 0 3,0001,500 Feet City ofCORCORAN 2030 Comprehensive Plan Figure 12 Existing Parks and Trails Proposed Parks and Trails Regional Trail Proposed County Bike Trail Existing On Road Trail Proposed On Road Trail City Hall/Memorial Park Community Park Existing Ball Fields/School Property Existing Park (Private/Lion's Park) Golf Course Open Water Wetlands Off Road Trail Off Road Trail outside 2030 Development Area Horseback Trail Proposed County Road 50 Natural Gas Pipeline Easement Trail (Potential) ASA - Athletic Search Area City Square OSP/Nature Park Neighborhood Park Trailhead Search Area Greenway Corridor (Bonus Eligible Resource Corridor) ASA OSP NP *Proposed park and trails locations represent the general search areas for parks and trails. The City will work with developers and landowners to identify the exact location and size of parks and trail alignments as development or park acquisition is proposed. City Limit 2030 MUSA City of Greenfield City of Maple Grove City of Medina City of Rogers % Trailhead MorinLake ScottLake JubertLake CookLake 456710 456750 456719 456730 County Road 116 D St Oakdale Dr J e f f r e y L n Abilene L n Tra i l L n HuntersRdg County Road 30 Heather L n Pioneer Trl Trail Haven Rd County Road 10 Horseshoe Trl Robert Ln C o u n t y R o a d 5 0 Larsen Rd Willow Dr Hunter R d County Road 19 Homestead Trl Maple Hill Rd Cain Rd Rolling Hills Rd Country Rd Mohawk Dr ElmSt Larkin Rd Foxline Dr Strehler Rd C a i n Pl 6 5 t h Pl N Dassel Ln Old Se t t l er s Rd Stieg Rd Bechtold Rd Kalk Rd S c h u t t e R d Meister Rd M y s t i q u e Dr H a g e Dr 93rd Ave N Schutte P l S u n n y H illL n B r a n d y w i n e Rd Chisholm T r l Tessmer Rd HighBluffLn Winchester Trl JubertLn R u s h Creek RushCreek Count y D i t c h N u m b erSixteen Cou ntyDitch N u mberThree SouthFor k R u s h C r e e k T NP NP NP NP NP NP NP NP ASA ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxdDate: 2/1/2018 Time: 6:37:19 AM User: shujc0243 Map 5-1Parks and Trails Plan Existing Parks and Trails Regional Trail Existing On Road Trail Community Park Trailhead Private Park/Open Space Proposed Parks and Trails Proposed On Road Trail Proposed Off Road Trail Proposed Off Road Trail outside 2040 Development Area Proposed Horseback Trail Trail Search Area Neighborhood Park Community Park Greenway Corridor Municipal Boundaries 2040 MUSA Parcel Boundaries Streams Lake/Open Water Wetlands T NP Draft I r. MWF Properties 7645 Lyndale Avenue South Minneapolis, MN 55423 TEL 612.243.4636 FAX 612.243.4660 MWFPROPERTIES.COM February 1, 2018 City of Corcoran MWF 8200 County Road 116 properties Corcoran, MN 55340 RE: Maple dill Apartments -- Sketch PUD Application Narrative To Thom It May Concern: Let this letter serve as the narrative to MWF Properties' proposed project, Maple Hill Apartments, for the PUD Sketch Plan Application. Please note that on November 8, 2017, Ryan Schwickert of MWF Properties met with Brad Martens, Kendra Lindahl, and Mayor Ron Thomas from the Ciq, in what would qualif T as the Pre- Application Conference necessary for this application. A lot of the information that was discussed at that meeting has been incorporated into this proposal. After discussing the need for workforce housing in Corcoran, it was decided that an optimal location would be somewhere in the SE District. We first discussed a high- density residential project along Highway 116, but later decided that area would be better suited for retail/ commercial products. With the Senior developing going in to the east of our site, which would bring utilities there, it was decided the NW corner of Maple Hill Rd and Highway 10 would be an optimal spot for high density, workforce housing. Project Overview /Concept *Proposed Use: Workforce, Multifamily Housing. *Unit Mix: 78 units (one - bedroom, two - bedroom, and three - bedroom mix); 1 -2 bathrooms /unit. *Building Design: 3 -story apartment building over one story of underground parking. Pitched roof, combination of brick, hardie board, and vinyl siding on exterior. Magic Pack HVAC units. *Site: The entire 27 acres of land is under contract, but our project would look to parcel off the, roughly, 7.85 -acre triangle shown on the NW corner of Maple Hill Rd and Highway 10. *Site Amenities: Tot -lot, community room, fitness room, manager on -site, 24 -hour maintenance, secure entry, underground parking (at least one per unit), package room. *Unit Amenities: Washer /Dryer in each unit, dishwasher, microwave, LVT /carpet flooring, central heating/ air - conditioning. *Parking: 165 stalls (85 underground, 80 surface). *The City of Corcoran is at the verge of expansion, with urban sprawl making its way west. Workforce Housing is necessary given the current demand and will be more important with future expansion, along with multifamily housing in general. This project will be at the forefront of this expansion and will be a nice early development for the SE District as it begins to take shape. Covenants and Restrictions on Proiect *Units will be set aside for households making less than 60% of the Area Median Income, adjusted for household size. For a family of four people, this would equate to $54,420. MWF Properties • 7645 Lyndale Avenue South e Minneapolis, MN 55423 • TEL 612.243.4607 • FAX 612.243.4660 *Rents (including utilities) will not be allowed to exceed 30% of 60% of the Area Median Income. This equates to $1,017, $1,221, and $1,410 for one, two, and three-bedroom units, respectively. We do not anticipate our rents to be near these levels when we open, though. We will set rents at whatever the market can supp ort. *Tenants must demonstrate they income sufficient to pay rent and will be subject to background checks at application. *Unit rents will remain restricted for 30 years. *MWF intends to be long-term owners of the project. Must own project for at least 15 years, *Velair Property Management, a related entity of MWF Properties, will manage and maintain the property. Land Use &owprehensi Comprehensive Plan Conformity *This parcel is currently zoned RSF-3. It would be out intention to rezone this parcel to the RMF-2 Zoning District) since 1040.065, Subd. 1 of the City Ordinance states that RMF-2 zoning districts are guided Mixed Residential in the 2030 Comp Plan, which is what out site is guided. We have decided a PUD is more applicable. *This parcel is currently guided as Mixed Residential on the 2030 Future Land Use Plan. This would allow for 8-10 units per acre. It is our intention to apply for a PUD, but still keep the product and density consistent with the Future Land Use Plan. The SE District Plan also shows this site guided for Mixed Residential (although I'm aware this may change with your SE District Plan Update). MWF is willing to incorporate some of the land on the south side of Highway 10 into out density calculation, if need be. *Out proposed density would therefore be 10 units/acre. If Council feels strongly about even higher density, we would be open to adding more units. *Primary zoning district provisions of the RSF-3 district, that we propose to modify by the PUD include the following: (1) Increased density from 5 units/acre to 10 units/acre. (2) Permitted, Accessory, Conditional, Interim Use — High Density is not one of these uses. (3) Minimum Lot Area, Width, and Building Height. (4) Some Design requirements may be modified, as we begin to develop out plans with more detail. *Project design will work to try and incorporate many of the Design Requirements as listed in 1040.060, Subd 9. *The proposed PUD meets the Purpose of Section 1040.140, Subd I of the Zoning Ordinance. This parcel is currently zoned RSF-3, which is single family. To meet out density requirements, we would need a rezone to RMF-2, which is a large jump in density. By doing a PUD, we are able to incorporate the density of the RMF-2 Zoning, but break away from other RMF-2 specific requirements, such as setbacks, which may make this project less effective. A PUD also allows Council to have more say in the final design of the product, as Council would need to approve the PUD. If it were simply a zoning change to RMF-2, as long as our project hit every zoning criteria, Council would have limited input in the design. *The proposed PUD meets the Intent of Section 1040, Subd 2 of the Zoning Ordinance. (A) Out proposal is consistent with Corcoran's Comp Plan. (B) While we don't need to mix land uses, out proposal would have more flexibility with its site plan with a PUD versus a normal zoning change. We will be able to work with Council to develop a concept that may not be possible with normal zoning codes. (C) We'd be open to incorporating any design elements the City deems necessary, as long as the project remains financially feasible after incorporating the design elements. (D) This would be the first high-density building in MWF Properties * 7645 Lyndale Avenue South * Minneapolis, MN 55423 * TEL 612.243.4607 • FAX 612.243.4660 Corcoran. High-density allows for an efficient building to be put on a small piece of land, that can house a number of households. We would make sure it was aesthetically pleasing, safe, and blends in with the City and future SE District design. (E) We will set aside an acre, at the western-most part of the parcel, for green space. We would consider dedicating this chunk to the City for a future park. (F) With access on Maple Hill Rd., this allows more efficient and less-traffic access point. Utilities have been brought to the east of our site,, so adding utilities for this project would be simple. (G) We would only have one land use on our site, but with the lower-density homes going in to the east, and the desire to have Mixed-Use/Commercial products to the west along Highway 116, a high-density apartment seems like the perfect buffer between low-density homes and commercial space, and a good product to have at the outskirts of the SE district. Benefits to Ci1yZCougV *MWF Properties would consider donating around one acre on the western portion of the site to the City for park space. *MWF Properties would consider donating a pot-don of the southern part of the site, near the intersection of Maple Hill Rd and Highway 10, to the City to aid in the reconstruction of the Highway 10 /Maple Hill Rd interchange. *MWF Properties would be open to granting a 60' Right -of -Way Easement to the County along Highway 10 for future expansion and improvements. *Increased tax base (land is currently classified as Agriculture). *Increase housing stock to promote growth and spending in the local economy. *Anticipate project will act as a catalyst for future development, specifically in the SE District. Extent of Modifications to land within the overly y Districts (Section 1050� Map identifying potential wetlands is included in Exhibit 5C. MWF will conduct a Wetland Delineation Study to confirm locations of wetlands. MWF will not take away wetlands with this project. MWF will take into consideration the applicable setbacks and requirements stated in Section 1050 of the City Ordinance. Questions for City Council: The following are items we would like to discuss at the City Council meeting: 1) Project ConcQt — It is our goal to work with the City on submitting a proposal that best meets the City's needs. Please let us know if there is any feedback that can improve this proposal. 2) Entitlement Process — After discussing with Staff, it was decided that a PUD application was the best route because it gives the City the best opportunity to review the project in its entirety. Please let us know if you agree. 3) Comte Plan Conformity — We understand that the City's Comp, Plan Amendment has not been finalized and would like to maintain the current guidance in the revised Comp Plan. MWF Properties • 7645 Lyndale Avenue South • Minneapolis, MN 55423 9 TEL 612.243.4607 • FAX 612.243.4660 4) Local Contribution -- Workforce Housing developments typically require us to leverage local (finds to make the development viable. We will apply to the Hennepin County RFP for some financing to help reduce or remove entirely the amount of contribution we inay need from the City. Common, local participation we have seen includes Tax Increment Financing, Fee Waivers, or Loans. At this point we are not sure how much, if any, local participation would be necessary for this project, but we'd like to start the conversation. MWF Properties appreciates your time in consideration of our project. Sincerely, Ryan Schwickert MWF Properties, LLC 612 -243 -4637 11 ~aiZscli ickert tii f )rc>j7)erties.cOm x 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Mary Matze through Kendra Lindahl, Landform DATE: February 14, 2018 for the February 22, 2018 City Council Meeting RE: PUD Sketch Plan for Maple Hill Apartments (PID 25-119-23-24-0005) (city file 18- 005) 60-DAY REVIEW DEADLINE:April 02, 2018 1.Application Request MWF Properties LLC has submitted a request to the City to review a Planned Unit Development (PUD) sketch plan for a 78-unit workforce housing development on the NW Corner of Maple Hill Road and Highway 10. Multi-family dwellings are only permitted in the RMF-2 (Mixed Residential) or the RMF-3 (High Density Residential) zoning districts. The applicant is requesting that the property be rezoned to PUD with RMF-2 zoning district as the underlying standards. If the applicant proceeds with a formal application, they will be requesting to plat the property. 2.Context The property is bisected by County Road 10 (CR 10), with approximately 8 acres to north of CR 10 and 19.1 acres to the south of CR 10. Zoning and Land Use The project site is guided Mixed Residential which is planned to be developed at 8-10 units per acre and zoned RSF-3 (Single and Two Family Residential). The land use and zoning are inconsistent, but the request to rezone the property to PUD could resolve the issue. The property is also located in the Southeast District and is subject to the Southeast District Plan and Design Guidelines, which planned this property to be developed with small lot single family. However, with the City Council direction to change the Comprehensive Plan to eliminate the realignment of County Road 10/50, the City will be updating this plan in early summer and could include land use changes to address this use if desired. Agenda Item: 9f. Maple Hill Apartment PUD Sketch Plan (18-005) 2 February 22, 2018 Surrounding Properties The surrounding properties are guided and zoned as follows: Surrounding Property Location Guidance Zoning North High Density Residential RMF-3 East Mixed Residential PUD South Mixed Residential Urban Reserve West Mixed Use Downtown Mixed Use Natural Characteristics of the Site The 2030 Comprehensive Plan shows a wetland in the southeast corner of the site. This same wetland is also identified as an Ecologically Significant Area in the 2030 Comprehensive Plan. 3.Analysis of Request Rezoning The project as proposed would be consistent with Mixed Residential Land Uses, however, the property would need to be re-zoned from RSF-3, which does not allow multiple-family dwellings, to RMF-2. Three-story multiple-family dwellings are permitted uses in the RMF-2 Zoning District. The applicant has requested to rezone the property to PUD with RMF-2 as the underlying zoning district. The City has a relatively high level of discretion in approving or denying a rezoning application. The proposed zoning for a property must be consistent with the City’s Comprehensive Plan. If the proposed zoning is not consistent with the Comprehensive Plan, the City must deny the rezoning application. The Zoning Ordinance and Map are the enforcement tools used to implement the goals and standards set in the Comprehensive Plan. Proposed PUD The applicant has provided a proposal to rezone the property from RSF-3 to PUD with RMF-2 as the underlying zoning district. While the applicant has not indicated in the application materials what they are requesting PUD flexibility for, it appears that they will need PUD flexibility for building setbacks. The Council should provide feedback on the applicant’s narrative and whether there are additional issues to be addressed or items that would not be desirable in this PUD. The applicant would take those comments under advisement as they prepare a formal submittal. Sketch Plan The applicant’s sketch plan shows one multi-family apartment complex north of County Road 10 (CR 10)on the northeast corner of the site. The applicant’s narrative proposes 78 units that would be a mix of one-bedroom, two-bedroom, and three-bedroom apartments over one story of underground parking. Each unit will have a washer / dryer, dishwasher, microwave, and central heating and air conditioning. Maple Hill Apartment PUD Sketch Plan (18-005) 3 February 22, 2018 The applicant’s narrative states that MWF will be the owner of the project for a minimum duration of 15 years and that the property will be managed by Velair Property Management. Staff notes that Section 1060.050 of the Zoning Ordinance establishes general building standards for residential uses, including the types of materials that are permitted and Section 1040.040, Subd. 8 establishes residential design standards. Additionally, staff notes that Appendix B of the Zoning Ordinance establishes Southeast District Design Guidelines. The concept plans do not provide significant detail to determine whether they are consistent with these and other Design Guideline requirements, however, photos of other projects constructed by the applicant appear to demonstrate high quality design. Density The proposed pre-development gross density for the development appears to be 9.75 units an acre on the parcel that is proposed north of CR 10. The applicant has not provided a pre- and post-net density calculations for the site. The applicant will need to demonstrate that the net density on the proposed parcel north of CR 10 is consistent with the Comprehensive Plan. Setbacks Staff recommends that development standards be established for the ease of the City and Developer if the project progresses. The table below compares the requested setbacks to the zoning standards: Proposed RMF-2 (Apartment) Minimum lot area 8 acres 1 Acre Minimum lot width 754 feet 100 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 60 feet 100 feet Front, From all other streets 205 feet 25 feet Side 20-25 feet 30 feet Rear 100 feet 25 feet Maximum Principal Building Height 3 stories 35 feet or 3 stories Staff notes that there is a 100-foot setback from County Road 10. Council has indicated in previous discussions the importance of a larger setback to maintain the rural feel of the community. Section 1060.070, Subd. K and J of the Zoning Ordinance allows the 100-foot setback to be reduced to a 60- foot building setback and 50-foot parking setback if additional landscaping is provided adjacent to the County Road. Landscaping No landscape plan was provided with the concept plan, but staff notes that a well-designed landscape is an important part of this project to ensure transitions between potentially conflicting land uses. We will review the landscape plan with the development plan submittal for compliance Maple Hill Apartment PUD Sketch Plan (18-005) 4 February 22, 2018 with the ordinance standards. The developer may wish to provide an upgraded landscape plan as one of the PUD benefits. Transportation The property is served by Maple Hill Road to the east and is bisected by County Road 10 (CR 10). The Southeast District guidelines currently show a re-alignment of CR 10. However, as part of the 2040 Comprehensive Planning process, the Council eliminated this roadway realignment from the plans. Therefore the 2040 Comprehensive Plan shows CR 10 roadway in the same location. Council reviewed concepts for the Southeast District at the August 10, 2017 Council Work Session. Council indicated that the preferred revision to the Southeast District Plan would keep the existing roadway alignment and would adjust Larkin Road and Maple Hill Road so that the roads aligned at 90-degree angles to County Road 10 (See Figure 1 – Southeast District Revised Roadway Alignment). Since the intersection of Maple Hill Road and CR 10 is at the southeast corner of the northern portion of the subject property, the City will require an additional right-of-way to accommodate the proposed realignment on that corner. As part of the development plan, the County will request an additional 54 feet of right-of-way (27 feet on both sides of CR 10) from this property for County Road 10 to allow for a 120-foot right-of-way. This is consistent what has been requested by the County in the past. Additionally, the County will request a 5-foot trail easement on each side of the County right-of-way. Maple Hill Road is identified as a Connector Street in the Southeast District Plan, which shows sidewalks on both sides of the street and consistently spaced boulevard trees (See Figure 2). Figure 1 - Southeast District Revised Roadway Alignment Figure 2 - Southeast District Plan Standards for Connector Streets Maple Hill Apartment PUD Sketch Plan (18-005) 5 February 22, 2018 Stormwater The site drains north-northeast across the Chastek property north of Cook Lake. The City Engineer’s memo dated February 8, 2018 notes that in recent developments where water drains to adjacent properties, off-site stormwater improvements to additional volume have been required. Public Safety The public safety committee memo dated February 13, 2018 notes that plans should include a paved fire access road around the structure. The memo also notes that there may be safety issues with the proposed underground parking structure. Staff recommends that the developer address the Committee’s concerns at the time of formal application. Utilities Water and sewer will be extended to the east side of Maple Hill Road with the development of Bass Lake Crossings 2nd Addition, however, the City does not currently know the schedule for extension. If water and sewer are not extended by the time the project is constructed, the City Engineer’s memo says that a temporary lift station could be constructed and utilized until extension of water and sewer. Wetlands There are several wetlands shown on the site plan. A wetland delineation and wetland mitigation plan has not been provided to the City, but will be required with a formal application. ECWMC is the LGU for the Wetland Conservation Act and they will review and approve the delineation. The wetland south of CR 10 is ranked on the National Resource Communities Quality Rankings map as low quality. There are two wetlands identified on the land north of CR 10 that are not currently ranked on the Natural Resource Communities Quality Rankings map. The sketch plan does not show any development in this area, but when development is proposed it must identify wetland buffers, setbacks, or proposed wetland fill. If mitigation occurs, a mitigation plan must be submitted for review and approval and Elm Creek Watershed District approval must be obtained. All wetlands must be blanketed by a drainage and utility easement. Parks and Trails The applicant is showing parkland dedication in the western corner of the site on the property north of CR 10. In the 2040 Comprehensive Plan Update, a neighborhood park search area is shown generally on the northwest portion of the property. However, staff notes that a City park would be more appropriately located on land south of CR 10. Staff does not recommend acceptance of land for park dedication north of CR 10, but would evaluate park dedication south of CR 10 when development is proposed for that portion of the site. The Park and Trail map in Comprehensive Plan shows a proposed on-road trail on County Road 10, which could be accommodated within the additional right-of-way and easement. Park dedication for this project would be reviewed by the Parks Commission with the preliminary plat application, but Maple Hill Apartment PUD Sketch Plan (18-005) 6 February 22, 2018 would likely be cash-in-lieu of land. The City policy is only to accept and give credit for dedication of off-road public trail easements or park land shown on the Comprehensive Plan. The City should accept park dedication in the form of land where shown on the maps. The City may accept cash-in-lieu of land if park dedication requirements are not met by the proposed park dedication. Next Steps If the applicant chooses to proceed with the application, they would need to submit applications for: •Rezoning to PUD •Preliminary Plat •Preliminary PUD Development Plan Then the applicant would submit applications for: •Final Plat •Final PUD Development Plan While this is not the formal application, the Council should provide direction to the applicant so that they can decide whether to proceed with formal application. 4.Ac tion The applicant is requesting comments on this sketch plan. Any comments given by the City Council are advisory in nature and non-binding. While the comments are non-binding, the applicant will consider the comments from the City Council when they prepare their formal submittal. Attachments a.Aerial Location Map b.2040 Park & Trail Map c.Memo from City Engineer dated February 8, 2018 d.Memo from Public Safety dated February 13, 2018 e.Applicant’s Narrative dated February 1, 2018 f.Site Graphics dated February 1, 2018 Presentation from Councilmember Bottema is attached to this report. He nn e pin Cou n ty P roperty Ma p Da te : 2/6 /2 01 8 Com men ts: 1 inc h = 8 00 fee t PAR C EL ID: 25 119 23 24 000 5 OWN ER N AME : Ire ne M Van ce Liv ing Trus t PAR C EL AD DR E SS: 5 2 A ddr es s U na ss ign ed , C or c ora n MN 0 00 00 PAR C EL AR EA: 27 .41 a cr es , 1 ,1 93 ,9 77 s q ft A-T-B: Ab stra ct SAL E PR ICE: SAL E D ATA: SAL E C OD E: ASSESS ED 2 016 , PAYABLE 201 7 PR OPERT Y TYPE: Fa rm H OM ESTEAD : N on -H ome ste ad M AR KET VA L UE: $93 ,200 TAX TO TAL: $1 ,3 28 .4 4 ASSESS ED 2 017 , PAYABLE 201 8 PRO PER TY TYPE : Fa rm HO MESTEAD: No n-h ome s te ad MARKE T VALU E: $9 0,40 0 This dat a (i) is fur nished 'A S IS' wi th no repres ent at ion as to com ple ten es s or acc ura cy; (ii) is furnis he d w ith no war rant y of an y k ind; an d (i ii) is not su itab le for lega l, engi neering or s urv ey ing purpo ses. Hen nepin C ounty s hall not be liable f or a ny dam age, in jury o r los s r esu lting f rom this dat a. CO PYRIG HT © HEN N EPIN CO UN TY 2 0 18 City of Greenfield City of Maple Grove City of Medina City of Rogers % Trailhead MorinLake ScottLake JubertLake CookLake 456710 456750 456719 456730 County Road 116 D St Oakdale Dr J e f f r e y L n Abilene L n Tra i l L n HuntersRdg County Road 30 Heather L n Pioneer Trl Trail Haven Rd County Road 10 Horseshoe Trl Robert Ln C o u n t y R o a d 5 0 Larsen Rd Willow Dr Hunter R d County Road 19 Homestead Trl Maple Hill Rd Cain Rd Rolling Hills Rd Country Rd Mohawk Dr ElmSt Larkin Rd Foxline Dr Strehler Rd C a i n Pl 6 5 t h Pl N Dassel Ln Old Se t t l er s Rd Stieg Rd Bechtold Rd Kalk Rd S c h u t t e R d Meister Rd M y s t i q u e Dr H a g e Dr 93rd Ave N Schutte P l S u n n y H illL n B r a n d y w i n e Rd Chisholm T r l Tessmer Rd HighBluffLn Winchester Trl JubertLn R u s h Creek RushCreek Count y D i t c h N u m b erSixteen Cou ntyDitch N u mberThree SouthFor k R u s h C r e e k T NP NP NP NP NP NP NP NP ASA ASA ASA ASA ASA OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP OSP 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: L:\2294\100\2040CompPlan\Parks and Trails Map.mxdDate: 2/1/2018 Time: 6:37:19 AM User: shujc0243 Map 5-1Parks and Trails Plan Existing Parks and Trails Regional Trail Existing On Road Trail Community Park Trailhead Private Park/Open Space Proposed Parks and Trails Proposed On Road Trail Proposed Off Road Trail Proposed Off Road Trail outside 2040 Development Area Proposed Horseback Trail Trail Search Area Neighborhood Park Community Park Greenway Corridor Municipal Boundaries 2040 MUSA Parcel Boundaries Streams Lake/Open Water Wetlands T NP Draft Engineer’s Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com - To: Kevin Mattson, PE, Public Works Director From: Kent Torve, P.E. Date: February 9, 2018 Subject: Maple Hill Apartment Concept Plan 0.0 Setting The proposed development consists of an apartment building at the NW quadrant of Maple Hill Road and CR 10. This is just west of Bass Lake Crossings. 1.0 Access The site will gain access from Maple Hill Road creating the following need: Reconstruct Maple Hill Road from CR 10 to the north property limits Realign Maple Hill Road for right angle connection at CR 10, which is consistent with the long-term transportation plan County may also require turn lanes at the realigned intersection and typical County dedication is 60-foot half ROW. Dedicate sufficient ROW for the realignment of Larkin Road with Maple Hill Road at CR 10 which creates the footprint for a future four-way intersection. 2.0 Water and Sewer Water and Sewer will be extended to the east side of Maple Hill Road with the Bass Lake Crossings (2nd Addition). Sewer Currently there an unknown schedule for the 2nd Addition for Bass Lake Crossings o Immediate options ahead of 2nd Addition, could include a small temporary lift station and forcemain to the north (existing trunk line north of church) or east into 1st Addition of Bass Lake Crossings. Easements would need to be acquired. Open cut of Maple Hill Road will be allowed during reconstruction by the City to connect to sewer and water (which lowers the costs compared to jacking/boring) Water Twelve-inch trunk will be extended through the site to the west, water supply is adequate, pressure will be reviewed for a multi-story building. 3.0 Stormwater A review of aerials shows that stormwater will be discharged two ways: Northeast via an existing drainage pathway under Maple Hill road into Bass Lake Crossings 2nd Addition which flows north across the Chastek property north of Cook Lake. A portion of the northwest is wetland, and this appears to drain under CR 10 to the southwest. Drainage patterns should be maintained. It should be noted that developments that discharge stormwater to an adjacent property may require offsite improvements to manage the additional volume. This has occurred recently for Bass Lake Crossings and Ravinia. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us Memo To: Planning (Planner Lindahl) From: Director Gottschalk Date: February 13, 2018 Re: Maple Hill Apartments Plan Review A Public Safety plan review meeting for the proposed Maple Hill Apartments was held on 02/13/2018. In attendance were: Director of Public Safety Gottschalk, Lieutenant Ryan Burns, Fire Chief Feist, and Code Compliance Official Pritchard. The following are comments from the meeting: 1. The structure will require a paved 9-ton roadway around it for fire access. 2. The Fire Chief will need to approve hydrant and sprinkler room placement. 3. The underground parking design presents significant issues. Underground parking will require two entrance/exit locations and standpipes with an improved ventilation system. 4. Additional requirements will be required once more details are learned. This memo serves as a concept review and assumes that all specifications not articulated in the concept meet City standards. Additional fire and building codes will apply. February 1, 2018 City of Corcoran 8200 County Road 116 Corcoran, :MN 55340 RE: Maple Hill Apartments -Sketch PUD Application Narrative To Whom It May Concern: MWF Properties 7645 Lyndale Avenue South Minneapolis, MN 55423 TEL 612.243.4636 FAX 612.243.4660 MWFPROPERT IES .CO M MWF properties Let this letter serve as the narrative to MWF Properties' proposed project, Maple Hill Apartments, for the PUD Sketch Plan Application. Please note that on November 8, 2017, Ryan Schwickert of MWF Properties met with Brad Martens, Kendra Lindahl, and Mayor Ron Thomas from the City in what would qualify as the Pre-A pplication Conference necessary for this application. A lot of the information that was discussed at that meeting has been incorporated into this proposal. After discussing the need for workforce housing in Corcoran, it was decided that an optimal location would be somewhere in the SE District. We fir st discussed a high-density residential project along Highway 116, but later decided that area would be better suited for retail/ commercial products. With the Senior developing going in to the east of our site, which would bring utilities there, it was decided the NW corner of Maple Hill Rd and Highway 10 would be an optimal spot for high density, workforce housing. Project Overview/ Concept *Proposed Use: Workforce, Multifamily Housing. *U nit Mix: 78 units (one-bedroom, two-bedroom, and three-bedroom mix); 1-2 bathrooms /unit. *Building Design: 3-story apartment building over one story of underground parking. Pitched roof, combination of brick, hardie board, and vinyl siding on exterior. Magic Pack HV AC units. *Site: The entire 27 acres of land is under contract, but our project would look to parcel off the, roughly, 7.85-acre triangle shown on the NW corner of Maple Hill Rd and Highway 10 . *Site Amenities: Tot-lot, community room, fitness room, manager on-site, 24-hour maintenance, secure entry, underground parking (at least one per unit), package room. *Unit Amenities: Washer/Dryer in each unit, dishwasher, microwave, LVT / carpet flooring, central heating/ air-conditioning. *Parking: 165 stall s (85 underground, 80 surface). *The City of Corcoran is at the verge of expansion, with urban sprawl making its way west. Workforce Housing is necessary given the current demand and will be more important with future expansion, along with multifamily housing in general. This project will be at the forefront of this expansion and will be a nice early development for the SE District as it begins to take shape. Covenants and Restrictions on Project *Units will be set aside for house holds making less than 60% of the Area Median Income, adjusted for household size. For a famil y of four people, this would equate to $54,42 0 . MWF Properties• 7645 Lyndale Avenue South• Minneapolis, MN 55423 • TEL 612.243.4607 • FAX 612.243.4660 *Rents (including utilities) will not be allowed to exceed 30% of 60% of the Area Median Income. This equates to $1,017, $1,221, and $1,410 for one, two, and three-bedroom units, respectively. We do not anticipate our rents to be near these levels when we open, though. We will set rents at whatever the market can support. *Tenants must demonstrate they income sufficient to pay rent and will be subject to background checks at application. *Unit rents will remain restricted for 30 years. *MWF intends to be long-term owners of the project. Must own project for at least 15 years. *V elair Property Management, a related entity of MWF Properties, will manage and maintain the property. Land Use/Comprehensive Plan Conformity *This parcel is currently zoned RSF-3. It would be our intention to rezone this parcel to the RMF-2 Zoning District, since 1040.065, Subd.1 of the City Ordinance states that RMF-2 zoning districts are guided Mixed Residential in the 2030 Comp Plan, which is what our site is guided. We have decided a PUD is more applicable. *This parcel is currently guided as Mixed Residential on the 2030 Future Land Use Plan. This would allow for 8-10 units per acre. It is our intention to apply for a PUD, but still keep the product and density consistent with the Future Land Use Plan. The SE District Plan also shows this site guided for Mixed Residential (although I'm aware this may change with your SE District Plan Update). MWF is willing to incorporate some of the land on the south side of Highway 10 into our density calculation, if need be. *Project design will work to try and incorporate many of the Design Requirements as listed in 1040.060, Subd 9. Benefits to City/ County *MWF Properties would consider donating around one acre on the western portion of the site to the City for park space. *MWF Properties would consider donating a portion of the southern part of the site, near the intersection of Maple Hill Rd and Highway 10, to the City to aid in the reconstruction of the Highway 10 /Maple Hill Rd interchange. *MWF Properties would be open to granting a 60' Right-of-Way Easement to the County along Highway 10 for future expansion and improvements. *Increased tax base (land is currently classified as Agriculture). *Increase housing stock to promote growth and spending in the local economy. * Anticipate project will act as a catalyst for future development, specifically in the SE District. Extent of Modifications to land within the Overlay Districts (Section 1050) Map identifying potential wetlands is included in Exhibit SC. MWF will conduct a Wetland Delineation Study to confirm locations of wetlands. MWF will not take away wetlands with this project. MWF will take into consideration the applicable setbacks and requirements stated in Section 1050 of the City Ordinance. MWF Properties• 7645 Lynd ale Avenu e South• Minneapolis, MN 55423 • TEL 612.243.4607 • FAX 612 .243.4660 Questions for City Council: The following are items we would like to discuss at the City Council meeting: 1) Project Concept -It is our goal to work with the City on submitting a proposal that best meets the City's needs. Please let us know if there is any feedback that can improve this proposal. 2) Entitlement Process -After discussing with Staff, it was decided that a PUD application was the best route because it gives the City the best opportunity to review the project in its entirety. Please let us know if you agree. 3) Comp Plan Conformity-We understand that the City's Comp Plan Amendment has not been finalized and would like to maintain the current guidance in the revised Comp Plan. 4) Local Contribution -Workforce Housing developments typically require us to leverage local funds to make the development viable. We will apply to the Hennepin County RFP for some financing to help reduce or remove entirely the amount of contribution we may need from the City. Common, local participation we have seen includes Tax Increment Financing, Fee Waivers, or Loans. At this point we are not sure how much, if any, local participation would be necessary for this project, but we'd like to start the conversation. MWF Properties appreciates your time in consideration of our project. Sincerely, ? ~~~- Ryan Schwickert MWF Properties, LLC 612-243-4637 ryanschwickert@mw £properties. com 2018 Miller Hanson PartnersC I H E R E B Y C E R T I F Y T H A T T H I S P L A N S P E C I F I C A T I O N O R RE P O R T W A S P R E P A R E D U N D E R M Y D I R E C T SU P E R V I S I O N A N D T H A T I A M A R E G I S T E R E D A R C H I T E C T UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A NA M E : KE N T S I M O N DA T E : FE B R U A R Y 1 , 2 0 1 8 N O . 16 3 9 0 Presentation from Councilmember Bottema Workforce housing Workforce housing is taxed differently A core value of Corcoran is that everyone is treated equally. We all live here, we all pay taxes one the same level. This housing will not pay the same rate as everyone else. Subsidized vs Unsubsidized tax The "ask" will continue Part of the strategy will be to continuously ask for waivers and fee reductions from Corcoran. The more we as a city give, the more a builder will receive in tax credits. They cannot control the renters, despite what we have been told This is a ruling from 2016. . . No doubt there will be little we can do to ensure or monitor anyone who lives here despite their claims to the contrary. We don’t have a workforce problem The census bureau doesn’t even bother to give business employment figures for our town. IE, we really don’t have a lot of need for workforce housing. We have 4 jobs currently available. Maple Grove has 1085. We do not need to subsidize other towns businesses by housing their workers for a discounted rate. Maybe they should pay their workers more so they can afford to live in the town where the jobs are located. We don’t have a workforce problem 50% of our housing is already affordable Impacts?? Impacts Almost every study is URBAN - not rural. Most study's headlines look like this one The fine print and details show that these types of subsidized housing have negative impacts. 1.rural 2. large scale 3. built by for profit companies. In those cases, the impact to crime, and property values is negative! Other cities are suing to get out of subsidized housing Other Causes STAFF REPORT Agenda Item. 10a. Council Meeting: February 22, 2018 Prepared By: Brad Martens, Kevin Mattson, Pat Meister, Matt Gottschalk Topic: 2018-2019 Capital Improvement Plan Action Required: Approval Summary: On even years the City has traditionally approved a two year Capital Improvement Plan (CIP). The CIP is generally for purchases of equipment that is over $5,000 in cost and lasts at least five years. Funding for the CIP comes from a mixture of general levy funds and bond sales. Prior to 2015, only bond funds were used, since 2015 the City has increased the general levy by $25,000 per year with the goal of no longer using bond sales for most CIP purchases. On January 25th the City Council reviewed a draft plan and approved the purchase of two items due to timing related to the squad for the new Canine position and the significant order timeline for the single axle dump truck. The Council should now consider the remaining purchases as outlined below. A major adjustment is that the City Hall roof project has been removed from the 2018-2019 CIP as we believe it can be pushed to 2020. Administration - 2018 City Hall Carpet: $25,000 o Carpet in City Hall is original from 1994; no formal quote has been received, the anticipated cost is based upon square footage estimates; carpet would be replaced in concert with any office improvements City Hall Office Improvements: $100,000 o Staff is currently working with an architect to recommend improvements to City Hall to accommodate staffing and to increase efficiency; nor formal quotes have been received as recommendations are not final IT Transition: $35,000 o City will migrate from on-premises hardware to a cloud data center. Desktop updates include Windows 10 operating systems with virtualized user experience; this allows for a more secure infrastructure, improved user experience, robust disaster recovery process with business continuity, and allows for a consistent budgeting process City Website Update: $25,000 o Website update to provide better communications to residents. New website product allow list-servs and automatic emails to individuals who want to receive information. Staff has received quotes from firms and will be working with them to create a proposal for the website update. Police - 2018 Squad – SUV Ford Explorer: $43,500 o Purchased on State Contract; no trade in as this squad will replace the squad being transitioned to the Detective position Replacement AED’s: $15,000 o The City’s Automated External Defibrillators (AED’s) were purchased in 2003 and are due for replacement. After speaking with the vendor, they were willing to reduce our price from the $1,895 MSRP down to $1,095 a piece resulting in a significant savings from the anticipated costs. Thirteen AED’s will be purchase along with two emergency access cabinets. Support/Protection Equipment: $17,100 o This will include the annual replacement of two portable 800 mhz radios and two additional mobile radios for the Canine and Detective squads. Department Weapon Safe: $3,500 o The Police Department needs to purchase a safe for the secure storage of the department owned duty weapons. Police - 2019 Squad – SUV Ford Explorer: $43,500 o Purchased on State Contract; no trade in as this squad will replace the Durango used for code enforcement; anticipated revenue from selling the Durango is $3,000 Support/Protection Equipment: $10,000 o Replacement of two mobile radios. Public Works - 2018 Hydroseeder: $17,000 o The City obtained two quotes on this new equipment purchase. Immediate and effective site restoration has become a high priority for all maintenance and construction related activities (MS4 Stormwater Permit). This equipment will assist staff by efficiently providing rapid soil stabilization and reduce the amount of return trips to the project site. Vac Trailer: $70,000 o The City obtained two quotes on this new equipment purchase. It will be useful in many applications including subsurface utility location (potholing), culvert/ditch maintenance, utility manhole maintenance, and water supply. Public Works - 2019 Front-end Loader: $172,000 ($228,000 - $56,000 resale) o Purchased on State Contract; replaces 2004 front end loader. Staff has provided a Vehicle Condition Index (VCI) for the existing loader which received a rating of 27.5. Under our equipment replacement standards, a score of 27.5 borders Condition 3 – Meets Replacement Criteria and Condition 4 – Needs Immediate Consideration. If approved staff would next proceed with bond sales to support the purchases. Financial/Budget: The attached draft 2018-2019 Capital Improvement Plan shows sources and uses of funds. The proposed amount to be funded by bonds is $583,921. The approved Financial Management Plan anticipated bonding for $559,329. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Options: 1. Approve the 2018-2019 Capital Improvement Plan as presented and authorize staff to purchase items outlined for 2018. 2. Send back to staff for further review. Recommendation: Approve the 2018-2019 Capital Improvement Plan as presented and authorize staff to purchase items outlined for 2018. Council Action: Consider a motion to approve the 2018-2019 Capital Improvement Plan as presented and authorize staff to purchase items outlined for 2018. Attachments: 1. Draft 2018-2019 Capital Improvement Plan 2. Hydro Seeder Quote 3. Vac Trailer Quote 4. Front End Loader Quote 5. Vehicle Condition Index – Front End Loader Department Item Cost Re-sale Total Proposed Notes Administration City Hall carpet $25,000 $0 $25,000 Installed in 1994 City Hall office improvements $100,000 $0 $100,000 Accommodate additional staff IT Transition $35,000 $0 $35,000 Move to annual cloud with annual subscriptions City website update $25,000 $0 $25,000 New website Police Squad - SUV Ford Explorer $43,500 $0 $43,500 New for Canine position (already approvedd) Squad - SUV Ford Explorer $43,500 $0 $43,500 Replace squad transitioned to Detective position Replacement AED's $15,000 $0 $15,000 Reached life expectency Support/protection equipment $17,100 $0 $17,100 Radios Safe for Department $3,500 $0 $3,500 New weapons safe Public Works Single Axle Dump Truck $218,761 $0 $218,761 New Equipment (already approved) Hydroseeder $17,000 $0 $17,000 New Equipment Vac Trailer $70,000 $0 $70,000 New equipment Sub-total $613,361 Department Item Cost Re-sale Total Notes Police Squad - SUV Ford Explorer $43,500 $3,000 $40,500 Re-purpose squad for code enforcement; auction Durango Support/protection equipment $10,000 $0 $10,000 Radios Public Works Front end loader $228,000 $56,000 $172,000 Replace 2004 front end loader Sub-total $222,500 Total $835,861 Fund Balance $26,940 Cash $100,000 Bond Revenue $486,421 Subtotal $613,361 Fund Balance $0 Cash $125,000 Bond Revenue $97,500 Subtotal $222,500 Total $835,861 Total Bond Rev.$583,921 2018 2019 2018 2019 2018 - 2019 Capital Improvement Plan Expenditures 2018 - 2019 Capital Improvement Plan Revenue REV. 12/07 Turfmaker Corp Date:1/3/2018 4931 Grisham Drive - Rowlett, Texas 75088 (800) 527 - 2304 or (972) 463 - 2575 Office (972) 463 - 2576 Fax - www.turfmaker.com Bill To:Ship To: City of Corcoran Same 8200 CR 116 Corcoran, MN 55340 Attention: Pat Meister Attention: Qty TM Part #Price Each Total 1 $17,490.00 $17,490.00 1 $1,400.00 $1,400.00 1 $1,597.00 $1,597.00 1 -$4,212.00 -$4,212.00 Shipping Cost $725.00 Payment Terms Sub Total Net 30 COD C/C Type N Tax Grand Total $17,000.00 BALANCE OWED $17,000.00 Name & Address of Card Holder DLM Manual storage reel w/125' collap hose & 3 nozzles Description of Item / Part Turfmaker 550 Skid w/19 HP Kohler Gas Engine Hardened case pump w/steel gears Clear Water Flush System w/Aux hose kit Customer PO NumberSales Quote SIGNATURE: Date Signed: Engine Serial Number Machine Serial Number Shipping Date Taxable Sale Mechanical belt drive on pump and agitator Sidewinder gun with 3 nozzles Winter promotion good for 45 days Sales Rep. Truck $17,000.00 3 weeks after ordered Shipping Method Expiration Date Credit Card Number Fa c t o r Sc o r e N o t e s Ag e 16 Be g a n s e r v i c e i n 2 0 0 4 Mi l e s / H o u r s 2. 5 1, 1 9 3 h o u r s a s o f 0 2 / 1 2 / 2 0 1 8 ; p r o j e c t e d h o u r s o f 1 2 5 0 in 2 0 1 9 (2. 5 ) Ty p e o f S e r v i c e ( 1 - 5 ) 3 Th i s i s t h e o n l y l o a d e r o f t h i s s i z e i n o u r e q u i p m e n t fl e e t . T h e n e x t c l o s e s t i s a b o b c a t a p p r o x i m a t e l y 1 / 3 th e m a t e r i a l h a n d l i n g s i z e . Re l i a b i l i t y ( 1 - 5 ) 2 Li t t l e d o w n t i m e d u e t o t h e u p k e e p a n d m a i n t e n a n c e pr o g r a m ; 2 d a y s p e r y e a r o f d o w n t i m e M& R C o s t s ( 1 - 5 ) 1 Re p a i r c o s t i s 2 0 % o r l e s s o f o r i g i n a l c o s t o f $ 1 3 0 , 0 0 0 Co n d i t i o n ( 1 - 5 ) 2 Lo a d e r i s e x p o s e d t o s a l t w h i l e l o a d i n g t r u c k s a n d dr i v i n g o n s a l t e d r o a d s ; s h o w i n g s o m e r u s t o n b o d y du e t o a g e ; a d d i t i o n a l r e p a i r s a r e u n k n o w n a n d a r e an t i c i pat e d t o i n c r e a s e Co s t P e r M i l e ( 1 - 3 ) 1 Lo w a v e r a g e c o s t p e r h o u r f o r r e p a i r s d u e t o eq u i p m e n t m a i n t e n a n c e p r o g r a m To t a l P o i n t s 27 . 5 Me e t s r e p l a c e m e n t c r i t e r i a / n e e d s i m m e d i a t e co n s i d e r a t i o n Po i n t R a n ges Un d e r 1 9 poi n t s Co n d i t i o n 1 E x c e l l e n t 20 t o 2 3 poi n t s Co n d i t i o n 2 G o o d 24 t o 2 7 p o i n t s C o n d i t i o n 3 M e e t s r e p l a c e m e n t c r i t e r i a 28 p o i n t s a n d a b o v e C o n d i t i o n 4 N e e d s i m m e d i a t e c o n s i d e r a t i o n No t e s : Do w n t i m e re f e r s to an y ti m e th e ve h i c l e is no t av a i l a b l e to be us e d fo r it s in t e n d e d pu r p o s e . Fr e q u e n c y of us e re f e r s to th e av e r a g e us e th e ve h i c l e ha s re c e i v e d ov e r th e la s t th r e e ye a r s Ma i n t e n a n c e an d Re p a i r (M & R) re f e r s to al l ma i n t e n a n c e an d re p a i r s le s s in s u r a n c e cl a i m s . PW ti m e is in c l u d e d as a co s t . Co s t pe r mi l e is th e to t a l M & R di v i d e d by th e mi l e s / h o u r s on th e ve h i c l e . Po i n t s a r e a s s i g n e d a s 1 , 2 , 3 , 4 o r 5 d e p e n d i n g o n t h e f r e q u e n c y o f re p a i r / d o w n t i m e . A 5 w o u l d b e a s s i g n e d t o a v e h i c l e t h a t h a s 4 . 0 t o 5. 0 % d o w n t i m e o r m o r e ; 4 f o r 3 . 0 t o 4 . 0 % d o w n t i m e ; 3 f o r 2 . 0 t o 3. 0 % d o w n t i m e , 2 f o r 1 . 0 t o 2 . 0 % d o w n t i m e ; a n d 1 p o i n t w o u l d b e as s i g n e d f o r v e h i c l e s w i t h l e s s t h a n 1 % d o w n t i m e . 1 t o 5 p o i n t s a r e a s s i g n e d b a s e d o n t o t a l l i f e M & R c o s t s e q u a l t o o r gr e a t e r t h a n t h e v e h i c l e ’ s o r i g i n a l p u r c h a s e p r i c e , w h i l e a 1 i s g i v e n to a v e h i c l e w i t h l i f e M & R c o s t s e q u a l t o 2 0 % o r l e s s o f i t s o r i g i n a l pur c h a s e c o s t . Th i s c a t e g o r y t a k e s i n t o c o n s i d e r a t i o n b o d y c o n d i t i o n , r u s t , i n t e r i o r co n d i t i o n , a c c i d e n t h i s t o r y , a n t i c i p a t e d r e p a i r s , e t c . A s c a l e o f 1 t o 5 po i n t s i s u s e d w i t h 5 b e i n g p o o r c o n d i t i o n . Po i n t s a r e a s s i g n e d a s 1 , 2 , o r 3 d e p e n d i n g o n t h e c o s t p e r m i l e re l a t i v e t o c l a s s . A 3 w o u l d b e a s s i g n e d t o a v e h i c l e w i t h c o s t s p e r mi l e h i g h e r t h a n a v e r a g e f o r t h e c l a s s ; 2 a s s i g n e d t o a v e h i c l e w i t h co s t s p e r m i l e a v e r a g e f o r t h e c l a s s ; 1 a s s i g n e d t o a v e h i c l e w i t h co s t s p e r m i l e l o w e r t h a n a v e r a g e f o r t h e c l a s s Ve h i c l e Co n d i t i o n In d e x 20 0 4 Ca s e 62 1 D Lo a d e r Po i n t s On e p o i n t f o r e a c h y e a r o f c h r o n o l o g i c a l a g e , b a s e d u p o n i n - s e r v i c e da t e . On e p o i n t f o r e a c h 1 0 , 0 0 0 m i l e s o f u s e / 5 0 0 h r s . o f u s e . 1, 3 , o r 5 p o i n t s a r e a s s i g n e d b a s e d o n t h e t y p e o f s e r v i c e t h a t ve h i c l e r e c e i v e s . F o r i n s t a n c e , a p o l i c e p a t r o l c a r w o u l d b e g i v e n a 5 b e c a u s e i t i s i n s e v e r e d u t y s e r v i c e . I n c o n t r a s t , a n a d m i n i s t r a t i v e se d a n w o u l d b e giv e n a 1 . STAFF REPORT Agenda Item 10b. Council Meeting: February, 22, 2018 Prepared By: Director Matt Gottschalk Topic: Council Table Top Emergency Management Exercise Action Required: Select a date and time for the exercise. Summary: The City Council has a few critical roles in the City’s emergency management plan specifically relating to financial decisions and declaring a state of emergency. It is important for the Council to understand its role in an emergency management situation and understand the process that is taking place around them. At the June 22, 2017 Council meeting the Council directed staff to move forward with planning an Emergency Management Tabletop Exercise in the first quarter of 2018. Staff has identified partners to participate in the administration of the exercise and would like to finalize a date to execute it. Staff recommends at least 2 hours for the exercise and suggests holding it directly before a Council meeting (5pm to 7pm). Staff suggests planning the exercise for one of the following dates: April 12, 2018, April 26, 2018, or May 10, 2018. Financial/Budget: Staff time will be necessary to plan and deliver the exercise and negligible supply costs are anticipated for its delivery. Alignment with Values: This item relates to the following adopted values: EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost-effective, and friendly manner. FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. PROFESSIONALISM We believe that continuous improvement is the mark of professionalism and are committed to applying this principle to the services we offer and the development of our employees. Staff Report—February 22, 2018 Council Meeting Prepared by Director Gottschalk Page 2 Options: 1. Direct staff to schedule the emergency management exercise on the Council selected date and time. 2. Provide staff with other direction. Recommendation: 1. Direct staff to schedule the emergency management exercise on the Council selected date and time. Council Action: 1. Direct staff to schedule the emergency management exercise on the Council selected date and time. Attachments: None STAFF REPORT Agenda Item 11a. Council Meeting: February 22, 2018 Prepared By: Brad Martens, Pat Meister Topic: Equipment Purchase – Bobcat Loaders Action Required: Approval Summary: The Public Works Department fleet includes two skid loaders: Skid loader with tracks: This is known as the “work horse” skid loader used for heavy duty items such as loading trucks, heavy lifting, and ditching, etc.; a slow moving, heavy piece of equipment for non-delicate work. Skid loader without tracks: This is a more nimble, smaller piece of equipment used for various smaller tasks such as asphalt patching, intersection sweeping, moving things around as needed; a fast moving, lighter piece of equipment for quick or delicate work. Prior to 2013 the Public Works Department had two front end loaders and one skid loader. A change was made to eliminate one of the more expensive front end loaders and add a less expensive skid loader with tracks, capable of doing the work needed for the department the additional front end loader provided. In 2014 the City Council approved a plan to update the skid loaders annually, which is less expensive than replacing them later on in the life cycle. The City budgets $4,000 ($2,000 each) to continue and replace the skid loaders annually. It is requested that the Council approves the purchase of the Bobcat Loaders. Financial/Budget: The cost for the purchase for both pieces of equipment is $2,000.00 (quotes attached to this report based upon state contract pricing). In 2014 a report showed that retaining the Bobcat for five years would result in a cost of $16,600 to replace or $2,800 annually (per Bobcat). Costs to be paid by Landscape/Ditching and Maintenance Project funds. 1. Replace annually: Average annual cost is approximately $2,000 a. Annual cost of $2,000 for upgrading b. No maintenance cost other than oil change due to warranty 2. Retain for five years: $16,600 or $2,800 annually a. Upgrade cost after five years estimated at $10,000 i. This estimate is very conservative, cost could reach $15,000 b. Requires replacement tires/cutting edge at year two/three estimated at $2,000 c. Annual maintenance after year one estimated at $650 a year i. Filters alone cost $500 annually Alignment with Values: This item relates to the following adopted values: Page 2 FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. Options: 1. Approve the purchase and trade of the Bobcat Loaders as recommended. 2. Decline to approve the purchase and trade of the Bobcat Loaders. Recommendation: Approve the purchase and trade of the Bobcat Loaders as recommended. Council Action: Consider a motion to approve the purchase and trade of the Bobcat Loaders as recommended. Attachments: 1. Quote – T770 T4 Bobcat Compact Track Loader 2. Quote – S595 T4 Bobcat Skid-Steer Loader STAFF REPORT Agenda Item 11b. Council Meeting: February 22, 2018 Prepared By: Brad Martens Topic: Parks and Trails Commission Appointments Action Required: Appointment Summary: On February 28, 2018 the terms for Parks and Trails Commission members Val Nybo and Judy Strehler are set to expire. Applications have been received from Ms. Nybo and Ms. Strehler for consideration of re-appointment and are attached to this report. Financial/Budget: Commission members serve without compensation. Alignment with Values: This item relates to the following adopted values: EQUAL OPPORTUNITY We believe that every employee and citizen should be afforded an equal opportunity to participate in all aspects of employment, citizenship, and governance in the City of Corcoran based exclusively on their ability to contribute. Options: 1. Re-appoint Val Nybo and Judy Strehler to the Parks and Trails Commission for a term of March 1, 2017 – February 28, 2021. 2. Decline to re-appoint members to the Parks and Trails Commission. Recommendation: Re-appoint Val Nybo and Judy Strehler to the Parks and Trails Commission for a term of March 1, 2017 – February 28, 2021. Council Action: Consider a motion to re-appoint Val Nybo and Judy Strehler to the Parks and Trails Commission for a term of March 1, 2017 – February 28, 2021. Attachments: 1. Parks and Trails Commission Application – Val Nybo 2. Parks and Trails Commission Application – Judy Strehler STAFF REPORT Agenda Item 11c. Council Meeting: February 22, 2018 Prepared By: Brad Martens Topic: Planning Commission Appointment Action Required: Appointment Summary: On February 28, 2017 the term for Planning Commission members Meredith Wu and Jennifer Russel are set to expire. Applications have been received from Ms. Russell and Ms. Wu for consideration of re-appointment. Financial/Budget: Commission members serve without compensation. Alignment with Values: This item relates to the following adopted values: EQUAL OPPORTUNITY We believe that every employee and citizen should be afforded an equal opportunity to participate in all aspects of employment, citizenship, and governance in the City of Corcoran based exclusively on their ability to contribute. Options: 1. Re-appoint Jennifer Russell and Meredith Wu to the Planning Commission for a term of March 1, 2018 – February 28, 2021. 2. Decline to re-appoint Jennifer Russell and Meredith Wu to the Planning Commission. Recommendation: Re-appoint Jennifer Russell and Meredith Wu to the Planning Commission for a term of March 1, 2018 – February 28, 2021. Council Action: Consider a motion to re-appoint Jennifer Russell and Meredith Wu to the Planning Commission for a term of March 1, 2018 – February 28, 2021. Attachments: 1. Planning Commission Application – Jennifer Russell 2. Planning Commission Application – Meredith Wu City of Corcoran 2018 City Council Schedule Agenda Item 12. March 8, 2018 Years of Service Recognition – Brandon Heinz (15 Years) Allocating donation funds to Country Daze (requested by Chad in August 2017) State Aid Project Options Ordinance Updates – Nuisance Language Vision Setting Work Session Recap Change Order #1 – Downtown Utility and Street Improvement Project Resolution in Support of Local Control Closed Session: Purchase Agreement – 20400 County Road 50 March 22, 2018 Planning Project Update ESCI Report (Fire study) April 12, 2018 (Open Book meeting held in advance of Council meeting) Financial Performance Report Discussion on Compensation for Commissioners April 26, 2018 Planning Project Update Code Compliance Quarterly Report Approval Process and Financial Guarantee for Land Use Proposals Authorize update to Town Center plan Approve Comprehensive Plan for Distribution Rush Creek Run Preliminary Plat May 10, 2018 May 24, 2018 Planning Project Update Options to adjust ordinances to protect trees/natural areas Commercial Kennel Amendment Small Cell Tower and DAC Telecommunications Ordinance