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HomeMy WebLinkAbout05-25-21 CITY OF Meeting Location: FARMINGTONFarmington City Hall 430 Third Street Farmington, MN 55024 PLANNING COMMISSION SPECIAL MEETING AGENDA May 25, 2021 7:00 PM 1. CALL TO ORDER 2. PUBLIC HEARINGS (a) Preliminary Plat and PUD and Comprehensive Plan Amendment and Rezoning-Vita Attiva Development 3. ADJOURN CITY OF O 43o Third St., Farmington, MN 55024 FARMINGTON © 651-280-6800 OFarmington MN.gov TO: Planning Commission FROM: Tony Wippler, Planning Manager SUBJECT: Preliminary Plat and PUD and Comprehensive Plan Amendment and Rezoning-Vita Athva Development DATE: May 25, 2021 INTRODUCTION Vita Attiva Developers, LLC have submitted applications for Preliminary Plat and Planned Unit Development review as well as Comprehensive Plan Amendment and Rezoning for the Vita Attiva development. The subject property is currently owned by the Donald Peterson Family Limited Partnership and is located south of County Road 50 and to the southwest of the Vermillion River Crossings development(see attached location map). DISCUSSION As shown on the preliminary plat(attached),the developer proposes 141 single-family lots and 6 lots for 8-unit multi-family structures (total of 189 units) on 80.16 acres. The minimum lot area proposed for the single-family lots is 5,376 square feet with a maximum lot area of 28,554 square feet(6,544 average square feet) with a minimum lot width of 42 feet. The minimum lot area proposed for the multi-family lots is 34,067 square feet with a maximum lot area of 40,960 square feet(37,106 average square feet). The development is proposed as a 55+active adult community and will include such amenities as fitness center, kitchenette, billiards,speak easy,game room, convertible meeting space, outdoor pool,tennis and pickleball courts, and sauna. The amenities will be found within Outlot E which is located towards the eastern side of the development. There are a total of 5 outlots within the preliminary plat(A-E). These outlots will consist of open space,stormwater facilities, and future development areas. As shown on the preliminary plat, Lots 71-76, Block 2 encroach into the flood plain of South Creek- specifically along the south side of these lots. Base flood elevations have not been determined for this portion of the creek and this would need to be completed in order to final plat these lots. I f these base elevations and flood plain modeling are not completed prior to final platting of this area these lots will have to be outlotted until that additional work and study is completed. Depending on the results of the modeling these lots may be deemed unbuildable and should be dedicated as parkland. The development is proposed to be a phased development(see attached phasing map). The developer is proposing four phases with the initial phase inclduing the extension of Eaton Avenue south from CSAH 50 along with a mix of detached single-familly lots and attached multi-family lots. Phase 1 would also include the stormwater facilities and a portion of the amenities identified above. Phase 2 would include the remainder of the amenities and multi-family lots proposed for the development as well as some additional single-family lots. Phase 3 will include additional single-family lots as well as the extension of Pilot Knob Road and the portion of Spruce Street from Pilot Knob Road to Eclipse Street. The remaining portion of Spruce Street(from Eclipse Street to Eaton Avenue)would be constructed when the parcel to the north owned by the Peterson family is developed. The final proposed phase(Phase 4) would consist of the remainder of the detached single-family lots. It should be noted that Outlots B and C will be retained by the Donald Peterson Family Limited Partnership and the extension of both Pilot Knob and Eaton Avenue south of this development and crossing the South Creek would happen upon the future development of these outlots and adjoining property to the south. All roads to be constructed in support of this development will be public roads and will have to be constructed to city standards. As previously mentioned this includes the extension of both Eaton Avenue and Pilot Knob Road. The preliminary plat shows the necessary right-of-way/easement for the road network within and surrounding this development. Certain improvements, including signal lighting, will be required at the Pilot Knob and CSAH 50 intersection as a result of this development. Staff will be requiring that agreements and security will have to be established and posted for these improvements with future final plats. The developer has been working with the Devney family to acquire the needed property for the portion of the Pilot Knob extension that would fall on their property. The developer is proposing to acquire the necessary land from the Devney's in fee title with the proposed 3rd phase of this development and to dedicate it as right-of-way with that phase. Staff will be making approval of this preliminary plat contingent upon the developer obtaining roadway easement on both the Devney and Peterson property for the Pilot Knob extension. The easements can then terminate upon the final platting of right-of-way with the future addition. Five foot wide sidewalks are shown along the perimeter of Blocks 3 and 4. An S foot wide bituminous trail is shown on the west side of Eaton Avenue extension. Comprehensive Plan Amendment and Rezoning There are currently five different zoning districts within the property to be platted. These districts include: Business/Commercial Flex, Mixed Use, R-5 (High Density Residential), R-3 Medium Density Residential) and Park and Open Space. Additionally,the property is also guided for multiple uses within the 2040 Comprehensive Plan such as Mixed Use(Commercial/Residential), High Density Residential, Medium Density Residential and Park/Open Space. As part of the preliminary plat submittal the developer has requested a Comprehensive Plan Amendment and Rezoning to better align the proposed uses with zoning and land use guidance. The rezoning will change the zoning of the property to R-3 (Medium Density Residential), R-2 (Low/Medium Density Residential) and Park/Open Space. The R-3 area would consist of the northeast portion of the development where the multi-family component is located. The remaining single-family lots would be rezoned to R-2. The Park/O pen Space would consist of the wetland and floodplain area south of the lots to be platted. The Comprehensive Plan Amendment would make similar changes to ensure the land use designations are consistent with zoning of the property. I t would re-guide the property to low medium density residential and medium density residential. The Comprehensive Plan Amendment has been submitted to the adjacent jurisdictions for the 60 day comment period as required by the Metropolitan Council. Planned Unit Development The deviations that are proposed with this planned unit development are as follows: • Reduce the front yard setback for interior lots within the R-3 zone from 25 feet to 10 feet. • Reduce the minimum lot size within the R-2 zone from 6,000 square feet to 4,956 square feet. • Reduce the side yard setback within the R-2 zone from 6 feet to 5 feet. • I ncrease the side yard setback on corner lot(second front yard)within the R-2 zone from 20 feet to 25 feet. ACTION REQUESTED Recommend approval of the following by separate motion, and forward these recommendations on to the City Council: 1. The Preliminary Plat and Planned Unit Development contingent upon the following: 1). A roadway easement shall be obtained from J MA Devney Family LLP and Donald Peterson Family Ltd Partnership for future Pilot Knob Road with the 1St Addition Final Plat. 2). Financial Security for the project development costs associated with the Pilot Knob traffic signal must be provided with the 2nd Addition final plat as shown on the phasing map provided with this preliminary plat. These costs could include, but are not limited to, engineering professional services, legal fees, staff time and any other outside costs associated with the intersection improvements. 3). The approval of the 3rd addition as shown on the phasing map provided with this preliminary plat will be contingent on the intersection improvements, including signal light, at Pilot Knob and County Road 50. The developer will be responsible for all costs associated with the improvements necessary to facilitate the development. 4). The Donald Peterson Family Ltd Partnership and/or future developer will be responsible for the extension of Pilot Knob and Eaton Avenue south of the terminus shown on the preliminary plat to the southern edge of Outlot B. The Donald Peterson Family Ltd Partnership and/or future developer will be responsible for the construction of Spruce Street east of Eaton Avenue to the property boundary and west from Eaton Avenue to Eclipse Street. 5). The Donald Peterson Family Ltd Partnership will be able to continue agricultural operations on land dedicated as right-of-way as part of this plat, but only those portions of right-of-way that will not have improvements constructed within. 6). The Development Agreement for the 1St addition final plat must be recorded against the parcel with PI D#14-03600-33-010 and Outlot B, both owned by the Donald Peterson Family Ltd Partnership. 7). Lots 71-76 of Block 2 encroach into the flood plain of South Creek. Modeling and base flood elevations must be provided for the flood plain through this development. The modeling and base flood elevations will inform further comment on the buildability of these lots and accommodation of the Dakota County Regional Greenway Trail. If the flood plain comment is not addressed before time of final platting the impacted lots must be platted as an outlot in the final plat. 2. A Comprehensive Plan Amendment changing the land use guidance for the Vita Attiva development from Mixed Use(Commercial/Residential), High Density Residential, Medium Density Residential and Park/Open Space to Low/Medium Density Residential, Medium Density Residential, and Park/Open Space. 3. A Rezoning of the Vita Attiva development from Business/Commercial Flex, Mixed Use, R-5 (High Density Residential), R-3 (Medium Density Residential) and Park/Open Space to R-2 (Low/Medium Density Residential), R-3 (Medium Density Residential) and Park/Open Space. ATTACHMENTS: Type Description ® Backup Material Location Map © Backup Material Preliminary Plat documents D Backup Material Phasing map $`��, �� 1=.�•�ls tri„ �,, �,5, -'ru' ar• -,r � =ISM IIII Illlt*� � � IIL: e■ r PRO r 1 1 11 VITA ATTIVA AT SOUTH CREEK PRE'LIMI NA R Y PLA T FARMINGTON, MN = SHEET INDEX -TITLE SREET — ' EXISTTNC CONDITIONS m Wft 51 W 3 -8-PRELIMINARY PLAT " 7-OVERALL SITE PLAN rr+»rcoe 8-13-GRADING Ar EROSION CONTROL 'pRr�e �•`^r" 14-17-O ELITIES m a RL•aY, c`� - 18-19-LANDSCAPING AND TREE PRESERVATION w i uY Ns1".Gal YO-YY- T]PICALS AND STANDARD DETAILS b roHN,m B t Y3-STORAFWATER POLLUTION PREVENTION PLAN c of j IS � o q Ana.; p.q d R SS1 Mtn nm NP 1 R-5 1 R� 1 _ < _ PlOS I E i rgor m vu r I I R-5 � DEVELOPER `1 U iwA�Aw2111 w 5�T:E Ld J 1 Ra I Y 6 12 )sot-5x34 sso34 U U) .»...�I�.�gN.!•,FN�IPr�y1 .....,..pgKbBPW..,.• ...... �I•�YV-K�H,N71N.,.�._._......,.,.MA.•...�u,.., rR =Z T L) d L R �l - ENGINEER• �.�U O dJ 1 KRYBREGIN P.E.(MH—3) o J O BLOCK ENGIN—G.N= O Z + LL J 1 R o�NlaalocEMH sorsa V)O UT > LLJ ( .vlr (sox)ass-zsm Lr) LLJ u O W Q Z Z O < ) < 1 RL SURVEYOR O 0 1 Tm P— m.Ls.T.ss]u > 1 ; 111 w I FPMIBWIT�YN S1031 1—L W VICINITY MAP Q O Q PROPERTY MAP ZONING MAP LLQ PROJECT AREA A > Q > BULK REGULATIONS: ZONING. PLAT BOUNDARI A MINIMUM IDf ARU-0.11 ACRFS TN'1—SSP/WMME WNW N MR ll¢NLIDIEPlF MINIMUM MIUW USE PAM(/—SPACE BNIDNM SHUCKS: K-]MEDIUM OE1S11T RFSIOFNDLL(e-12 W/AC) iBOM.30 fFH I, HIGH OEHSIIT MSNFNIILL(12DH W/AC) j 90E-5 rEEf RFM-20 rEEf UUTLLT,�,^^.,L7 ENGINEERI G IN UTILITIES: GOPHER STATE ONE CALL ALL APPLICABLE FEDERAL,STATE AND LOCAL LAWS WILL BE cue°gime".uN..Mv j (651)464-0002 COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. Ina•Pul=MHI,.a•1m. j ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF FARMINGTON GENERAL EDpb—tat.--U—g DRANK BY:KU3 SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION,AS WELL AS APPROVED BY CHECKED BY:KCB TYPICAL SECTIONS SHOWN ON DETAILS SHEETS. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY DUALITY LEVEL D. COUNTY ENGINEER OESCNEO BY:Kl8 THIS DUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 3-2. GRNING STANDARDS:CITY OF SFARMINGTONSTANDARD CONTRACT DOCUMENTS AND CAL ENTITLED"STANDARD GUILDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING ALL APPLICABLE FEDERAL,STATE AND LOCAL LAWS WILL BE JOB NO. 20-01 OVEli SPECIFICATIONS FOR UTILITY AND STREET CONSTRUCTION.2016 EDITION OF THE MINNESOTAESOTA SUBSURFACE UTILITY DATA" COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. oATE OS-19 21 DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS FOR CONSTRUCTION',LATEST VERSION CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS APPROVED BY SHEET BHEE15 OF THE'MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES'(MMUTCD) REOUIRED BY STATE LAW.GSOC INFORMATION ABOVE. CITY ENGINEER 23 s$o "ye!o• e : a .o •®.. .®ya;Fs■O• G � l I r , , 0 Z a 1 c m c 1 n m r , c m m 1 Ell ' D ._. n I + � 1 r 11 I. 1 `p1 e m c D I\\\ r nl s 1"\ir D \ 1 T` Aw I N UI \\ M d C-)0 me u Z \\ m I+ z } i \ 0 O O ` A O O HEREBY CERTFY THAT THIS PLAN. A VITA ATTIVA AT SOUTH CREEK SPECIFICATON.OR REPORTPR WAS REN90N5 N o 9 CN s ZtrJ FARMINGTON, MN 9JPERAVISIION AND THATED BY ME OR FIDAN AER YDULYCT NO.DATE BY OESCRIPTON LICENSED PROFESSIONAL ENGINEER UNDER m gK A FARMINGTON 55t COMMUNITY THE LAYS OF THE STATE OF MINNESOTA. 10 PREUMINANY PIAT £9- z�H OWNER / DEVELOPER: NRYSYX BLOCH c"' VITA ATTIVA DEVELOPERS, LLC 05-19-2021 0895 DATE LIC.N0. 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X 1 EOIFlOATEOR REPORT WAS RE-S om _ ? ztd FARMINGTON, MN PREP MPERMm BY YAND OR THAT I AAMM AYo DIRECT NO.OA E BY OES.IPTON E° A FARMINGTON 55+ COMMUNITY TMEiASEDPOOTMSEI�AEI�ENNESOTAR No gz ^ PRELIMINARY PLAT OWNER / DEVELOPER: RRMTLE L BLOLN 9 x VITA ATTIVA DEVELOPERS, LLC 05-11-2021 49893 DATE UO.NO. roN'3n 3\ra £6961 Iz3z-61-s3 D-n 'SN3do-13A30 VA111V VlIA o 9 �^M N3o,9,3usANY 213d0TA3a / d3NM0 x4 0 ltlld ANtlNIWn3Nd m '-3NNIN JO 31V1S 3H 30 N VI 3NW z�ng 8 Y 830Nn 833NI503 NO1SS—Hd-33n A11Nf1WWoo +SS Nol`JNIW2JV3 V d Kim m 00 AlnO V Wtl 11VN ONtl NOISNOdf6 'NOl`JN W2JV3 —J-3.A9 3Ltl0'0N 133-AN N30Nn NO 3W A903Ntld3Nd NW SN06N3N 'NtlldtlSlHl�Y3HlI.—A93mI 71332Jo HinoS 1V VAI.LLV V11A O O \ \ \ O o rr, o �\ r a 1 \ \ >I1 \ z m I I I I II I okma \� \ \ I.I N Hi; V all r _ y w I wa uj I I Q cy m n n �l n � I m 1 n I S I z I I I I z o _ , _ m m W^ ~ al I W r Gmum I ' 0. - CD � u I ro I I -Cm c II I n L am J —ss° ,IVM 1213710 G'0 I mgo Im I 1__ _ N ��n � - z LL J 7 01 r a t0 o 1 II ait-- n W m I... j. m m ILI t I 1 L 1 m i LL w I rr-o- " LL fn m IL N i 3 'a I LL F-4. 1 _ IL O'Ll6 0. o� r LL-- - J J rT I N I I ONIMMU TTNA 9 ONIQnaTB UNn 2 I is I I .ua .Iza ns new 9Z_ uWT NDISN31X3 .1M .ua fm a _ y o I y Z f a a � m v � D o m Z , l c : � m w o I0 HEREBY CERREY THAT THIS PLAN, m A VITA ATTIVA AT SOUTH CREEK SPEORCARON.OR REPORT WAS REHSON9 P-I, SRmi 3 iO1 PREPARED BY ME OR UNDER MY DIRECT NO.DATE BY -p ON A Zm FARMINGTON, MN SIPERNSION AND THAT I AAI A DULY HCENSEO PROFESSIONAL ENGINEER UNDER o m x am A FARMINGTON 55+ COMMUNITY THE LAWS OF THE STATE OF MINNESOTA. PR-NARY PLAT CH N_ m _V5 2 OWNER / DEVELOPER: KRYSREL BLO W f s< VITA ATTIVA DEVELOPERS, LLC03-19-2021 49693 DATE ITC.NO. i �z E� 5133X5 133X5 O0 L 0$ Q LZ-6L-SO 31v0 Z t0-OZ 'ON BOf' H1M AB 03N'J530 9lNA9 NN�3H� H1N :AB NMtltlO : I � L__ p1� �Nc I n .m oa wasaniox3 xane 1__ _ r-- �ruxa HIg LL_ _ r I II � of O uj W r — n L_ CD0 p Z Z D o f G Ui-ni :� I @fin G cn O cn r m } z 0 0 n�:1 �y'a -o N �oz= n O N cm O I CD —` ---------------------------- =fflfi " 9 e � oA�msg M o y o �; mNoma3 0 5 g AiN(100 (INV JdlO 3Hl HilM 03ZIIVN13 (INV 031VNIOb000 3bV inoO,vl ONV 30NV41N3 ]ONO 03NOIS30 38 Ol OONN lMld WA 0NIOVH9 S310N ONIOVbO 90NN lMld 3'-gY,.7 H,L/JOS.LV{'At,GLY Y,LJA 6d 80111�I d071d - Al X-7" 70Yd1V02 1VOISOYY YIVb �'�LftIL11Y�lOdS �NI�I�l� I S 00'30.44'IN Ysp Via'z' s�co�F�yagFa Qg>� C--___ ---o..- _� rrr�r`ir= 11 rl rrr�r____ ______Fl _______________ II II —���- \\\ �' \\,�%' ♦�$a (gym I--I �t$[J����L77 ItL�_Ln o aRmv p "i Fomi�6pc moi' Poo AA LLF ��I�� Win', o n c -0MH >, o Hai a: E 'c` e p AF =F 1 LL�1 r m F o c 8 I t _u mN I c = t u R Q u � I u II Q r____, I I I I I I if n N i' I L JI a 11 { LL�JJ FEII ____fi c I 1 , m m x n m $6 i li �EEi. Flf ` I .a \ t PF p GRIME 0 ICA W \ E e `\\\ �� 1 ��$� Efts• �!�•,., Efl! EEE. 0 (\ \ \\ S 00`35'56'W VITA ATTIVA AT SOUTH CREEK I HEREBY CERTIFY WAT THIS PIAN, PENSIONS YEpFlCATION,OR REPORT WAS FARMINGTON, MN PRSU PERMS ANO THIAT I AM A DIRECT NO.GATE BY OESQtIP110N IJCENSED PROFESSIONAL ENGINEER UNDER m m x am A FARMINGTON 55+ COMMUNITY THE LAWS OF THE STATE OF MINNESOTA. a^ C] PRELIMINARY PIAT OWNER / DEVELOPER: KFYSR E.B- VITA ATTIVA DEVELOPERS, LLC Gs-is-zozl aeBB3 DATE I1C.N0. 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Save 4928 12,10 Box Elder Acer ne undo Save 4887 13 Willow Isaux sp. Save 4929 1 14 Box Elder Acer ne undo I Save 4888 17,17 Willow Salix sp. Save 4930 17 Box Elder Acernegundo Save BL*CH 4889 12 Box Elder Acer ne undo Save 4931 12,10,10 Box Elder Acernegundo Save ENGIN ER11NG 48% 12 Box Elder Acer n undo Save 4932 12 Box Elder Acer n undo Save " 4891 20 Box Elder Acernegundo Save 4933 16,14 Box Elder Acer ne undo Removea ,� 4892 12 Box Elder Acernegundo Off-Site 4934 17 Box Elder Acernegundo lRemove DRAW BY: KLB 4893 1 12 Box Elder Acernegundo I Isave 4935 12,9,9 Box Elder Acernegundo IRemove I CHECKED Br:IL. DE— KLB 4894 18 1 Box Elder lAcernegundo I Isave 4936 12,9,9 Box Elder jAcerne undo JRemove JDB NO. 20-DI 4937 8 Black Cherry lPrunusserotina I IRemove DATE Os-,s-z, 4938 14 Box Elder jAcernegundo 19 Remove SHEET SHEETS 23 �i3OT KNOB AND EATON AVE IS 50'ON FII-OT KNOB AFTER TRANBRION -T- T7CIF Z, d 41IJ R _E7. zv" F.6�56�1 z TYPICAL 32 FT STREET SECTION ALL STREETS WITHIN VITA ATTrVA ET AND SPRUCE STRE7 FARkil—ON,IOINNE HER, 4� y- Ld V) LLJ ae 0 a- LLJ OEM > LLJ Ln LJ > 11T� P- Z:Z � .................... 'AH111IIGTCN,MINNE1A < < ........... rol BWH ENGINFERING MUNI, III .. ..................... --@-- , - , . —:-j.1-Int ...... BA-BY�KW­ CHECKED El NO 11-1— A W.- 11— DESWED BY K. ——-------- JUS NO 20-01 M"I fAPM�J(I�RON � I DATE: OS-19-21 FARNI I ............ FAMI—INWON. ST S, MINNE10TA SHEET I— nz�l 1 9A�PANGTDN,WHNESOTA MINNES"A 'ARIAING10..YINNF,()i, TFAR 20 23 'ON'an 3ltla t—I lZo2-6110 O-n 'SHJdO13A30 VAI11V V11A }r� wane'n 3usANN '•I••�z o d' $ _ N a3dM3A30 / 213NM0 lvid AtltlNIWn3dd W � x o I 'tl1a53NNIW da M WS da SH.tln 3Hl woun ON—nvlss3doaa a3su3an AlINf1WW00 tSS NOlONW2JVJ V Anna tl Wtl uo ..M A.-IJ— N.--3.ns3a Ae _t.a'ou ladam Ary a a3Nn Ho 3ry -IJ— NW �NOlONWbVd S.ltl1 S.M. tla'wLLtlal 'Ntlnd SIHI 1tlHl A3LLlfla A®wN3HIAA33N0 H1flOS 1V Vhl1V VlA I ---------- it � -c $ Ia of € a 7 a7 tf .a — { II IIF p s00 it 5 i f E qY3 3 g O: 'I ;af! t ft 3s a a Q � �I' Int s � g t.� f' $g�t �� IF :�, {„ -_■� r� x€ .d t �i s 3g„j8�t fv g �p MIH I WIN - I a .... .. }}r II a � r gA r .fan Fa �.qes ��\e31 F, 4_ Ii _ III - 4°§ } -➢ I N! €I f !FE 1€t€� y YI €Fsl f t 9a€ >F s 3 LPgis ii - 3- I a Vi— IS`Fg°F �3 i 14 a ` � F l 3 t s �£ \ V _ •�a ..I„ �� Ik €F nz$ff�f �F� f a si) > z € v x v A cl o MAL- -A Z 1z' RL Faf13' d 5 5, —4— R! it 4 Z-i Hi YSF Eg ..........—$� �. € �_ � ��- �` ;'!;'�;.� � � � �gL, l _z ��-� � lei ;; � � .......... lg, "N. U1 ls� 4 011IN A T fi fl J.tl 77, IF al! ah To s iz VITA ATTIVA AT SOUTH CREEK I HEREBY GER—11AT THIS PLAN, RENS ONS 9CAnON.OR—ORT WAS PIR ARBY ME OR UNDER DIN ro m PERNNSION FARMINGTON, MN SUED ON AND THAT I AM AMY GUL CT N0.GATE BY —11p,IN Il INGTON 55+ COMMUNITY LICE SED PROFESSIONALPROFESSIONALENGINEER E 2" A FARM THE LAWS.1 THE STATE aE MINN P—MINARY KAT OWNER / DEVELOPER: VITA ATTIVA DEVELOPERS, LLC 05-19-2021 4989} DAM uC.NO STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCTION NOTES: THE DESCRIPTION OF INSPECTIONS AND MAINTENANCE: Construction shall be in accordance with the MPCA NPDES General Stormwater Permit for construction activity,plans, 1. The Pennittee(s)(either the owner or operator,whoever is identified in the SWPPP)must routinely inspect the entire Mn/DOT Spec.Book,Standard Specifications for Construction and the special provisions. construction site at least once every seven(7)days during active construction and within 24 hours after a rainfall The Contractor shall maintain a stockpile of erosion control devices at all times for immediate usage. event greater than 0.5 inches in 24 hours. The Contractor shall keep the inspection and maintenance log. See permit Part 20 for SWPPP record retention requirements.SWPPP must be kept on site during construction by permittee who has INSPECTION AND MAINTENANCE REQUIREMENTS MUST INCLUDE: operational control of that portion of the site. -Date and time of inspections.All inspections and maintenance conducted during construction shall be recorded within 24 hours In the event of accidental sediment or pollutant discharge,the City,MPCA local contact and/or State Duty Officer shall be In writing and these records must be retained in the SWPPP 5 notified. The MPCA State Duty Officer can be reached at(800)422-0798. -Name of persons)conducting Inspections. -Findings of inspections,including specific locations where there are recommendations for corrective actions. TRAINING REQUIREMENTS: -Corrective actions taken(including dates,times,and party completing maintenance activities), m -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 1.The Permittee(s)shall ensure the individuals identified in this part have been trained in accordance with the NPDES CSW properly maintained rain gauge onsite,a weather station within 1 mile of the project location,or a weather reporting system Rv Permit's training requirements. The Permittee(s)shall ensure the training Is recorded in or with the SWPPP before the start that provides site specific rainfall data from radar summaries. s o of construction or as soon as the personnel for the project have been determined. -See permit Part 6.1-6.4 for amendments to SWPPP. -Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto paved surfaces. a. Who must be trained: Tracked sediment must be removed from all paved surfaces within 24 hours of discovery(NPDES CSW Permit Part 9.12). i. Individual(s)preparing the SWPPP for the project. -Infiltration and Bioretention facility must be inspected for sedimentation. - ii. Individual(s)overseeing implementation of,revising,and amending the SWPPP and individual(s)performing -Discharges discovered during inspections shall be documented per NPDES CSW Permit part 11.11.E •?w? inspections. One of these individual(s)must be available for an on site Inspection within 72 hours upon request by a the MPGA. MAINTENANCE PERFORMANCE: po � iii. Individual(s)performing or supervising the installation,maintenance,and repair of BMPs. At least one individual 1. All nonfunctional BMPs must be repaired,replaced,or supplemented with functional BMPs by the end of the next business day on a project must be trained in these job duties. after discovery,or as soon as fled conditions allow access unless another time frame is specified that is not less restrictivercobG m It. Training content. The content and extent of training must be commensurate with the individual's job duties and than permit requirements.See permit Part 11.4 for specific requirements. Go�oh a responsibilities with regard to activities covered under this permit for the project. At least one individual present on the 2. Perimeter control devices must be repaired,replaced,or supplemented when nonfunctional or sediment reaches on-half the height of ,Fgmo�o a permitted project site(or available to the project site in 72 hours)must be trained in the job duties described in Permit the device. so- N�, Part20. 3. Temporary and permanent sediment basins must be drained and sediment removed when the depth of sediment collected reaches OEMc. Training documentation: on-half storage volume Eon.- I . Documentation must be recorded with the SWPPP prior to the start of construction. 4. All sediment deposits and deltas must be removed from surface waters(including drainage ways,catch basins,and other dminage -�d'u'i` II. Names of the personnel associated with this project that are required to be trained per Part III.F of this permit. systems)and the removal areas restabilized within 7 days. Ili. Dates of training and name of instructor(s)and entity providing training. S. Permanent stormwater treatment BMPS must be inspected and maintained per NPDES CSW Permit 11.3 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 POLLUTION PREVENTION MANAGEMENT: organizations,or other entities with expertise In erosion prevention,sediment control or permanent stormwater 1. Solid Waste: Sediment,asphalt and concrete millings,floating debris,paper,plastic,fabric,construction and management such as the University of Minnesota,Minnesota Erosion Control Association,Soil and Water Conservation demolition debris and other wastes must be properly collected,stored,and disposed of in accordance with Minn.R.ch.7035. Districts or the MPCA. This Includes any materials used for erosion control. 2. Hazardous and Toxic Materials: Includes,but Is not limited to:Oil,gasoline,paint and any hazardous substances must be EROSION PREVENTION MEASURES: properly stored,including secondary containment,to prevent spills,leaks or other discharge. Restricted access to storage Y �7_ (� areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in accordance with Minn.R.Ch.7045 W Z J 1. Temporary or permanent stabilization of exposed soils,including stockpiles,shall be initiated immediately to limit soil 3. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be J erosion whenever any construction activity has temporarily or permanently ceased on that portion of the site and will not contained and waste properly disposed of. af Ln V resume for a period exceeding 7 calendar days.(Permit Part 8.4 and 23.9). 4. No engine degreasing is allowed on site. Z w 2. The normal wetted perimeter of any temporary or permanent drainage ditch or Swale that drains water for any portion of 5. Concrete washout onsite: All liquid and solid wastes generated by concrete washout operations must be contained in a = 00 O- w the construction site,within 200 lineal feet,must be completed within 24 hours after connecting to a surface water or leak-proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter C) property edge.Mulch,hydromulch,tackifier,polyacrylamide,or similar practice is not acceptable stabilization in any ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground,and there must O Z t LU O J part of a drainage ditch or Swale with continuous slop greater than 2%.(Permit Part 8.6-8.8). not be mnoff from the concrete washout operations or areas. Liquid and solid wastes mus[be disposed of properly and in V)O� WLLJ 3. Use check dams along length of conveyance channels.(Permit Part 8.7), compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to Inform concrete equipment 0 w 4. Temporary or permanent energy dissipation devices must be Installed at pipe outlets within 24 hours after connection to a operators to utilize the proper facilities. Q Z Z 0 5. Temporaryurface atr.or permanent ditches or swales that are beim used as a sediment containments stem Burin construction must be 6. Building products that have the potential to leach pollutants must be under cover.(NPDES CSW Permit Part 12.2) P 9 Y 9 7. Pesticides,herbicides,Insecticides,fertilizers,treatment chemicals,and landscaped materials must be under cover. stabilized within 24 hours after no longer being used as a sediment containment system. (NPDES Permit Part 12.3). Q Z LTJ 8. Portable toilets must be positioned so that they are secure and will no be tipped or knocked over.Sanitary waste must be disposed Q Z Z Q SEDIMENT CONTROL MEASURES: of properly in accordance with Minn.R.ch.7041.(NPDES CSW Permit Part 12.6) D_ 3 9. Spill Prevention and Response Requirements:Adequate supplies must be available at all times to clean up discharged materials and � O Q 1. In order to maintain sheet Flow and minimize rills and/or gullies,there shall be no unbroken slope length of greater an appropriate method must be available for recovered spilled materials.Spills must be reported and cleaned up immediately as than 75 feet for slopes with a grade of 1:3 or steeper. required by Minn.Stat.115.061 using dry cleanup measures where possible. Q > 2. Sediment control practices must be established on all down gradient perimeters and upgradient of any buffer zones.These practices shall remialn in place until final stabilization has been achieved and the Permit NOT forth has been Submitted FINAL STABILIZATION: to the MPCA. 1. Permanent stabilization of exposed soils,Including stockpiles,shall be initiated immediately to limit soil erosion whenever any 3. Temporary soil stockpiles must have silt fence or other effective sediment controls,and cannot be placed In surface construction activity has permanently ceased on any portion of the site and will not resume for a period exceeding 7 calendar waters,including stormwater conveyances such as curb and gutter systems,or conduits and ditches unless there Is days. a bypass in place for the stormwater. 2. The permanent stormwater treatment system must be constructed,meet all requirements,and operating as designed. 4. Vehicle tracking of sediment from the construction site(or onto streets within the site)must be minimized by 3. All sediment must be removed from permanent stornwater management system and conveyance systems. Best Management Practices(BMPs)such as stone pads,concrete or steel wash racks,or equivalent systems.Tracked 4. All temporary synthetic erosion prevention and and sediment control BMPs must be removed. sediment onto paved surfaces must be removed dally,at minimum. 5. See Landscape sheets for turf establishment. T�,r� 5. Per Part 9.3,if down gradient sediment controls are overloaded,additional upgradient sediment control practices 6. Final stabilization is achieved by a uniform perennial vegetative cover with a density of 70%of expected growth over the entire Bl7�l.L 7 or redundant BMPs to eliminate overloading must be installed,and the SWPPP must be amended. pervious area. ENGINEERING 6. See permit 9.6 and Part 11 for Instructions on re-installation of sediment control practices after they've been adjusted. DISCHARGE TO WETLANDS: 7. See permit Part 9.7 and 9.8 for instructions on the removal of storm drain inlet protection BMPs. B. Direct discharges from BMPs to vegetated areas,unless Infeasible. 2. If there is a wetland Impact caused by filling,draining,excavation or inundation,how has that Impact been addressed by permits or other approvals from an official statewide program(U.S.Amy Corps of Engineers 404 program,Minnesota DEWATERING AND BASIN DRAINING: Department of Natural Resources,or the State of Minnesota Wetland Conservation Act)?If the Impact is considered �.• v�^�^•^m exempted or non jurisdictional by theses programs,how Is the Impact in conformance with the sequence mitigation oBAxry ar: KLB 1. If dewatering is required on the site,there must be a plan in place to prevent nuisance conditions,erosion and inundation of requirements of MPCA water quality standards in MN Rule 7050.0186 CHECKED BI Kus wetlands. <https://www.revisor.leg.state.mn.us/rules/?Id=7050.0186> DESIGNED BY:Kta 2. If using filters with backwash water,backwash water must be hauled away for disposal,returned to the beginning of the MISCELLANEOUS: Joe No. zo-oi treatment process,or Incorporated into the site in a manner that does not erode into runoff. 1. Conventional erosion and sediment control to be used.If neccessary to use chemical treatment,permittee must follow guidelines as DATE 05-19-21 stated in NPDES Permit Part 9.18 SHEET SHEETS 2. No Site assessment for groundwater or soil contamination required. 23 1 23 Ph�4SINC ZXffIgIT YZT4 47TWU AT S'O&T11 CRJX',r 1 LEGEND l \ !r} R. I I � I \ A \ \ i DON ALD L PETERONS FAMILY LTD PARTNERSHIP i PID\140360033010 f 1 ! •....rwu I!j l _ ! 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SEE ARCHITECTURAL IMENSUM ECR EXACT NUSPADX _ L SINGLE UNIT OT( DNENSONS VARY.UPGESi PAO 511E GIRDING HOLES: / ' // ' EROSOI CWn1OL((AW UNDSCA%NG)N^1ES ONE SNDE LOT(SEE DYEN9ONED HOUSE PAD ON RAN SHEET)CAN RpL%�TP�T 1.THE ODIJTRACTGR 11 SPECIFICALLY CAUTIONED THAT TRE LOCAIgN AND/OR ELEVATON Oi'ERISTNG UTIJTIES AS SN01Wl ON THESE PUNS R BASED ON RECDRDS OF TIE VARXIUS UTD1Y 1.ALL DISTURBED AR.9 TO BE SEEDED ND MULCHED.EXCEPT AS NOTED IN MWBFR HAVE MAR HWS LENGTH di BA.S]'.ALL OTIFR SWGIE UNIT LOTS COMPANM AND NNERE PU55IBLE MEASUREMENTS TAKEN IN THE FIAD. THE INFORMATION IS NOT TO BE RELED ON AS BONG EXACT OR COMPLETE THE CONTRACTOR SHALL VDHEY TUE a BELOW, 3. SIDED TO ALOUSE UNTIE IAF 84.NOISE OPTDI OF ae'UNIT L. DRANK BY:X. m, fISD LOCAT.OF ALL PUNK AID PRNATE UT1UTES PMOR TO OENB NCTION.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT(BSt)MA-0002 L MAXI TYPE 1(DSK ANCHORED)IN dS1 BM AREAS OTNER THAN SEE AND ]ALL CUT OR F-MGPES SHALL SE 3:1 ITER UNLESS OTNERRASE NOTED. INFRYRATOI AREA. •` IA1 CHECKED BY:K. .PR"N'G GRA N—T'R.T"V'tS SNONN''AT 1 FOODrHIN RTFNVALS S YED NNDDT TYPE 3S-1St,AT AATA RATE OF et LB/AG — '•J 5.IF ANY EXISTING STRUCNNES TU REMAIN ARE DAMAGED DURING CONSTRUCnOI IT SMALL BE THE CONTRACTORS RESPONSIBUTY TO REPAIR AND/OR REPLACE TIE EXISTING STRUCTURE AS 4.OED NMN PDOT TYPE ES 1NE3 rtBN1'LL mAHATE TO HTD'3 LB/'OZZSE ON POND NOTION AND DESIGNED BY.KLB 6 RY TO RETURN IT TD NFORMATOI TXANEN FROM OTIONS BETTER. S.1MLL AOPE9 STEEPER MAN 4,1,SHALL BE RESTORED NTIMSEED AND PROTECTED P S •„ JOB NO. Z0-01 L S)RREY BY LAND SIRVEYORS.IF CDITRACTDR DOES ND^NC PTT.1-1 TOPOGRAPHY AS SHD.OI TIE PUNS.—OUT EROSON CONTRDL BLANKET PER YnDOT SPEC.35- HP P EXCEPTION,MEY ISNALL HAVE MADE,AT TIDR EXPENSE A TOPO.PHK:EURVEY BY A REGISTERED LAND SURVEYOR TO TIE DANER FOR RENEW. B.USE NOOEGRADABIE EROSION CONTROL BLANKET O1 POND ROPES MULCH ON DAIS O4-15-20 ].CONSTRDCTON SHALL COMPLY WM ALL APN[ASE GOVERNING CODES AND BE CONSTRUCTED TO SAYE Q B.ALL OSTURBED AREAS NTIIN TIE RRUC Rlpli OF WAY SHALL BE SODDED, J�N�NINIZE SGIL CO4PACTON IN SWALES AND PWD. 1 4 _ B ALL SIR ED AREAS—IN TE RIDIT OF WAY SHALL BE SOODED. O )Gl) ZGO SHEET SHEETS I e.SEE SWPPP FOR TEMPORARY STABILIIATOI REDUIREMENTS. 8 r1 Z 10, TND ROWS OF SILT FENCE ALONG WETAND TI PROPERTY LINE LJ