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7.3. SR 10-21-2019City of Elk az — River Request for Action To Item Number Mayor and City Council 7.3 Agenda Section Meeting Date Prepared by Public Hearinj October 21, 2019 Zack Carlton, Planning Manager Item Description Reviewed by Tall Pine Holdings, LLC: 75-656-0115 Chris Leeseber , Senior Planner Reviewed by ■ Zone change from Business Park (BP) to Planned Unit Development (PUD) Cal Portner, City Administrator ■ Conditional Use Permit (CUP) for Planned Unit Development (PUD) ■ Easement Vacation Action Requested Adopt, by motion, a zone change ordinance from Business Park to Planned Unit Development, with the following condition: 1. A PUD Agreement must be approved by the City Council prior to recording the Zone Change. Approve, by motion, a Conditional Use Permit establishing a residential Planned Unit Development, with the following conditions: 1. A PUD Agreement shall be developed and signed by both parties prior to issuance of a building permit. 2. A grading permit from Sherburne County is required for work adjacent the CSAH 12. 3. Submit plan profile sheets and connection details for sewer and water system additions. 4. A city rental license is required for all units operated as a rental unit. 5. Complete a tree inventory with the applicant to verify landscaping requirements have been met. Adopt, by motion, a resolution vacating a portion of the drainage and utility easement on the property. Background/Discussion Case Nos. ZC 19-03, CU 19-13, & EV 19-04 Hwy..,10 The applicant, Acuity Group with Tall Pine Holdings, LLC, is proposing to develop a 1.78 acre parcel along 183Td Circle, which accesses Line Ave., and abuts 1815` Ave NW (CSAH 12) with eight dwelling units in four duplex buildings. The homes are proposed as luxury one -level townhome rentals. The property is currently zoned Business Park (BP), and a zone change to support the proposed Planned Unit Development is required. The Elk River Vision A avelcoming community avith revolutionary and spirited resourcefulness, exceptional p Q w E H E U 0 T service, and community engagement that encourages and inspires prosperity ,� g /� Comprehensive Plan The Comprehensive Plan guides this area as Mixed Use which allows a mixture of housing, jobs and/or retail services uses within close proximity to each other. The area also provides another setting for high density residential land uses. The proposed use and rezoning to a residential PUD is supported by the Comprehensive Plan and is similar to surrounding land uses. Site Plan The site lays out with a single driveway entrance on 183rd Ave. NW leading to a central parking/drive area with all four duplex buildings facing the center of the parking area. The parking/drive area will be privately owned and maintained. Townhome standards require one-half guest parking space per unit in an off-street parking lot or private drive. The site plan identifies 12 off-street parking stalls on the site, which satisfies the ordinance standards. Each home also has a two -stall garage. A drainage pond is located on the southeast corner of the site in an existing drainage and utility easement. Previous approvals indicate the easement was set aside for stormwater management and will continue to function in the proposed reduced easement. The stormwater pond functions as a dry infiltration pond, doesn't hold water, and does not trigger the 45 foot setback and buffer requirements. Engineering and Utilities The property is graded to direct runoff to the perimeter of the site which is then directed to swales and ultimately to the stormwater pond. All homes will be served by city sewer and water. Landscaping City ordinances require 33 trees to be planted on the property. The property has numerous mature trees on the site today. Once the construction limits have been finalized, staff will review the site with the applicant to calculate the number of trees, if any, that must be planted to meet city ordinance. Applicable Regulations Zone Change In reviewing a proposed amendment, consideration shall be given to existing conditions within the area directly and indirectly affected by the proposal, the conservation of property values, the use to which the property affected is being devoted at the time, and relevant provisions, if any, in the land use plan. The proposed use complies with the guidance provided in the land use plan. Conditional Use Permit/PUD The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 1. mill not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience orgeneral welfare of the neighborhood or the city. The residential use will not detrimentally affect the use and enjoyment of adjacent properties. However, the residents of the future townhomes may be impacted by the existing business and residential uses in the area. N:\Public Bodies\Agenda Packets\10-21-2019\Final\7.3 sr Tall Pine Holdings LLC.docx 2. mill be consistent with the Comprehensive Plan. The property is guided for mixed use where residential uses are permitted. The use will be consistent with the Comprehensive Plan. 3. mill not impede the normal and orderly development and improvement of surrounding vacant property. The two properties east of the subject site are single family homes and will likely develop in the future. Access to those properties will be discussed at the time of development, but the proposed uses will not impede development of those parcels. 4. mill be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create trafc congestion or interference with traffic on adjacent and neighboring public thoroughfares. The use will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. 5. mill not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. The proposed residential use will not involve uses, activities, processes, materials, equipment, or conditions that will be detrimental to other properties. 6. mill not result in the destruction, loss or damage of a natural, scenic or histotic feature of major importance. Grading is proposed to create minimal impacts to natural areas, and the use will not result in the destruction of scenic or historic feature of major importance. 7. mill fully co*ywitb all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. The conditions included in the recommendation for approval will ensure the subdivision will fully comply with all requirements of this code. Additionally, Sec 30-1564 describes the standards for establishment of a PUD district. 1. Land will be honed into the PUD honing district only upon approval of a concept plan for the PUD, pursuant to the procedure set forth in this section. A PUD will be authorized on land in a PUD Zoning district only upon issuance of a conditional use permit, pursuant to the procedure set forth in this section. A Conditional Use Permit will be issued in accordance with the above standards. 2. The uses allowed in a PUD shall be limited to land uses consistent with the city's Comprehensive Plan and land use map, and to those uses identified in the concept plan for the PUD Zoning district and the conditional use permit for the PUD. The Comprehensive Plan and land use map guide this area for mixed use, which includes residential uses. 3. The area of land to be included in a PUD shall be in uniform control of the applicant. The applicant will be in control of the parcel prior to recording the CUP and plat. N:\Public Bodies\Agenda Packets\10-21-2019\Final\7.3 sr Tall Pine Holdings LLC.docx 4. A PUD shall be designed to form a desirable unified environment within its proposed boundaries, including uniform design elements, landscaping lighting and signage. The PUD is designed as one project with uniform design elements throughout the project area. 5. A PUD shall not cause undesirable impacts on adjacent lands and land uses. In particular, uses on the PUD perimeter shall be compatible with adjacent uses outside the PUD. Nearby land uses include single-family residential, commercial development, light manufacturing, a senior facility, and developable vacant land. All parcels are within the mixed use area guided by the Comprehensive Plan. The PUD will not cause undesirable impacts on adjacent lands and land uses. 6. A PUD shall be served by adequate transportation, water, sanitary server and drainage systems. The project area will be served by public services, and will not adversely impact transportation networks within the area. 7. A PUD shall not adzerseyaffect existing or proposed parks, schools, streets or other public facilities. Existing public facilities are not impacted by the proposed project. MnDOT continues to evaluate impacts from the US Highway 169 project, and closures along Line Ave. are expected — eliminating the opportunity to avoid the intersection of Twin Lakes and CSAH 12. The proposed use does adversely impact streets or other public facilities. 8. The council may establish varied and reasonable lot area, frontage, sideyard, and setback requirements for a PUD and may author'.Ze a density which it determines to be appropriate under the circumstances. Any permitted density shall be consistent with the city's comprehensive plan and not adversely affect the public health, safety and welfare. The proposal is consistent with densities described in the Comprehensive Plan, setbacks from public rights -of -way, and design standards for similar developments within city code. 9. More than one principal building may be constructed on a lot within a PUD if authori.Zed by the council. Unless otherwise permitted by the council, a PUD shall coVywitb the schedules of dimensional regulations set forth in this article, except that individual lots shall have no less than 80 percent of the minimum area for similar uses. The project does not conflict with standards described in city code. Easement Vacation A drainage and utility easement was dedicated with the plat of Mulvaney Point to ensure compliance with the stormwater requirements. The proposed stormwater improvements meet the standards and the entire easement is not required. Staff supports vacation of the unnecessary portion of the easement. In reviewing the standards for approval of a Zone Change, Conditional Use Permit/Planned Unit Development, and Easement Vacation the proposed project meets the standards, and is recommended for approval with the outlined conditions. Planning Commission The Commission reviewed the item on September 24, 2019, and did not have any concerns with the project as proposed. They unanimously recommended approval. Financial Impact None N:\Public Bodies\Agenda Packets\10-21-2019\Final\7.3 sr Tall Pine Holdings LLC.docx Attachments ■ Location Map ■ Applicant's Narrative ■ Site Plan, Building Elevations, and Floor Plans ■ Ordinance Amendment — Zone Change ■ Resolution — Easement Vacation N:\Public Bodies\Agenda Packets\10-21-2019\Final\7.3 sr Tall Pine Holdings LLC.docx e R Case No., : ZC 19-03 U 19-13 El. E' 19-04 er RECEIVED ACUITY GROUP JUL 9, 5 2019 REAL ESTATE PROFESSIONALS 564 Dodge Ave. Ste A, Elk River, MN 55330 763-633-3535 Phone 763-633-3533 Fax www.ACGProperty.com June 12, 2019 Mulvaney Point CUP/Zoning Change Evidenced by the large number of new construction units on the market, there is an obvious demand for 1 level townhomes. While there are numerous purchase options, the market that is not being served is the luxury 1 level townhome rental market. For a various number of reasons, there is a large demographic of people who would prefer to rent a luxury unit versus spending between $280k-$375k to purchase. These reasons include: • Fixed monthly expense with no maintenance surprises • Not wanting a mortgage and wanting to maintain savings reserves • Flexibility to move without being stuck selling during a down market • No selling expenses • Short versus long term housing needs o Fire victims o Executive housing o Expected life change/move in 1-3 years This particular development will offer 8 luxury one level rental units that are designed to fulfill the current void in the marketplace. This project will be utilized as a template for additional projects of this theme moving forward. Tall Pines is the 26 unit detached townhome development and is located directly across the street from the subject property. This project falls within the theme that has been set forth by the Twin Pines project but provides residents and alternative to buying. • On a side note, Tall Pine Holdings, LLC is not associated with the development across the street named Tall Pines. That is merely a coincidental name similarity. In order to fully utilize the potential of the property and because it still provides for ample storm water management, the applicant is also requesting the vacation of a portion of the utility and drainage easement on the southern point of the property. Dustin Heggem Acuity Group/Tall Pine Holdings (612)242-1653 Johnny VandenHoek Acuity Group/Tall Pine Holdings (612)987-7387 f4112 El o 0 LEFT ELEVATION EH FEI FEE REAR ELEVATION Ile- I 12 4 FRONT -TO REAR f, 0 0 EE RIGHT ELEVATION _■■■■■_oss o = 0 0 0 = - MEN NINE ■■■ I'.I I.I�I�L IFFI NNE= NONE D15GLAIMER IN PREPARATION OF THIS FIAN EVERY ATT_ HAS BEEN MADE TD AVOID M15TA95 D5IGNFRGANNOTGUARANTEE AGAIN5THUMAN R. 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SUPA NX0 TO MW A Muir M=PS M uxM ZaX Mxmr ixE u WOF mE JOB NO: HEGGEM 2019 002 S UTILITY PLAN PLACE NEW MH \ CONNECT SANITARY SEWER CLEANOUT AT BENDS (TYP.) �\ / �s'0✓ti" . i t / , is � ' �a aE WATER SERVICE (TYP) 4" FIRE SERVICE 1.5" DOMESTIC SERVICE ® si Z Q �� O " W w OM i� • U _ W F- v) s •, % 3 ZWz Ln y 0 W �Q� 4" SAN SERVICE (TYP) o Ld 0 > r4 y% .\ OGti \� CO TO BUILDING Q u 0 > Q I J 0 w Y STq --- w r-) Do w /2 `\ 0 PTS pso�T CREAK BY: KLB CHECKED BY: KLB \ � �\ DESIGNED BY: KLB JGB No. KKKK 0 Style in FW DATE: 7-18-2019 SHEET SHEETS X SITE, GRADING AND EROSION CONTROL PLAN `NNmumm6am "=T°�SEEDED AND MULCHED, E�EPT"=NDm IN NUMBER S BE".. 2. YIILCH TYPE 1 (DISK ANCHORED) IN DISNRBED AREAS OTHER THAN SOD AND INFILTRATION AREA 3. SEED MINDOT TYPE 35-221, AT A RATE OF DITS LB/AG IINV AREA SEED MNOOT TYPE 33-251. AT A RAZE OF S5 NHLIRAP \ . lEDB AD.USE EIO 1HF"]M-BODITT°MI%µD UP SIDE SLOPES. BHENE IT WLL NS CONCRETE WASHOUT AREA IE ALL SLOPES SIFEPER THAN H:I, SHALL BE RESTORED WIN SEED AND Pao ED ED W H ERD9DH CION RD B AHHET PER M DDT SEC. BB�1 PER MPCA/NPDES MITUSE BIDDABLE EROAON CONTROL BLANI(EH ON POIAI SLOPES. TIINIIMI°ZE m"P CON—TBN R BwALE: AND INFILTRATION AREAS \ REQUIREMENTS 9 ALL DISTURBED AREAS WTRM THE RIGHT OF WAY SHALL BE SODDED. . SEE SBPPP FOR TEMPORANY STPBIUZAnION REOUIRENENTE. STOCKPILE AREA t MATCH EXISTING C&G 5TE ODN NOTES . THE IDENACTOR IS SPECIHGALLY CAUTIONED THAT THE EOOATIXI "s"BASED "RETcoR°o`s o'TiIHe°vprsl°au`sBunun couP�nETSE�wliuBimE SEE SWPPP FOR i B) / �,/ aryw EROSION CONTROL REQUIREMENTS �\ / °iI NOSTOa MEASUFQYENTS TAKEN IN THE HELD THE INFORMATION IS NOTTO BE RELIED ON AS BEING RNCT OR COIARETE. o�PaaucpNLL 1115 \ PPMR un nREIRIro ��E aATMaE �_ / �� wl / CONTACT 60PHER STATE ONE CALL ATT(851) 45h0002 2 ALL CUT OR RLL ELOPES 91ALL BE 31 OR RATTER UNLESS OTIERBISE NOTED. Y j / g0 '� I EXISTING TRADE CONTOIR INTERVALS SHOYM AT 1 FODT INTERVAIS 4. IF ANY ED GRADE CONTOUR INTERVALS SHODM AT 1 FOOT INTERVALS. 5. IF ANY EIDSTNG STRUCTIRES TO REMAIN PRE OMAACED DURING / L CONSTRUCTION IT SHAH BE THE CWTRACTORS RESPON-1-1 Y TO 14 1 9� /�. � / 'Y / I $ TLAND RE7U R AT TOR REPLACE THE EASROR ETIER. RE AS NECESSMY TO RETIRN IT 10 FMISTNO WNOITONB OR BETIEA. B. TOPOGRAPHIC INFORMATON TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEYORS. IF CONTRAOTDF DOESNOTAR°�T EASING 3 /11 (/ I ' 1 KIPAPHAS PLAINS SHALL NA E MADE, AT HIS EIRENSE, A TOPOGRAPHIC SURVEY BY A REOSTERED J '1 \ LAND SURVEYIXR PND SUBMIT TO THE OMNER FOR REWEW CO CON 7RUCTION SHALL COMPLY WT1 ALL APPUDABLE GOVENNNG 6S CC J ^Y / J 'RTn. INSTALL INLET PROTECTION B aLL o.D..Eo ARIA Ix E PUBUC RIGHT BF WAY ALL BE D0INFILTRAT IN AND SWALE AREAS SHALL BE TILLED AND ROT C YE PROPERTY LINES = CONSTRUCTION LIMITS +y SPE &SOfCARE SHALL BE USED WTH EOU—M THESE q°FE�"s y ` P. /E / Oro. 3 r C FLOW ARROW PROPOSED PARKING LOT p _ 1.5" BITUMINOUS WEARING COURSE (J 7 ' TEMPORARY ROCK (SPWEA440A) (2360) BITUMINOUS TACK COAT (2357) 'd * CONSTRUCTION ENTRANCE 2.5" BITUMINOUS NONWEARING COURSE (SPNWB440A) (2360) B" AGGREGATE BASE PLACED Z U •, �. a• 'Isf .4 CL 5 (2211) Q T SWALE INTO POND(2112) PROP. 6612 6' SUBGRADE PREPARATION (INCIDENTAL) (n W � j z W W o CD �( I CURB & GUTTER w e @ (TYP.) z Y = w Z (q I } N Of 4' CURB CUT ��9{qB i I j c� Y \\tip — SWALE INTO POND o M o w LLj \ y/ SWALE OUT OF POND `\ /2 5.0' LENGTH BERM 10 • y `\ INV = 906.5 rrs UND INC. SRRYTC&S, `\ INFILTRATION BASIN mmae�.aDe.re, BOTTOM = 904.0 �,�T; `\ TOP = 906.0 HWL = 906.8 'BsoTi'T:°esizBT DRAWN BY: KIM CHECKED BY: HILLS `\ DESIGNED BY: KLB JOB NO. KXXX 1 N. SO feet CAT: J-1B-2D19 SHEET S HEETH Style In FRRt X STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT DESCRIPTION The existing 1.78 acre site is being regraded. Four new residential townhome buildings and corresponding drive lane/parking lot will be constructed. An Infiltration pond, which also controls outflow rate, is proposed. Runoff will be carried to the infiltration via overland flow and swales, with a vegetated strip between pavement and infiltration. Grading, infiltration, and paving will be installed as part of this project along with building construction. SWPPP IMPLEMENTATION The Project Engineer and the Contractor are responsible for implementation of the SWPPP and the installation, inspection, and maintenance of the erosion prevention and sediment control BMPs before and during construction. The Contractor will have an Erosion Control Supervisor who is responsible for coordinating the erosion prevention and sediment control BMPs. Dustin Heggem and staff are also available for assistance. Acuity Group is responsible for long term operation and maintenance of the permanent storm water management system. PROJECT CONTACT IMPLEMENTATION/MAINTENANCE: Erosion and Sediment Control, BMP Inspection Performed By: Krystle Bloch 507-995-2981 PTS Land Services, Inc 826 NW 30th St. Faribault, MN 55021 Long Term Pond Maintenance Provided By: Acuity Group 564 Dodge Ave Ste A Elk River, MN TIMING OF BMP INSTALLATION The erosion prevention and sediment control BMPs shall be installed as necessary to minimize erosion from disturbed surfaces and capture sediment on site. 1. Erosion and sediment control BMPs must be installed prior to the start of construction. 2. Where applicable, disturbed areas will immediately be temporarily stabilized prior to permanent turf establishment whenever construction ceases for 7 days, with special consideration of areas within 200 feet continuous positive slope of a surface water. 3. Temporary or permanent energy dissipation shall be placed at pipe outlets within 24 hours after connection to a surface water. 4. Temporary stabilization of stockpiles must be initiated immediately to limit soil erosion whenever any construction activity has permanently ceased on any portion of the site and will not resume for a period exceeding 7 calendar days. S. Planned slopes of 1:3 (V:H) or steeper and greater than 75 ft. in length will be temporarily or permanently stabilized in increments not to exceed 75 R., prior to constructing or disturbing a new increment. 6. BMPs must remain in place until final stabilization is achieved and permit NOT has been submitted to the MPCA. 7. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. CAI CI II ATInNS- Total Area of Grading = 1.8 Ac Total Existing Impervious = 0 Square Feet Total New Impervious = 30,627 Square Feet VOLUME = (1")(V/12")(30,627 SF) = 2,2553 CF SOIL TYPES: Majority A Soils NPDES PERMIT REFERENCES: III.A.1-4 III.A.S.a-b, d, e, f, g-I III.A.B.a,b III.B III. D III. E III .F IV.B.1-6 IV.C.1-6,8,10 IV.D.1-3 IV.E IV.F (ail) IV.G.1-3 APPENDIX A, B.10 APPENDIX CA, C.2 CONSTRUCTION SEOUENCE Construction to begin spring 2018. Silt fence around where specified and Rock entrances to be installed before any of the following scheduled events take place. Existing structures shall also be protected from sediment from the start of construction. 1. Grading (excluding pond excavation) 2. Buildings installed 3. Driving area installed 4. Excavation of Pond S. Landscaping and Turf Restoration Construction completion expected Fall 2018. All temporary erosion control measures will be removed and disposed of according to MPCA requirements. Final stabilization will be established. See NPDES CWS Permit Part IV.E.3 and IV.E.4 for inspection frequency adjustments throughout the course of scheduled construction. a 0 O !r C}� F Z U 5 G \ Q W 0 caw O g w CD H O O _ = In d) Z Y w O W H G w W J 0 O w 2:U O � Lu U W 0 7 CD 0-' Y Ocpw r cal Q lY LU Z z 3 O PTS LAND 3RRwn.BS, WC > aaa avreran �A� �alP b5 Poove: (60'r) a011tW9 r.n (sar7 ssa a Bmhtwemmm DRAVM BY: KLB CHECKED BY: KW STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCTION NOTES: Construction shall be in accordance with the MPCA NPDES General Storrnwater Permit for construction activity, plans, Mn/DOT Spec. Book, Standard Specifications for Construction and the special provisions. The Contractor shall maintain a stockpile of erosion control devices at all times for immediate usage. The Contractor shall keep the inspection and maintenance log. See permit Part III.E for SWPPP record retention requirements. In the event of accidental sediment or pollutant discharge, the City, MPCA local contact and/or State Duty Officer shall be notified. The MPCA State Duty Officer can be reached at (800) 422-0798. TRAINING REQUIREMENTS: 1. The Permittee(s) shall ensure the individuals Identified in this part have been trained in accordance with the NPDES CSW Permit's training requirements. The Permittee(s) shall ensure the training is recorded in or with the SWPPP before the start of construction or as soon as the personnel for the project have been determined. a. Who must be trained: I. Individuai(s) preparing the SWPPP for the project. II. Individuals) overseeing implementation of, revising, and amending the SWPPP and individual(s) performing inspections. One of these individual(s) must be available for anon site inspection within 72 hours upon request by the MPCA. iii. Individual(s) performing or supervising the installation, maintenance, and repair of BMPs. At least one individual on a project must be trained In these job duties. It. Training content. The content and extent of training must be commensurate with the individual's job duties and responsibilities with regard to activities covered under this permit for the project. At least one Individual present on the permitted project site (or available to the project site in 72 hours) must be trained in the job duties described in Part III.F.1.b and Part III.F.I.c. C. Training documentation: L Documentation must be recorded with the SWPPP prior to the start of construction. it. Names of the personnel associated with this project that are required to be trained per Part III.F of this permit. iii. Dates of training and name of Instructor(s) and entity providing training. iv. Content of training course or workshop (including number of hours of training). d. The Permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations, or other entities with expertise in erosion prevention, sediment control or permanent stormwater management such as the University of Minnesota, Minnesota Erosion Control Association, Soil and Water Conservation Districts or the MPCA. EROSION PREVENTION MEASURES: 1. Temporary or permanent stabilization of exposed soils, including stockpiles, shall be initiated immediately to limit soil erosion whenever any construction activity has temporarily or permanently ceased on any portion of the site and will not resume for a period exceeding 7 calendar days. (Permit Part IV.B.4). 2. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water for any portion of the construction site, within 200 lineal feet, must be completed within 24 hours after connecting to a surface water or property edge. Apply mulch, hydromulch, taclfler, polyacrylamide, or similar practice is not acceptable stabilization in any part of a drainage ditch or swale. (Permit Part W.B.4). 3. Use check dams along length of conveyance channels. (Permit Part IV.B.3). 4. Temporary or permanent energy dissipation devices must be installed at pipe outlets within 24 hours after connection to a surface water. SEDIMENT CONTROL MEASURES: 1. In order to maintain sheet flow and minimize rills and/or gullies, there shall be no unbroken slope length of greater than 75 feet for slopes with a grade of 1:3 or steeper. 2. Sediment control practices must be established on all down gradient perimeters and upgradient of any buffer zones. These practices shall remiain in place until final stabilization has been achieved and the Permit NOT form has been submitted to the MPCA. 3. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters, including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater. 4. Vehicle tracking of sediment from the construction site (or onto streets within the site) must be minimized by Best Management Practices (BMPs) such as stone pads, concrete or steel wash racks, or equivalent systems. Tracked sediment onto paved surfaces must be removed daily, at minimum. 5. Per Part IV.C.I.b, if down gradient sediment controls are overloaded, additional upgradient sediment control practices or redundant BMPs to eliminate overloading must be installed, and the SWPPP must be amended. 5. See permit Part IV.C.3 for instructions on re -installation of sediment control practices after they've been adjusted. 7. See permit Part IV.C.4 for instructions on the removal of storm drain inlet protection BMPs. THE DESCRIPTION OF INSPECTIONS AND MAINTENANCE: 1. The Permittee(s) (either the owner or operator, whoever is Identified In the SWPPP) must routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. INSPECTION AND MAINTENANCE REQUIREMENTS MUST INCLUDE: - Date and time of inspections. All inspections and maintenance conducted during construction shall be recorded within 24 hours in writing and these records must be retained in the SWPPP - Name of person(s) conducting inspections. - Findings of inspections, including specific locations where there are recommendations for corrective actions. Corrective actions taken (including dates, times, and party completing maintenance activities). Date and amount of all rainfall events greater than 1/2 inch (0.5 inches) in 24 hours. Rainfall amounts must be obtained by a properly maintained rain gauge onsite, a weather station within 1 mile of the project location, or a weather reporting system that provides site specific rainfall data from radar summaries. - Documentation of changes and any amendments made to the SWPPP must be completed within 7 calendar days. See permit Part III.B for amendments to SWPPP. - Construction site vehicle exit locations must be inspected for evidence of off -site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces, within 24 hours of discovery, or if applicable, within a shorter time to comply with Part IV.C.6. - Infiltration and Bioretentlon facility must be Inspected for sedimentation. Discharges discovered during inspections shall be documented per NPDES CSW Permit part IV.E.2.F. MAINTENANCE PERFORMANCE: 1. All nonfunctional BMPS must be repaired, replaced, or supplemented with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow access unless another time frame is specified that is not less restrictive than permit requirements. See permit Part IV.E.5 for specific requirements. POLLUTION PREVENTION MANAGEMENT: 1. Solid Waste: Sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be properly collected, stored, and disposed of in accordance with Minn. R.ch.7035. This includes any materials used for erosion control. 2. Hazardous and Toxic Materials: Includes, but Is not limited to: OII, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in accordance with Minn.R.Ch.7045 3. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. 4. No engine degreasing is allowed on site. S. Concrete washout onsite: All liquid and solid wastes generated by concrete washout operations must be contained In a leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Llquld and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment Operators to utilize the proper facilities. 6. Building products that have the potential to leach pollutants must be under cover. (NPDES CSW Permit Part IV.F.I.a) 7. Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscaped materials must be under cover. (NPDES Permit Part IV.F.1.b). 8. Portable toilets must be positioned so that they are secure and will no be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn.R.ch.7041. (NPDES CSW Permit Part IV.F.I.e) 9. Spill Prevention and Response Requirements: Adequate supplies must be available at all times to clean up discharged materials and an appropriate method must be available for recovered spilled materials. Spills must be reported and cleaned up immediately as required by Minn. Stat. 115.061 using dry cleanup measures where possible. FINAL STABILIZATION: 1. Permanent stabilization of exposed soils, including stockpiles, shall be initiated Immediately to limit soil erosion whenever any construction activity has permanently ceased on any portion of the site and will not resume for a period exceeding 7 calendar days. 2. All sediment must be removed from permanent stormwater management system and conveyance systems. 3. See landscape sheets for turf establishment. 4. Final stabilization is achieved by a uniform perennial vegetative cover with a density of 70% of expected growth over the entire pervious area. i Y W Z Z W J 0 0 W Z U = of p Q� J U W Y O O LO w r1) W LI) aC DISCHARGE TO WETLANDS: 1. If there is a wetland impact caused by filling, draining, excavation or inundation, how has that impact been addressed by W permits or other approvals from an official statewide program (U.S. Army Corps of Engineers 404 program, Minnesota Z Department of Natural Resources, or the State of Minnesota Wetland Conservation Act)? If the impact is considered p exempted or non jurisdictional by theses programs, how is the impact in conformance with the sequence mitigation requirements of MPCA water quality standards in MN Rule 7050.0186 PTS <https://www.mvisor.leg.state.mn.us/rules/?id=7050.0186> rrRD 3RRnca9, rRC. IMPAIRED AND SPECIAL WATERS sse Rr sere sr. The Mississippi River Is a scenic and recreational river within one mile of the project discharge point, and the project must follow guidelines enr�.u(so7jwaei iirar in Stornwater Manual App B (C.1, C.2, C.3) tear) 884-W98 aam•m.� KARST AREA PROTECTION: Thera are no known Karst features in the City of Elk River. CALCAREOUS FENS: No calcareous Fen sites exist on this project. CHECKED By: KLB OESIONEO ey: KLB JOB NO. XXXX CERTIFICATE OF SURVEY FOR: DUSTIN HEGGEM 183RD CIRCLE, ELK RIVER, SHERBURNE COUNTY, MINNESOTA 10.00 \ O \ 9913 3530" . S'000 E p$0$ G � BRG G Q. cl \ \ / n \ V►CT.3�jpo \\ \ ���/ 20 1n 0 \ \S) I a o .\ \\ IN 4o ----------------1--- TI� S87'55'46"E I 20 y A c 196.12 \ DRAINAGE AND UTILITY EASEMENT PER PLAT \ O \ o CERTIFICATION: \ I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNED THE 18TH OF FEBRUARY, 2019. 'o2. 0�� DENNIS M. HONSA MINNESOTA LICENSE No. 22440 FOR: HONSA SURVEYING, LLC ALTERATIONS TO THIS DRAWING ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION OF HOONSA SURVEYING COPYRIGHT 2019, HONSA SURVEYING. LLC APPROXIMATE LOCATION CUL-DE-SAC BASED ON PLOW LINE LEGEND . FIRE HYDRANT ® WATER VALVE 0. .. MANHOLE Em CATCH 9ASIN Rj .. . . POWERPOLE O O .. LIGHT POLE o IR0N MONUMENT FOUND N 2e 0.. . IRON PIPE MONUMENT SET °'. EXISTING SPOT ELEVATION 50 0 50 SCALE: 1 " = 50' �j City of Elk -�-� River Ordinance 19 - Stfikethfoughs to be removed Underlines to be added An Ordinance Amending a Portion of the City of Elk River Zoning Map from Business Park (BP) to Planned Unit Development (PUD) Case No. 19-03 The City Council of the City of Elk River does hereby ordain as follows: SECTION 1. That the duly adopted Zoning Map of the City of Elk River is hereby amended to rezone the property described on attached Exhibit A from Business Park (BP) to Planned Unit Development (PUD). SECTION 2. That the rezoning approved by this Ordinance is based on the following findings: 1. The rezoning is consistent with the City of Elk River Land Use Plan adopted as part of the City of Elk River Comprehensive Plan. SECTION 3. That this ordinance shall take effect upon adoption and be published as provided by law. Passed and adopted by the City Council of the City of Elk River this 21" day of October, 2019. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk Stfikethfoughs to be removed Underlines to be added Exhibit A Lot 3, Block 1, Mulvaney Point, Sherburne County, Minnesota i M C' liry pry° EIk River City of Elk River City Council Resolution 19- A Resolution of the City Council of the City of Elk River to Vacate a Portion of a Drainage and Utility Easement Case No. EV 19-04 WHEREAS, pursuant to Minnesota Statutes Section 412.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before the hearing to each property owner affected by the proposed vacation, the Elk River city Council has conducted a hearing to consider the vacation of the easement legally described on the attached Exhibit "A" ("Easements"); and WHEREAS, vacation of the easement is appropriate as the vacated easement is no longer needed as the city's stormwater are satisfied without the additional land; and WHEREAS, a public hearing was held on October 21, 2019, before the City Council of the City of Elk River on such request after published and posted notice had been given, and all persons interested were given an opportunity to be heard at the public hearing; and WHEREAS, it appears that it is in the public interest to vacate the Easements. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Elk River, Minnesota, as follows: 1. The Easement legally described on the attached Exhibit A is hereby vacated upon the Owner of the Subject Property making improvements to preserve wetland protections. 2. The City Clerk is directed to file a certified copy of this Resolution with the County Auditor and County Recorder/Registrar of Titles in accordance with the terms of this Resolution. Passed and adopted this 21 st day of October 2019. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk EXHIBIT A VACATION EXHIBIT FOR: DUSTIN HECCEM 183RD CIRCLE, ELK RIVER, SHERBURNE COUNTY, MINNESOTA 00 \ 310. RHO 25E .3,3p� , g'G0 .co/ / ti°eryTAO C ? '0 7 4fi.94 /S82'S776 Oii ° Y \ •��k �o� � ,k9�,� taa /MOST WESTERLY _ \CORNER LOT 3 _ u In Sp ERR \ N I a y I 20 CD S \i m S8T55'46"E 196.12 T d / 9 l� S8T55'46"E 159.66 — �� ---- N---------- --- - J \ DRAINAGE AND UTILITY N �o EASEMENT VACATION O 3i•------------- -J 133.51 N87'55'46"W ;H O y/^ DRAINAGE ANO UTILITY EASEMENT PER PLAT ,5 l CERTIFICATION: +0 I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNED THE 22ND OF JULY, 2019. 113 DENNIS M. HONSA MINNESOTA LICENSE No. 22440 FOR: HONSA SURVEYING, LLC EASEMENT VACATION DESCRIPTION. THAT PART OF THE DRAINAGE AND UTILITY EASEMENT DEDICATED ON LOT 3, BLOCK 1, MULVANEY POINT ACCORDING TO THE PLAT ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, SHERBURNE COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: N COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 3; THENCE SOUTH 50 DEGREES 31 MINUTES 11 SECONDS EAST ASSUMED BEARING ALONG THE SOUTHWESTERLY LINE OF SAID LOT 3 A DISTANCE OF 144.57 FEET; THENCE SOUTH 87 DEGREES 55 MINUTES 46 SECONDS EAST A DISTANCE OF 16.46 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87 DEGREES 55 MINUTES 46 SECONDS EAST A DISTANCE OF 159.66 FEET; THENCE SOUTH 02 DEGREES 04 MINUTES 13 SECONDS WEST A DISTANCE OF 20.00 FEET; THENCE NORTH 87 DEGREES 55 MINUTES 46 SECONDS WEST A DISTANCE OF 133.51 FEET; THENCE NORTH 50 DEGREES 31 MINUTES 11 SECONDS WEST A DISTANCE OF 32.92 FEET TO THE POINT OF BEGINNING AND THERE TERMINATING. LEGEND . . . . FIRE HYDRANT ® . . . . WATER VALVE O.... MANHOLE M . . . . CATCH BASIN 0 . . . . POWERPOLE 4 UGHT POLE ... .IRON MONUMENT FOUND 2a Q . . . IRON PIPE MONUMENT SET �'. EXISTING SPOT ELEVATION 50 0 50 SCALE: 1 " = 50' ALTERATIONS TO THIS DRAWING ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION OF HOONSA SURVEYING COPYRIGHT 2019, HONSA SURVEYING, LLC Tall Pine Holding LLC zcp CUP, & EV i vf." a ,c Tall Pine Holdincys LLC d 4 Case No: ZC 19-0 U 19-13 Elk E 19- ive rT Background ■ Applicant proposes an 8 unit (4 duplex) luxury townhome rental project. ■ Single parcel ■ One private driveway to 183ra Circle NW provides access to 4 units ■ Rezone to PUD ■ CUP authorizing the PUD ■ Easement vacation for portion of drainage easement. LL rryy //qrryy `6ii i1 = 75-�56-0105 F a 0, INN jW J§JR dt �r 75-709 150 � � 75 ,S•. all, —862-001 0 i -010 5 �. r IL w 75-135 306 i llirT rt . j 75-6-Of fFO V 4 r w s 4 M1 .. rc116' 6-0' 2P'-0' 26-0' 6-0' i 12 4� L -L I 0 � M EEI EEI M fl]El 0 EE LEFT ELEVATION REAR ELEVATION Ira = P.C. 12 4 1 FROM TO REAR RIGHT ELEVATION IV= 1 W "alu U_I II_I =_ U fiiirillTir l mililt�Ii =__ �I�IIIIIIII f�%Tilli71il =_ U U 11_)11_I _.1� —d'/ • /..: d:/...el./ :�.m_::�_:: m_..,ia..lilm _IIIIIIIIIIIIIIII ��� IIIIIIIIIII �� E .�. —/.�: ! �� _ 'o �e�p�e� 1111111111111 • .._ __ �� _-_ -- 1 1 �� � ■ ■ ■ 1./..././... ■ II �_;.'Ie_,./.��,.Im.•.1�,;/. ��al���_ /...v./...d./.. d �n�Rl�e�w _ !g�:I� ��� ��� FRONT ELEVATION un•= r-o• D15MIMEP IN PREPARATION OF ATCEV Pf NAS BEEN MISTAKE5. DESIGN AGAIN5T hUMAN ER VERIFY ALL DIMEN51 AND BE RESPON5I1! THESE DE51GN5, CC SPECIFICATION5 AR 5ERVICE AND A5 51 EXCLU51VE PROPER' AND ARE NOT TO BI WRITTEN CONSENT, Zone Change - Comp Plan ■ Guided for Mixed Use ■ Mixture of housing, jobs and/or retail services uses ■ High density residential land uses ■ The proposed use and rezoning to a residential PUD is supported by the Comprehensive Plan and is similar to surrounding land uses Traffic ■ Existing public facilities are not impacted ■ MnDOT continues to evaluate impacts from the US Highway 169 project ■ Closure along Line Ave. are expected ■ The proposed use does not adversely impact streets or other public facilities — 40 trips per day estimated. CUP Requirements ■ Staff's analysis of the application shows compliance with all seven (7) of the conditions required for approval of the CUP. and ■ Per Sec 30-1564, the standards for establishment of a PUD district are also satisfied. Planning Commission ■ The Commission did not have any concerns and unanimously recommended approval of the Zone Change and CUP. Easement Vacation ■ Drainage easement dedicated with plat of Mulvaney Point for the purposes of stormwater treatment. ■ Stormwater standards are satisfied without using entire easement. ■ Proposal vacates unused portion of the easement. ■ Dry pond — no standing water. ■ Does not trigger 45' setback requirement ■ Stormwater standards are met � �P 82 56r 916 i ^ �w /X\ i0 MOST WESTERLY Q CORNER LOT 3 _ J 00, _ I V) co i 2 S8T55'46'E 196.12 �► OrJ ' ti a 587*55'46"E 159.66 3 \ o DRAINAGE AND UTILJTI a 1`S0 2.4�` EASEMENT VACATION R l q �j:----.--- _-- fV M 133.51 N8T55'46'N ?� o s9 � n DRAINAGE AND UTILITY EASEMENT PER PLAT �qy a l lop'p � y0ry LEGEND . . . . FIRE HYDRANT .. WATER VALVE .... MANHOLE .. CATCH BASIN CERTIFICATION: • q✓ I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED `-?• LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNED THE 22ND OF JULY. 2019. DENNIS M. HONSA )Zj .... POWERPOLE -* . . .. LIGHT POLE • .. .. IRON MONUMENT FOUND . . . . IRON PIPE MONUMENT SET . . . EXISTING SPOT ELEVATION Action Requested ■ Adopt, by motion, an ordinance approving the Zone Change from BP to PUD, with the conditions outlined in the memo ■ Approve, by motion, the CUP establishing a residential PUD, with the conditions outlined in the memo ■ Adopt, by motion, a resolution vacating a portion of the drainage and utility easement dedicated with plat of Mulvaney Point.