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Home My WebLink AboutDevelopment Application ft 0 u 2024 4Er R1-e�et�een ADD tt 0 9A24 vire City of Oak Park Heights 14168 Oak Park Blvd N. •Oak Park Heights,MN 55082 • Phone(651)439-4439 • Fax(651)439-0574 Development Application RECEIVED MAY 13 2024 Type of Request(s): it 2 - 0 Zoning District Amendment 0 Home Occupation (D( 121Conditional Use Permit ' ® Site Plan/Design Guidelines Review o l—' ❑ Variance:Single Family Residential ® PUD Amendment ❑ Variance: Other Residential/Commercial ❑ PUD Concept Plan Approval ( -''T" /Industrial 0 PUD General Plan Approval " h �. Subdivision: Major 0 Street Vacation S 5& r ❑ Subdivision: Minor 0 City Financial Assistance ❑ Comprehensive Plan Amendment , ��ssys1 09 Base Fee: Cj, Escrow Amount: 4 a 1, 0 v 0 Street Location(Address)of Property: 58th St.N Legal Description of Property: Outlot A Brackey 3rd Addition This Property Is 0 Abstract 0 Torrens(Certificate#) Property Identification Number(PIN, PID): PID#0502920220024 OWNER INFORMATION Name: Robert Brackey Address: Street: 80 Arlington Ave.E City: St.Paul State: MN Zip: 5i117 Email: Telephone: Home: Business: Fax: Other: APPLICANT INFORMATION "I Name: Hampton Companies Address: Street: 1824 Buerkle Rd City: White Bear Lake State: MN Zip: 55110 Email: jeremy@hamptoncos.com Telephone: Home: 651253.8924 Business: Fax: Other: 51.210 4./ i , 1 Owner/Applicant Initials City of Oak Park Heights 14168 Oak Park Blvd N. • Oak Park Heights, MN 55082 • Phone(651)439-4439 • Fax(651)439-0574 Development Application Page 2 Description of Request(s): 3 0 , l d• CA Si & k r 'r/v 1—'0 L , ict„- C If a request for planning/zoning action on the subject site or any part thereof has been previously approved, please describe below: J rr e. r,� e� 1- mac.( 0,5 GL 0 J 1 04— GENERAL CONDITIONS Application Review: The undersigned acknowledges that before this request can be considered and/or approved, all required information and fees, including any deposits shall be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees have been submitted appropriately to the City. Professional Fee Responsibility: It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s)will be promptly paid upon receipt. If payment is not received from the applicant,the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if it becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of the application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assesses against the subject real property if unpaid by October 31st of each year. Property Address: %A ST �� Date: 7 I g( c)-(1 Owner Signature: .bAft- Owner Printed Name: R0 /_' G /`6c i r / Date: � I �1�..0�.y Applicant Signature: Applicant Printed Name: Jt CNBC),_' FOR SECURITY PURPOSES,THE FACE OF THIS DOCUMENT CONTAINS A TWO-TONED COLORED BACKGROUND AND MICROPRINTINGIN THE BORDER HAMPTON COMPANIES LLC Wells Fargo Bank,N.A. 8458 1824 Buerkle Road White Bear Lake,MN 55110 04/08/2024 PAY TO THE ORDER OF The City of Oak Park Heights $ **2,550.00** ***Two Thousand Five Hundred Fifty Dollars*** DOLLARS The City of Oak Park Heights 14168 Oak Park Blvd.N. Oak Park Heights,MN 55082 United States MEMO AUTHORIZED SI SECURITY FEATURES INCLUDED.DETAILS ON BACK r 11'0084 5811' 1:09 L0000 L91: 7 2 509 266441' HAMPTON COMPANIES LLC 8458 V-00645--City of Oak Park Heights 14168 Oak Park Blvd.N. Print As:The City of Oak Park Heights Oak Park Heights,MN 55082 Wells Fargo WF 5681 6644 Date:04/08/2024 Date BIH# Reference Number Acct Memo Department ID Location Amount Entered Amount Paid 04/08/2024 040824 Application Fee 52700--Fees-SAC/WAC/Wate Hampton Exteriors LLC $2,550.00 $2,550.00 Net Arnount $2, 0.00 RECEIVED APR 8 201. 1 City of Oak Park HeightsAM PM ........._... .. . FOR SECURITY PURPOSES,THE FACE OF THIS DOCUMENT CONTAINS A TWO-TONED COLORED BACKGROUND AND MICROPRINTING IN THE BORDER HAMPTON COMPANIES LLC Wells Fargo Bank,N.A. 8457 1824 Buerkie Road White Bear Lake,MN 55110 04/08/2024 PAY TO THE ORDER OF The City of Oak Park Heights $ **2,00000** ***Two Thousand Dollars*** DOLLARS The City of Oak Park Heights 14168 Oak Park Blvd.N. Oak Park Heights,MN 55082y United States *`y MEMO AUTHORIZED SIGNATURE as SECURITY FEATURES INCLUDED.DETAILS ON BACK Uo 00084570 1:0910000 L91: 7 2 50 9 266440 HAMPTON COMPANIES LLC 8457 V-00645—City of Oak Park Heights 14168 Oak Park Blvd. N. Print As:The City of Oak Park Heights Oak Park Heights,MN 55082 Wells Fargo WF 5681 6644 Date:04/08/2024 Date Bill# Reference Number Acct Memo Department ID Location Amount Entered Amount Paid 04/08/2024 040824 Escrow 52300--Son Costs-Apprai Hampton Exteriors LLC $2,000.00 $2,000.00 CITY OF OAK PARK HEIGHTS EROSION CONTROL NOTES: SWPPP NOTES: LEGEND: 1.RE.SERVEO FORCm SPECIfq ER0.510N 0?ufR0. NOTES. 1.ALE%ISTING UTNM LOOATgNS SHDNN IRE APPRG%IMATE. CNiiPGi 'GOOIER STATE ONE CA1L' LOfATIONS. OR 80615tTOR E% 1.00NTOLR ELEVATQN INTEAVA R REPAI deH WiIOR TO CONSTRUCRON.THEDOURING RSNALREP IRU"ON T xJT TUCOIITOURELEVATgNIMERYA AT ROTHEE AM'IRILRIEETW1i PAE DPMAGED DURING CONSTRUCTION AT NO COST ~ dWNAGE PIiROW NT i01NE OWNER. MINIMMROLPREMENTS.A TIONSURES CONTMN DINFIED HISSIONANDSETHE MINIMUM NTS. AOOITIONA CONTANES IN THIS U SE OF C PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSIRUGTION. REOUR ED DUM REWIREIONEG NODES R. THIS PROJECT IGGRIS .................... SILT FINCE IhgROLL GRADINGLIMIT PERMO.CIXRRACi0YTHESPONEISLE FOR OBTNNIHGPM'ER0.510N CONfNOL MSIFNNSMFOCREINDING PERMNS REpUEED BY IHECm. INLET PROIECMW 3. SEE SHEETS SWI 0. SWIS FOR X1 EROSION CONTROL NOTES, DFSgiIP11U1S 't'.,1>'% i�,Jy^�..,k;j STPBILRED CONSIRVCTIDNEMRANCE Nmw MleYe b210W. 1'-3PNO' d. SEEGMONG PLW FOR AODRgNLL GFAwNG AND EROSION CONTROL NOTES. Callbefmywag. tSff D 3Y4 S. WNIRACiOR IS PESFONSISIEFIXt SWPPP IMPIEMENEATgN, INSPECTORS, rI_ T� T� 1 INOLWPUNiCE WGH NPoES PERMT, I EROSgNCPNRiq.BUNXEi w. soon w�«.oa wam vany, . NN E&1 ssdzz Z F = o C7 W Z 2 Q LLI � a ui (7 0 0 O W o UW 2 a Z3 W Le O -a a. H �r aw xn DO m N a m O J F 0 I HEEMY URTI%TNT TH. PLY1. N£GIFI TOH.ORRERYRw FISPeAID RY ME OF uN. NY w1EC! 911FFRV.OH ANO THAT. MIA WAY IKENSE. FPOFESSKIW FNGINEFA VNGER THE MGF MESTATEOF flCpttl AL mreQ.Srzd2d ra. 5N11 I REVISION SUMMARY I SWPPP - EXISTING CONDITIONS SW1.0 \-^`\ I UBLE (; ',• 'r \ SILT \SURROUNMW5 +++N ia. e,7 SNlLE d INLET PROTECTION AT % TRENCH DRAIN, TYP INLET PROTECTION AT S CATCH BASINS. TYP I I I I I I I i \ � d 1 - - -- - EROSION CONTROL+ A•_• ATCONSTRUCTION: \ T UMIrS.IYP. i • AI SPECIFIED EROSION AND SEDIMENTCONTROL PRACTICES, AND MEASURES SWPPP NOTES: LEGEND: CONTAINED IN THIS SV.'PPPARE THE MINIMUM REQUIREMENTS. ADDITIONAL 1111EYJSRNGLINLRYLOCATIONSSHONNMEAPPRO%IMAIE. CONTACT x O PRACTICESMAYSEREQUIREDW INGTH RSEOFCg STRULTION. EK 1'COMa&t ELEVATIOVINR:RJAL NFIOMS PRIORTO 1137 1.0LCNT0UREtEVATQNINIERVPL CITY OF OAK PARK HEIGHTS EROSION CONTROL NOTES: I+EPLALE° WILIREST TARBDnxu DURIWCM RucnavATW=T DRA)NAGEMROy TOTHEOM114M. o CL 1. RESERVED FORLITYSPECIFIC EROSION COVTROLNOTFS. O W o }, ISGORISRTHANONEAFME MINGE BEAN MPG4 •••••••••••••••••••• SILT FENCE(BpROLL-GRADING OMIT z� PMW.O.ECT NPCfS PFAMIL.CONTRACiOR ISRESPoNRBLE Fat OBTAINING ANYEROSION /••\ 0❑ S CaRRCI FT:RAIN$REWIRED BYTHECITY. IL w INIETPROTECIpN 0 3, SEE SI£EiS GNY.O-$1N1.5 FONAllEROSIONCONTROLNOTES, bd O 1�1 IV OESGAIPOONs. ANO PRACTICES.a?'T,4:-�,`_j ID srABLL6EDCONSTRUC110N ENTRANa d. SEE GRAMNG PLCO MR ADdT1 BMW EROSION CONTRCI. N m KnoN w0e1'ebBIOW. 1•=3PV NOS' Callhefore oval. Y 9 O 1Y.T 0 SOD' 5. CaR TMISRESPONSIBMFORSWPPPINASMEMAT ,INSPECTKKIS, exnrrvml uurc umuuPllFR wvuR - if � _ _ 1 _ _ _ _ _ EROBIGN fIJNiROLBLPNI�T PERIMETER EROSION CONTROL ATCONSTRUCTION -T< II I� II I � I I TPROTECTIONAT- CONSfRUCRON LIMBS 1 i cXaASINS CONSTRUCTION ENTRANCE R O U P Mdl A W, n Wleo A. CdUen Valley. NN SMii iii 1 REVISION SUMMARY 1 SWPPP-PROPOSED CONDITIONS SW1.1 .7 Z 2 r x O o W x N Z W a w o CL �H V O W o O m It 2 < z� W 0❑ S IL w Q W ID m Q N m 0 O iii 1 REVISION SUMMARY 1 SWPPP-PROPOSED CONDITIONS SW1.1 .7 E%ISIINGCUfd3,PATE,BOX T OF DIRT OR COMPOST TO civilSlte ANDGRATE EXISTINGGROUND EMBEDRIk1. G R O U P OVERFLUNIShOFTHECURS BUREAUj m OIRECTIO.N OFROW CIM F,1-1ly-9 ',-LHE, BOXPEIGKT FILTER FABRIC AS SPECIFIED A PlTtum SOON 011e ue OYERFLONATTOPOF FILTERASSEMBLY �FILLERASSPEGFIEO M. Yaley, MN 55422 E%ISIINGCUfd3,PATE,BOX T OF DIRT OR COMPOST TO 4.IFMMTLq.EROLLSNEEDED,OVE&1PBYMIN.ITATE MMDSTN ANDGRATE EXISTINGGROUND EMBEDRIk1. 5.SILTSHLLLBEREMOYEDONCERPEACHESMO THEHEIGHTOFTRERO MMOEEMEONECEBSMY 2COMMCTMSMLLPEMOVEOILACGUNUTATEDSEDBENTMDOEBRLBFRWTHESIIMACE(IFTHESYSIEA BUREAUj m OIRECTIO.N OFROW BYSITE LOVIMCTONIO MNNTAW PRCPERNNCTW. J F MIN CRUSHED STONE P 3. REFERENCEARPE VNIEYSTANDARDPLFTE ERO4C. �T@MINIMUM BASTING CURB INLET FILTER WMCENSTMESIlX2•XiB•MIN PIACEDIl MENMSTAUEDWGRWND IFBNSTALIEDON SEDIMENT BIO -ROLL / COMPOST FILTER LOG FlLIFA ASSEMBLY OIAMETER6 WN.VTO.C, SMDBAGS BEHINDANDONIOPAT lf<< ONGRACEIPAT LOW FgNT HJR; RFFGNFIX£fk FLMV 1.CWPCGTFILTERLOGS(&0ROLLS)SHALLMFILTRENXEROSIONCONTROLSO) MA RMOEWAL �OF IOfIAWlR 91V➢BNY 2.COMPOSTFLLERTOBEMADEFRWACWP BLElA30%LO%GMDE2(S%CM)AIABD -M —� HIGNRUMFABFIC PMTALLYDECOMPOSEDWOCOCHIPSFERWWTSPEC3 7. 3FIMRFABRICSHALLBEGEOIEATLEIMREDWA RALWIMMAX.OPENINGSOFBO•, MEP POS S@VOC. NOTES; 4.IFMMTLq.EROLLSNEEDED,OVE&1PBYMIN.ITATE MMDSTN i.REFACEINE GRATEUFWCOMPLETEINST&LI M6MLETMnMIMFABRIC. 5.SILTSHLLLBEREMOYEDONCERPEACHESMO THEHEIGHTOFTRERO MMOEEMEONECEBSMY 2COMMCTMSMLLPEMOVEOILACGUNUTATEDSEDBENTMDOEBRLBFRWTHESIIMACE(IFTHESYSIEA PLA 36R BYSITE LOVIMCTONIO MNNTAW PRCPERNNCTW. AFTEREACHSTORMEVENTMDATTHECWPLETIMOFTIECON .. F MIN CRUSHED STONE 3. REFERENCEARPE VNIEYSTANDARDPLFTE ERO4C. �T@MINIMUM BASTING CURB INLET FILTER SEDIMENT BIO -ROLL / COMPOST FILTER LOG FINISHED GRADE 4 NTS NTS RFFGNFIX£fk FLMV �OF IOfIAWlR 91V➢BNY —� 35'R L MEP POS S@VOC. a 2 F AK\ /1 SEDIMENT FENCE a FILTERFABRL WITH VARE BUPPORTNET >+ ASSPEGSTA TOL�� T10N � � NETALPQBTM i SPECIFIED. PROFILE NOTES. 1. PRONDE APPROPRIATE TRANSITION BETWEENSTMIUZED CONSTRUCTION ENI AND WlMSNFBED ROMYYAY, 2. THE ENIRNCE SHALL BE MAINTMNED W A C011l MHICH WILL PREVENT TRACKING OR FLOVANG OF SEGMENT ONTOUMDSRURBEOROAONAY. TMSMAYREWM MRIODICTOPIXVESSINGWIIHADDITIONRLSIONEMA ING $iTIELENLFTHEENTRANCE 3. RPNRMDMMMSUSMMMKR. d. LLSOMVILLPDWAED,ORM OONgRNAYMBRMWM gfECIEDBYHEENGNEER. S FINN LOCAMMDI BEI-lTIWSRNLBECOOR,MDI WIIHiNECRYTOMMCONSTM 2118. ACINITIES. e CRAWEDSTONESHAt BE 1-1?&A CLOSE GRADED,MDINACCORDANCETOMNCOTSELTION 2118. Z STABILIZED CONSTRUCTION ACCESS NTS 'B' TAIN THETFENW FULL OFSDIL SE W PE VB1H ROVION STAPES. TRENCH TNG,4•GOWN FRW _ C' OVERIAPBURY UPPER END OFLOWERSTRIPASIN'A' AHDTOP ST IPI' DSIOOF TOP STRPVMp STAPLE — YY FIWSIWSttfP.FODOFMATTING BIRtED INSLTIRENCIINRO TMLELEFOVlON STIPPLES.UES. PADESTAP£S2FEETARART TOIffFP WTTNG PRMLY PRESSEDTOSOII. EROSION BLANKET 3 NTS •A• BURYTHETOPENDOFTME MATTNGINATRENCHVOR MORE IN DEPTH F NOTE'. I. PLACE STARES 2 FEET MMT TO NEEP MATTING FRALV RRESSEO TO SOL. IYRCAL STAPLEpO GMIGE vnRE SUPPORT NET: I2GCWEa•rr z WTREHODIQD WTO �TO VNRESUPPORf NET PREFgWED CHMNELSON PLA 36R z TO CONSTRUCTION MEA F MIN CRUSHED STONE �T@MINIMUM BASTING FwBTINGWaxm UNDISTURBI FINISHED GRADE rGEOTEXIILE FILTER llet>l I@vlwE I FABRIC rsFFEowIE ROADWAY PROFILE NOTES. 1. PRONDE APPROPRIATE TRANSITION BETWEENSTMIUZED CONSTRUCTION ENI AND WlMSNFBED ROMYYAY, 2. THE ENIRNCE SHALL BE MAINTMNED W A C011l MHICH WILL PREVENT TRACKING OR FLOVANG OF SEGMENT ONTOUMDSRURBEOROAONAY. TMSMAYREWM MRIODICTOPIXVESSINGWIIHADDITIONRLSIONEMA ING $iTIELENLFTHEENTRANCE 3. RPNRMDMMMSUSMMMKR. d. LLSOMVILLPDWAED,ORM OONgRNAYMBRMWM gfECIEDBYHEENGNEER. S FINN LOCAMMDI BEI-lTIWSRNLBECOOR,MDI WIIHiNECRYTOMMCONSTM 2118. ACINITIES. e CRAWEDSTONESHAt BE 1-1?&A CLOSE GRADED,MDINACCORDANCETOMNCOTSELTION 2118. Z STABILIZED CONSTRUCTION ACCESS NTS 'B' TAIN THETFENW FULL OFSDIL SE W PE VB1H ROVION STAPES. TRENCH TNG,4•GOWN FRW _ C' OVERIAPBURY UPPER END OFLOWERSTRIPASIN'A' AHDTOP ST IPI' DSIOOF TOP STRPVMp STAPLE — YY FIWSIWSttfP.FODOFMATTING BIRtED INSLTIRENCIINRO TMLELEFOVlON STIPPLES.UES. PADESTAP£S2FEETARART TOIffFP WTTNG PRMLY PRESSEDTOSOII. EROSION BLANKET 3 NTS •A• BURYTHETOPENDOFTME MATTNGINATRENCHVOR MORE IN DEPTH F NOTE'. I. PLACE STARES 2 FEET MMT TO NEEP MATTING FRALV RRESSEO TO SOL. IYRCAL STAPLEpO GMIGE vnRE SUPPORT NET: I2GCWEa•rr NLTen F,RSFRSS'EC WTREHODIQD WTO �TO VNRESUPPORf NET PREFgWED CHMNELSON CLIPS 1lDC. PoSTSM SPECFIEO. 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SWPPP AMENDMENTS (SECTION 6): 1 ONE OR UK Pµ,DTF, S BESOUGHT N NEXT 11, 2A OR TBM 2120 M NOTHEN OUAM111I I.T. MUST COM IE M1 SMN pIAHGES. CH Wt51MKKV NG T E NEBCF MESS STRANGE%S.1P MJSF IxU W E A JUSTFICAIKN GROUNENG NAV THE PEPXEMEM OMP IS ERECTI FUR THE 511E CWUCFEWSFNS. 2. PERWIF iESIMT NM FAV THE E. TO PNY110E 1LgIKRVM1 dR WONGIED BMDS AS NECFSSµY IOCdNER RCSDMS IOFATIFIED ON PN%EES STATUDGY6 WRNENER THFAE 6 AOHM'O£ N DESIGN, GONSnRUCTMN, ORMAT%MN WANE 1WEATHER OR sFAW'W CONENTO1G INNNG A SIGNIFIEWR EFFECT ON THE DISCHARGE OF RLLMµ5.IARTACE WAIERSORGPd1NO1VATER. $PER ITIEEs..I AMWJ TK SWARK TO FAUCE .-M MWIFEC&A3 AN NECESSARY TO GOST PROBLEMS TENI OR MXEM SINATCTS Wr1ENEYCR I NSFEGTONS OR PARTEATONE BY THE ST ME, OB, CHNMMdM PI USEPA OR M. GRTALF INDICATE THE$ W KNOT EFFECT% IN DµNOTINQ ON SCNIFICAMLY rvNICHGINE GERMANS O POLLUTANTS TO SURFACE WATERS ON PSWCNATUR OF TE NISCNµGE6 ARE CAUSING WATER 01WNY STA40MN EMCEED. IE. G. NUISVRO CONS IKKS AS DEEWEO IN MRN, R.'MA.QUO, S9R.21 dRiNESWTW ISFgT U%ISISTEM NRIXTHEC&Ecm£sa AIISFPA AWPDJED nKI. BMP SELECTION AND INSTALLATION (SECTION T): 1. PFAMRFES Wbi SEI£R. MISTNI. MPo IYJMWLiNEBLP6 CEN11FEDINTESAlW NNINT0.5FBA10 W µ A9RWRWT:0.'DiNCOOVd MVN6i NC W ALCUNMA"E NIMPEEVOMMWL£ACMEDSIECEIGMNO µ0 pGCFPIEp BYLIEFAWOPRMIICFS. EROSION PREVENTION (SECTION 8): DEWATERING AND BASIN DRAINING (SECTION 10): INSPECTIONS AND MAINTENANCE (SECTION 11): AN00ESGRBETT E LOCATKW OF THE NAGRANGE (IE.COCOR C ORSETREDOM BUSPENCREOURTMENEEN. AND OTHER CENUMS WCICAJONE OF Pa-WFANFSI. AND p. M'YMIENdAEM Mi ES PPMd EDMAP SIATOFTIEINSPECTIONMUSTBEmCAWEMEOM FIGURED IN SECTION 6 WITHIN SPAIN M CALENDAR CAYS. POLLUTION PREVENTION MANAGEMENT(SECTION 12) I. ffAMITIEES MUST RACE WADING PRODUCTS AND LANDSCAPE MAMMOR UNDER CORSE(EG. BOURG SHEETING OR TEMPORARY N.G)CR PROM. THEM MY M. EFFEGTW MEANS DBAGNED TO WMWII CONTACT YAN SWANNNAIFN PERMITTER ARE NOT REQUIRED TO GOYER OF PUSTECT MOBLACT$ WANT BASE EITHER NOT A SOLACE OF CONIAMINATIId! TO srdUAvusP ON ARE DESIGNED TO BE EXPOSED TO srdUlwnrER 2. PwOAINFfS"1 PLACE RESTOCK FEBUSS AS AND MA NI CHEMIGLS SHEETS COVER IED, RUSK SEEING OR TEMPORARY BOOST OR PROTECT DEM BY ONSTARIY EFFECTIVE MEAVS FICERED TO WHNIIE CGWITMES NST SIGNS 1 PEPoMTIEMMAS15rCPF MYARA7, .K ANIFAVIBAND iOtlL WASTE, 111%LUUNGSIT, dE56 FUEL, GASOLINE, LF%RUWAEM ASA M1KA91E $ 4FAURTEE6 MUSL PCORgN pORFA9E iUIE'I6 9'J TEY ARE 6EGOPF µD WILL HOF TP Ut BE µW (EO OhA PAW MU6i FPOEPtyp5Po$E yYpiµY WISIEINACCpID0.YCELMXWKKR.IX RUN. 6. P9WRTEEIFES W6TTAHEPEAGWA81E6TEPsioflIEVFNTTIIEUSCMµf£OFSROEogi LEANEoc11FAIIfIL4. INL1LpNG FL4 FF W PM' NEAWrtAE OEMKNb OP FUD LNLL BE L04[EO OR UNLOAOE01 W101NG TE I%E CF DW. 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B PEPoARTEES MLRT Pfl W DE EFFEG)M1E LORNAFNT FM NU L%NPU ANO SOIO WARTES GENEMTEIIVWASENT GRPATONSIEG.CUNAEM.S1UL'N.PAW"PO gpFASEgLS CURINGWl0}DBANO HEACCMMINUCTW M+IFAIN6REw1FDroTlEO]161RIICIKN A4TVIIY T'GWITR£$M15TPEYDIrWJI0.WJ 5QaWA5WYJT WA4ITESFKMCWTACIINSIHEGRUWDµGMI5i CE5KLITECWIUMAEMSOrt COESNUiflEG0.i W W.M: FWYA11EwAWpIRG/9NTKKISgi ABFAS rEPoATTTEE0MJ.4ITPhP^ ET4rg4'QSELauloAro&%o w)91ESIx CCILTY, wrTXTRCPnUE6, FEP1811EFSMusT AKTN1Asx,W WaCATmGTfE LOGTKKH CfT1EwAAKVI FACMrY PERMIT TERMINATION (SECTION 4AN0 SECTION 13): AREAS AND QUANTITIES: PROPERTY OWNER IS RESPANSISIE FOR THE LONG TERM OPEMIKN AND MAINTENANCE OF THE PROPOSED SORMVAATER SYSLELL 2PARNITTEMMUST SUBMIT ANOT WITITYMGAS AFTER SETTING ONMETANSE LEGUTYTPANSFEImmGTHE RIDGE C1 ilSite TRAINING SECTION 21 OWNER INFORMATION PROEOSEDCO Y DESIGN ENGINEER: ROBERT A LATTA, P.E. HAMPTON COMPANIES SUILDINGCOVERAGE ALLPAVEMENIS G R O U P, TRAINING COURSE: DESIGN OF SWPPP 1824 BUER%LE RD libN MAIN OF, En9mee,ng NMA^➢ 1anEUTT,. Nml 0196 TRAINING ENTITY: UNIVERSITY OF MINNESOTA WHITE BEM LANE, MN SET 10 261,143SF 100096 CHAIRMAN INRTRUOF CONTACT: DAN BROWN OSF 5000 Oennvob N 551 Gdben Valley. NN 55a23 TOTES TRAINING NGCOURSE :042022 851-2004365 TR WING TOTAL TRAINING HOURS: 16 612-815-Mfl0 E%PlRrtnaN: sGtrzou AREAS AND QUANTITIES: PROPERTY OWNER IS RESPANSISIE FOR THE LONG TERM OPEMIKN AND MAINTENANCE OF THE PROPOSED SORMVAATER SYSLELL 2PARNITTEMMUST SUBMIT ANOT WITITYMGAS AFTER SETTING ONMETANSE LEGUTYTPANSFEImmGTHE RIDGE E%TSTNOONCHTON OS O% PROEOSEDCO 84,277 S 31.996 SFFEAREAGLNIATONS SUILDINGCOVERAGE ALLPAVEMENIS E%ISTINGCONDITION 0 S 0 S am OD% PROPOSED CONDITION 31 SIB S3,0SSSF libN MAIN DISTURBEDAREA 167,8655E ALLNON-PAVEMENTS 261,143SF 100096 1"8B6 SF 68.1% OSF O G TOTALSITEAREA 2641435E 1010% 26,143 SF 1000% IMPEAN RFACE PROPERTY OWNER IS RESPANSISIE FOR THE LONG TERM OPEMIKN AND MAINTENANCE OF THE PROPOSED SORMVAATER SYSLELL 2PARNITTEMMUST SUBMIT ANOT WITITYMGAS AFTER SETTING ONMETANSE LEGUTYTPANSFEImmGTHE RIDGE E%TSTNOONCHTON OS O% PROEOSEDCO 84,277 S 31.996 DIFFERENCE (EX. VS PROP.) 84,277 SF 31.9% EROSION CONTROL QUANTNIES ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STOW WATER TREATMENT SYSTEMS DENSITY OF FO PERCENT OF TS EXPECTED FNA. OMNTUTVEGETATONIS NOT PEQBREO WHERE THE FUNCTION OFA DISTURBEDAREA 167,8655E ARACRMEM E: GEOTECHI EVNWTCN REPORT -M FISHER, FILE AT THE OFFICE OF PROJECT FISHER,AMASI UPON REQUEST. SILTFENCE/010-ROLL ;PYO IF EROSION CONTROL BLANKET OSF INLET PROTECTION DEVICES RFA NOTE: Wµ1T MS ME FOR INFORMATIONAL. PURPOSES AIRY, CONTRACTOR SHALL OETEBMINE FOR THEMSELVES THE MCI W ANOMIE$ FOR BIOOING MD CIXSIRUCTION. SWPPP CONTACT PERSON CONTRACTOR: SSWPP INEPEOTIXRTWNING: NL SWPPP TMEETS ETTTH3 MAST PERFOPMEDBYA PERSON THAT NEETSTHE TANNININGREQUIREMENTS OP THE MINING NSIDTRUCTIONS5TWA PtEBEPA OVDED BY THE COMMCTOR MD IQPT CN 817E W TIN TIE SVR W PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STIXNNVATER MANAGEMENT IS NOT REWIRED AS PART OF THIS PROJECT TO WE TRDES PERMIT THE I, PFPM ESMIUT WrtAWTWI INMOAYSNTERNLiEIAIINAnONCONgT LIMDWSEC BARE PROPERTY OWNER IS RESPANSISIE FOR THE LONG TERM OPEMIKN AND MAINTENANCE OF THE PROPOSED SORMVAATER SYSLELL 2PARNITTEMMUST SUBMIT ANOT WITITYMGAS AFTER SETTING ONMETANSE LEGUTYTPANSFEImmGTHE RIDGE SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS I ACRE OR GREATER): &R.IISTCflAM'MER NO PFRMN RE5FCN SlUY FOR WADS TO STREET SN£ M.) PNOINFPASUMCT{AE RIOBANCVT ON nVNAERRO POI U A SITE TO AWFHF R PARTY. THE PERMITTEES CANERAGE UNDER CONTRACT EUWJ- OBTAIN A COPY OF THE FOLLOWING SAW" ARACHMENTS WHICH ARE A PMT OF THE GVER4116WPBER PACKAGE THIS PERMIT 7 RMINAMQ AT MONGT ON THE SAIMA IN DATE U THE NOT. ATTACHMENT A CONSTRUCTION SwT}p TEWLATE- 511E SPECIFIC SM+W DOCU$¢M 3. PERMITTEES MUST COMPLETE Al CQHETRUCIIUN ACTNIIY AND NMI NSFNL FERRAN TI LONER U2 R TIL AMAS ARACNMEMB. UANSTRWTON STORMNATER INSPECTION CHEMIST MCF70SUBMUTTWGTENOT NEGETATVECOYERMUSTCMSISTOFPAIFgLNPERNNW,VEGETA% N' A ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STOW WATER TREATMENT SYSTEMS DENSITY OF FO PERCENT OF TS EXPECTED FNA. OMNTUTVEGETATONIS NOT PEQBREO WHERE THE FUNCTION OFA ATTACLLENT D'. STCNMAATER MANAGEMENT FRONT- UI FYE AT THE OFFICE OF PRyECT ENKNEER AVAILABLE UPON REWEST. SFECII AREA gRPTES W VEGETATION, SUCH AS IMAMWE S SURFACES OR TBASE OF ASAND FILTER ARACRMEM E: GEOTECHI EVNWTCN REPORT -M FISHER, FILE AT THE OFFICE OF PROJECT FISHER,AMASI UPON REQUEST. RUCFPN a. PEMBES MUSTME PFAIMHEM STORMNATER THEMBOHM SYSTEM OF ANY eLCIPAMATFn SEDIMENT MA OE.EO s. PEwnmEs WR flEMLE Au sEOIAENI FRAM cwrvEVAwE srsrD.Is FNIGP FGMEMrtrIw FHE lar. 9 PEISAREESWSTPEApVEALLTEW YSYNTEIICERO MENENNWMDSEWN CCNIRO PMR TO WSUITTNG THE NOT, PERMITTER MAY L W ENRE CONSITED TO DECOMPOSE ONSRE N RIVE, ). NOR RESOENIW WNSiRICTKM My WANT CONERAGE TERMINATES ON IIAINOJN LOTS IF THE STRUCTURES AS THE HOMEOWNER. B. FOR CONSTRUCTION PROJECTS ON AGRICULTURAL. LA C(E G., PIPEUNES ACROSS MOSIANA PE1 NUM ES MUST MUIN THE DISTURBED LMP TO BE P ECIXSTR UCTKMI AGRIQATUM UK FANR TO WAFTING THE NOT. SEEDNOTES: CEBFAALPELOMMENOFTYJNS. I. PiAMTFESML6I RARE A IPNND PENINS VENTURES) IN NEM 112 B, FURL INSEI TE➢RPE CPV$TPIICIKN 14 CONTRACTOR ISRF5PoN51&ET]MINOR ANO PRESERVE EXISTING TCPDTK NECESSARY FDR FINAL ST•RSRATIIXH SITE AT QUITETA{E EYFAY SEWN TOYS LWiWG ACTIVE CONSTRUCTION AND WITHIN IN XUWS ARM A PNI TTuurcMINTAGE COMPACTION N ALLIAWNJPE PEAS FRL 111.1 BEFORE SHOW THE SOL SHALL 0E I41ED TO SYMPT GREATER Iw.N 721. R N MUGS. Pmlrca c 5 PERMITTEES MOST RESPECT CONSTRUCTION SRT VERKKE E%R LOCATdS. STREETS ANO CURB AND SIPPER SYSTEMS IWTHINAND INCUMBENTTO TUE PRIEST FMSFCNhMATI(XI MGM ENOUGH OP TRACI'.ED SEW.EN'RAW WKAES. TRY MEE MUST REWVESFfMNEN FROM ALL PAVEMURFAC_S WITH ONE II) LNENOM WY OF wCONENY CQF APKGAAE, WITH A 5TRATER ME TO AL9R A SAFETY HA)ARO TO USER O WSIC STREETS. 6. PEFIRPEESMJSIPEPMR. XMAOEMYFMEMCMN.LPERMETRCQAR0.KWSSWIEHTMEYBEIXyE WXFUXCIKWAL W THE SEGMENT MERGER IQ O MXI THE GCT THE CEMCE, ). FEPMMTE51MS NRMtpMYNCPERAWEM SEgMEMPMN1 RAg15 NN PENLME iNESEMLBHIYAIENTIE CORM OF S®FEM WAIECTED M THE MASNPFAGHEA 1 R TIE STORAGE YYCM£ B PERMITTER MET ENSURE THAT AT LEAST ONE NDMJNN PIREM ON ME SITE JIM AVNVALE TO THE PROhR SITE INTMEEMCNENNR LAYNIS]ROUTED IN TIE JOB TOTES DESCRIED 1. TIM 11 TU B PERMITTEES AMY .9 THE NSPICIlON502-TOLE BEGUAREOIN RFS, 113 AS ROTI Y INSPECTION' GF APE45 NTH PERMANENT CSF CAN BE REIGNOB) O ONCE PER IKMX. DEN IFD]IN4INICIKKI . ACTMVCOIFNJESONOTNERICE11dGCBTHESMOR 6. WHERE SITES INANE PERMANENT COVER ON ALL EXK6EL YGt AND WCOS1ML'WX ILTMIY R OSUPMG ANYWERE ON THE SITE. INSPECTIONS CW BE REDUCED TO ONCE PET M.M' RH NC, AFTER M MgVIXS, MAY BE WSPNVOEO CUMPLE1flrINRC1X6nLLIC1NNACTIVIIYRF5NE5. THEMAGAwMBOURNIUMBECTIONSro TEMPORARY EROSION CONTROL SEEDING MULCHING 8 BIANNET. BEED TEUPGRMYSEE0S1 MMNWISFEDMX2rIIZMNIFAW,IE\TOJYWLFWjFdH'MNERMD21-11I(NM CONF)t LT W I FgR,Sifl W G'SIMHER AAIJGM W S BOTH S®PDXES SXNL BE A9 V ED AT A sEEDFa M1E OF t W L84ALIE, WACX NLImAif]YA`IERSEEDN3.'MIMWIRILAIAR, WUJTM£ 1 MACMSM.AO&'IMFD LOPNTECi AW DMW3 $EF➢C£PNXATM.MIAW SHMLBEN%¢D AT60%LOhRIfEQTUEPEPAONECF 61Mw WLG1) SLOPES 81 OOMMATUT)CAPATTFR MUCH SWLLPECOrER®W WTN ACN DMSSIFHSRMW]:10ROITd BOT10.65WLLBEpTBID WIMMEDXW 4YNIR0.wNMEi. EFF PLCO FUR MJPEDETAL'IDDITCXMp5TEm5LCPEFFOSNNLCN]R0.IPFATIR(IS. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: TXFSE NOTE$ BUPERCEOE ANA' GENEPPL SWPPP HOTS, THIS PROJECT IS GREATER TURN 1.0AMES SO AN NPOM PERMIT IS REOIRREO AND NEEDS M BE SUBMITTED TO THE MPCU .THE CONTRACTOR IS REGNRED M FOLLOW THE GOIOELINES W THE NPOES PERMIT THROUGHOUT (CONSTRUCTION. PROJECT NARRATIVE: PROJECT IS CEYELOiMEM OF AN AIIMc'NT FURLING WITH A9,Sq:WED ANSI. STAINING. V]MCAMNG. AND MITY NFAOWMEMS. PiE9FRVINC. A'R NONPN.9JFFFA AA(%wD WAIFA WUESA kJi REWIEDIS PMTC:IXISfliWCLi OEfILSE WAIERgJFS ADE IAII LOCAlE0 UR 511£. SOIL CONTAMINATION NARRATIVE: 6ULSCNSNE HAVFNOTBEEN ICEMIwFDF50]MNWWi®. SKICEFACOMAVHATgl EK6TS.NFLIWTONSFFASINEASLTIGAS SUL TPE IS CUMCNE i0 ANT&1MttN1. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): TITS PROJECT S WNHw ONE MLE FROM TONS ARE. W RAISED WATER BCOYPER THE AFus 53OUNPARE➢WATERS UST. LONG DUNE IS BHPARFDfUTMIIRFMS. WGLSEMESE WATFSAPF IOCAIFL KIIWNCNEMILE CFTIESfIF.86P5 A5 EfFlNFDNiNENPC6 PFAMi REMSIlHMDAfIPFRY 116REMEfS FWpK i WRING0.T'STPoICMUN'. A SiABILWiKYH6N1 E%POSEOSOILNEPd MJ6T BE NRwTEDIM1EIXAlF1YlOLIMR9SIILFAONIM e'Jr IN W GSECCMREIDI $I LATwSEiH4R6EVFNp)DRYS NTEPTECONSIRLCTNYIALTMIYN11Ni gTRIKN C£TILE TE HASIFMPU1gyLYGRFEMMUHFNRY CEASED S. 1A AMMY MANE.(5)OR MORE ACREMSDESCRIBED IN SECTION tR. MOST BE USED FOR CUYKNIXWRNC£LOGTNHSTNi SERVE AN NETS WTX FNE ISI OR MORE ACRES OISTPB®AT ONE NH. PERMANENTSTABILIZATION NOTES SITE SPECIFIC: FEAWWEM fFID MIX • FOR INS PMJERNLANNE THAT ARE NOT TO W SODDED OR VNOSCNID SWIM RECEIVE A NATYE PERMANENT SEED MIT •• AREAS N BUFFERS AND AILYIENT TO OR IN WET AREPS%NWT SEED MIX STA113TC AGNATR SOUGH AND WEI AT 35 LAR PER ARE QH AREASM IN TSEED AN 3SIIf (CRY AWRIE GENERAL) AT ALO INS FOR TONS • MAINTENANCE SHAL BE H ACCORDANCE TO ME A'AYU'T SEEING MANFUL Z 7 N r = O W TO 2 TO 2 a Lu a w H a Q5 = O 3 < Ow QED W O V H Z W � d F d w U Q K m m Q N O f_ 0 REVISION SUMMARY SWPPP - NARRATIVE SW1.3 ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT MWECT IN ME: OAKPAPo(NEIG1rtSMARRdENT PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.) ADDREW: 58THST CITY OR TOWNSHIP: CAN PARK HEIGHTS STATE: MN .FCODE: SWR ALLCRIES WHERELWSTRUCTION W0.10LWR: PARNHEIG ALLCOIWTIEGTGN IMMEECONSTRUCTIONWILL000UR:W ALLTOWNSHIPSYMEf1E CCNSIRUCTKW WILLCCLUR WA PROJECT SIDE (NUMBER OF ACRES TO BE DISTUREI. 3.8 FREI TWE(CIRCLE ONE): I ESICEMML MERCW" USTRAL ROAD CONSTRUCTION RE SRDCONBTRUL= OTHER(DESCRIBEk X%OJL CUMULATIVE IMPER W OILS SURFACE TO THE NEAREST TEAM ACRE) IMSTIAG AREA OF IMPEWOLR SURFACE : 0.0 M14T CgiSMUCTIW MEA CP IA9ERVIW5519iFME: 1.B TOTrLLNEW MFAOF IMPERNOUE SURFACE 1 B RECEMBG WATERS WATERBODYID I WWEOFWATERBWY WATERBWYTYPE SOILS INFORMATION BUTES OFCOHSTRUCIIOH CONSTRUE CON STARTN DAM N2Z EETIMATED COMPLETION DATE:OR/NR9 DESCRIBE WECONSTRUCPRNACTI (WMATWI DESCRIBE WE CONSTRUCTION AT IY(MINT WILL BE BUILT, GENEWYTMELINE. ETCH MARTNENT WILD NO. ASSUMED t8MWWCBNBWURIOV FEPICD W ECF) BE SOIL TYPES FOJNG AT TXE PROJECT. SANDY Sk ICLUDING EROSIONPREVENTIONMOSEDI6 TCCN bESTMANAGEMENTPRACTK.IES(BMPS). INCLINEWETWWGFOPWSTALLATWMOPROCEDURES SOIL AREA WE SRTFENCE WILL BE INSTALLED AT WE DOWNHILL LOCATIONSCF WE SITE AND MONITOREDAS NECESSARY. INLET T MILE RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS WE PROJECT PROGRESSES ADDITIONAL SNPS SUCH M EROSION LT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL WIFS (5.7). SEE PAGE S W 1 RUNOFF DRAINAGE AREAS LOCATED WITHIN WE MOJECT UNITS. STORMWATER RUNOFF DRAINAGE MEAS LOCATED WITHIN PROJECT LIMITS. OR FEDERAL REWEW CF THE PROIECR NO MANAGEMENT AREAS M DESCRIBED IN MINN. R. CHAPTERS NSO AND TOBIN NO ONLY LOADS (TAW) WITH PH MPROVE , WASTE LEAD ALLOCATION FOR CONSTRUCTION ACTMM YES BIOTIC IF WE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND WE WATER FLOWS TO THE IBPMRFD WATER GET NO SPECIFIC PIMPS FOR CONSTRUCTION ME IDENTIFIED IN WE TMOE. THE ADDITIONAL BUMPS IN SECTION YJ MUST BE AWED TO THE SWEPT AND IMPLEMENIED(1S1S1. WE ADM IMAE SMPS ONLY APPLY TO THOSE PORTIONS OF WE PRO£CT THAT DRALN TO WE OF THE IDENTIFIED DISCHARGE POINTS. WA B IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA CEPARR.EM OF NATURAL RESOURCES(WR) HAS MCUARED WORK W WATER RESMICTIONS' WRING FISH SPAWNING TIMEFRAMES WA SELECTOR OFA PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15) 1, WILL WE PROJECT CREATE A NEW CUMDLATNE WPEWOM SURFACE GREATER THAN OR EOWL TO ONE ACRE? YES IF YES. A WATER WAL TY VOLUME OF ME INCH OF RLMOF FROM WE CUMULATIVE NEW IWERIAOUS SURFACES MAT BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT)THROUGH INFILTRATION UNLESS PROHIBITED WE TO ME OF WE REASONS IN ITEMS 1&4 THROUGH M,21. IF INFILTRATION IS PROPBITED IDENTIFY OWER ME HM OF OTHER VULUME REDUCTION IF G., FILTRATON SYSTEM, NET SEDIMENTATION BASIN. REGIONAL PoNOWG OR EWNPEEM METHOD R. DESCRIBE WHICH METHOD NLL BE USED TO TREAT PIONEER FROM WE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT; INCLUDE ALL GLCIMTONB AND DESIGN INFORMATION FOR WE METHOD SELECTED. SEE SECTION MOF THE PERMIT PER SPECIFIC REQUIREMENTS ASSOCIATED NTH EACH METXW, INFILTRATION J REGIONAL PONDING CALCULATIONS ARE NWIN WE SITE STORM WATER MANAGEMENT REPORT .0 PMT OF THIS SWTPP M ATTACHMENT O. S IF RIS HOT FEASIBLE TO MEET THE T TMENT REWIREMENT FOR WE WATER WALITYVWUME. DESCRIBE .. THIS CM INCLUDE PRI TO BEDROCK M ROAD PROJECTS WHERE THE LACI( OF RICO O WAY PRECLUDES WE INSTXLATICN O ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OWER TREATMENT, SUCH AS GRASSES SWALES. SMALLER POINTS. OR GRIT CHAMBERS. WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. 0SE R IS HOT FEASIBLE TO MEET REWIREMENT FOR WATER QUALITY V0.UME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT WRENN. INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD O INCORPORATING TEM.RE CONTROLS INTO WE PERMANENT STOW WATER MANAGEMENT SYSTEM WA B 4 G R O U P EROSION WE TfTES PRACTICES RY TION EROSION CIrY EnBlnenNA' Survetlr5' LanEmpe DESCRIBE THETYFESOFTEMPoRARY EROSIONPREVENTION BMPSIXPECIEOTOBE IMftEMGING, W THIS SITE WRING LONSPRACITCE MdI A I1. NMRIINEE G-WIHFLIWPHASING,VIMS, SNE BUFFER MIRE, BEFORE NO BEGONE GRADING, AGO OTHER WNSLRULTIWPRACTLES TO MINIMIZE EROSION DELINEATE PAE/S NET TO BE SOOOCmlle, MN nue SIIE FENCE ILL WRXPLACED AT ATH SIMS, FENCE. NSOF WE WORKBEGINS GYEen Valley. MN 5&RR SILT FENCE WALL BE INSTALLED AT ATNF DOWNHILL LOCATIONS OFTHE EIIE. 6 DESCRIBE METHODS TO BE WED FOR STABNIATBJN ON DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACK IERS XYCROMULCHM ETC. ARE NOT ACCEPTABLE SOIL STABNIATKKI METHODS FOR ANY PART OF A ORNNAGE DITCH OF MALE) FINAL STABILIZATION OF SWA ES WILL BE SCD S. DESC IBE METHODS M BE USED FOR ENERGY DISSIPATON AT PIPE OUTLETS(E.G.. RIP RAP, SPLASH PADS, GABICNS, ETC) RIPRAPMULBELMLIZEDATPWEIXREETS 6. DESCRIBE MEDICOS TO BE WED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON WE SITE PRIM TO OFFSITE DISCHARGIBLE E,UNLEES INFEAS(E.G., DIRECT STMANvAMR FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILMED T. FOR DRAINAGE OR DIVERSION ORCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WITTED PERIMETER WITHIN M LINEN FEET OF THE PROPERTY EDGE OR PWM OF DLSMARGE TO SURFACE WATER. ME VST RSU LINEAL FEET MIST BE STABILIZED WITHIN N HOURS AFTER CONNECTING TO SURFACE WATERS AND CONBMIICTION IN THAT PORTION OF ME DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR WOW IN WATER RESTRICTIONS'. All OTHER REMAINING PORTIONS OF ME TEI.ffCWtRY OR PERMANENT DECESES OR SWALES MWIN 14 CALENDAR MYS AFTER CONNECTING TO A SURFACE WATER PROPERTY EDGE AND CONSTRUCTION IN THAT MEA HAS TEMPORARILY OR PERMANENTLY CEASED. WA NO DITCHES ON SITE S. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (ENG-CONSFRUCTION PIMINIMIZING ME DISTURBANCE.VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE CRMN W GrtERRgCING, ETC.); OTHER EROSION COMRCL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE E%POSURE WHEN POSSIBLE. W IF APPLOABLE INCLUDE ADDITIONAL REWIREMENTB IN APPENDIX APART C3 REGARDING MAINTAINING A 100-FWT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF WE SITE i49C ANTGOSILTLOAM 1. SPECIAL WATERS. OCESYWR JE MOCT015CHARGE TO SPECIAL WATERS? YES THATORAW NSPEMYRATEFI 2 IF MCIBECRBC( OR ROAD PROJECTS WHERE THE LAOL OFRIGNTLF WAY MECXUCESWE INSTALLATION OF MN OF WE PERMANENT STORMWATER MANHC£MEMPRACTICFS, WEN OTHER TREATMENT SUCH AS GRASSED SWALES.SMALLEIR PONDS. OR GRIT CHAMBERS IS REWIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WA WTLLBERROVIDED. Sk ICLUDING EROSIONPREVENTIONMOSEDI6 TCCN bESTMANAGEMENTPRACTK.IES(BMPS). INCLINEWETWWGFOPWSTALLATWMOPROCEDURES SOIL AREA WE SRTFENCE WILL BE INSTALLED AT WE DOWNHILL LOCATIONSCF WE SITE AND MONITOREDAS NECESSARY. INLET T MILE RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS WE PROJECT PROGRESSES ADDITIONAL SNPS SUCH M EROSION LT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL WIFS (5.7). SEE PAGE S W 1 RUNOFF DRAINAGE AREAS LOCATED WITHIN WE MOJECT UNITS. STORMWATER RUNOFF DRAINAGE MEAS LOCATED WITHIN PROJECT LIMITS. OR FEDERAL REWEW CF THE PROIECR NO MANAGEMENT AREAS M DESCRIBED IN MINN. R. CHAPTERS NSO AND TOBIN NO ONLY LOADS (TAW) WITH PH MPROVE , WASTE LEAD ALLOCATION FOR CONSTRUCTION ACTMM YES BIOTIC IF WE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND WE WATER FLOWS TO THE IBPMRFD WATER GET NO SPECIFIC PIMPS FOR CONSTRUCTION ME IDENTIFIED IN WE TMOE. THE ADDITIONAL BUMPS IN SECTION YJ MUST BE AWED TO THE SWEPT AND IMPLEMENIED(1S1S1. WE ADM IMAE SMPS ONLY APPLY TO THOSE PORTIONS OF WE PRO£CT THAT DRALN TO WE OF THE IDENTIFIED DISCHARGE POINTS. WA B IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA CEPARR.EM OF NATURAL RESOURCES(WR) HAS MCUARED WORK W WATER RESMICTIONS' WRING FISH SPAWNING TIMEFRAMES WA SELECTOR OFA PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15) 1, WILL WE PROJECT CREATE A NEW CUMDLATNE WPEWOM SURFACE GREATER THAN OR EOWL TO ONE ACRE? YES IF YES. A WATER WAL TY VOLUME OF ME INCH OF RLMOF FROM WE CUMULATIVE NEW IWERIAOUS SURFACES MAT BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT)THROUGH INFILTRATION UNLESS PROHIBITED WE TO ME OF WE REASONS IN ITEMS 1&4 THROUGH M,21. IF INFILTRATION IS PROPBITED IDENTIFY OWER ME HM OF OTHER VULUME REDUCTION IF G., FILTRATON SYSTEM, NET SEDIMENTATION BASIN. REGIONAL PoNOWG OR EWNPEEM METHOD R. DESCRIBE WHICH METHOD NLL BE USED TO TREAT PIONEER FROM WE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT; INCLUDE ALL GLCIMTONB AND DESIGN INFORMATION FOR WE METHOD SELECTED. SEE SECTION MOF THE PERMIT PER SPECIFIC REQUIREMENTS ASSOCIATED NTH EACH METXW, INFILTRATION J REGIONAL PONDING CALCULATIONS ARE NWIN WE SITE STORM WATER MANAGEMENT REPORT .0 PMT OF THIS SWTPP M ATTACHMENT O. S IF RIS HOT FEASIBLE TO MEET THE T TMENT REWIREMENT FOR WE WATER WALITYVWUME. DESCRIBE .. THIS CM INCLUDE PRI TO BEDROCK M ROAD PROJECTS WHERE THE LACI( OF RICO O WAY PRECLUDES WE INSTXLATICN O ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OWER TREATMENT, SUCH AS GRASSES SWALES. SMALLER POINTS. OR GRIT CHAMBERS. WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. 0SE R IS HOT FEASIBLE TO MEET REWIREMENT FOR WATER QUALITY V0.UME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT WRENN. INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD O INCORPORATING TEM.RE CONTROLS INTO WE PERMANENT STOW WATER MANAGEMENT SYSTEM WA B 4 G R O U P EROSION WE TfTES PRACTICES RY TION EROSION CIrY EnBlnenNA' Survetlr5' LanEmpe DESCRIBE THETYFESOFTEMPoRARY EROSIONPREVENTION BMPSIXPECIEOTOBE IMftEMGING, W THIS SITE WRING LONSPRACITCE MdI A I1. NMRIINEE G-WIHFLIWPHASING,VIMS, SNE BUFFER MIRE, BEFORE NO BEGONE GRADING, AGO OTHER WNSLRULTIWPRACTLES TO MINIMIZE EROSION DELINEATE PAE/S NET TO BE SOOOCmlle, MN nue SIIE FENCE ILL WRXPLACED AT ATH SIMS, FENCE. NSOF WE WORKBEGINS GYEen Valley. MN 5&RR SILT FENCE WALL BE INSTALLED AT ATNF DOWNHILL LOCATIONS OFTHE EIIE. 6 DESCRIBE METHODS TO BE WED FOR STABNIATBJN ON DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACK IERS XYCROMULCHM ETC. ARE NOT ACCEPTABLE SOIL STABNIATKKI METHODS FOR ANY PART OF A ORNNAGE DITCH OF MALE) FINAL STABILIZATION OF SWA ES WILL BE SCD S. DESC IBE METHODS M BE USED FOR ENERGY DISSIPATON AT PIPE OUTLETS(E.G.. RIP RAP, SPLASH PADS, GABICNS, ETC) RIPRAPMULBELMLIZEDATPWEIXREETS 6. DESCRIBE MEDICOS TO BE WED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON WE SITE PRIM TO OFFSITE DISCHARGIBLE E,UNLEES INFEAS(E.G., DIRECT STMANvAMR FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILMED T. FOR DRAINAGE OR DIVERSION ORCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WITTED PERIMETER WITHIN M LINEN FEET OF THE PROPERTY EDGE OR PWM OF DLSMARGE TO SURFACE WATER. ME VST RSU LINEAL FEET MIST BE STABILIZED WITHIN N HOURS AFTER CONNECTING TO SURFACE WATERS AND CONBMIICTION IN THAT PORTION OF ME DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR WOW IN WATER RESTRICTIONS'. All OTHER REMAINING PORTIONS OF ME TEI.ffCWtRY OR PERMANENT DECESES OR SWALES MWIN 14 CALENDAR MYS AFTER CONNECTING TO A SURFACE WATER PROPERTY EDGE AND CONSTRUCTION IN THAT MEA HAS TEMPORARILY OR PERMANENTLY CEASED. WA NO DITCHES ON SITE S. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (ENG-CONSFRUCTION PIMINIMIZING ME DISTURBANCE.VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE CRMN W GrtERRgCING, ETC.); OTHER EROSION COMRCL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE E%POSURE WHEN POSSIBLE. W IF APPLOABLE INCLUDE ADDITIONAL REWIREMENTB IN APPENDIX APART C3 REGARDING MAINTAINING A 100-FWT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF WE SITE \\ 91- Y "1 t�O C �\ ` �t �O 1� O r O FINAL BTABILPATON (1532) 1. SPECIAL WATERS. OCESYWR JE MOCT015CHARGE TO SPECIAL WATERS? YES THATORAW NSPEMYRATEFI 2 IF MCIBECRBC( OR ROAD PROJECTS WHERE THE LAOL OFRIGNTLF WAY MECXUCESWE INSTALLATION OF MN OF WE PERMANENT STORMWATER MANHC£MEMPRACTICFS, WEN OTHER TREATMENT SUCH AS GRASSED SWALES.SMALLEIR PONDS. OR GRIT CHAMBERS IS REWIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WA WTLLBERROVIDED. NfPMEDBYMEGF.NYDRECT 10. IF APDL IGMLE. DESCRIBE ADDITIONAL EROSION PREVENTION SNIPS TO BE IMPLEMENTED AT WE SITE TO PROTECT PLANNED FILTRATION MEAS Z S. DESCHUM EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS MW A CONT NEWS POSITIVE SLOPE TO A SPECIAL WATERS. AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT MINIMIZE WE E%PO.SIYtE IN MEAS ADJACENT TO RLTMW TAREAS. z UADERTNEN WSOF.STATEOF SEWEENFCOHWOLPMCTCIFS (BECTON&1) MJ 4. DESCRIBE WE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS TWIN 1(O UNEUR FEET FROM WE SPECIAL WATEgL OESCRIBEWEMETXODSOFSEDIMENTCOMROLWPSTOBEIMPLEMFNTEDATWISSNEWRWGCCNSMMMTOMINIMRESMIMEMIMPACTSTOSURFACEWATERS,INCLUDINGCIIRBMD = p GUTTER SYSTEMS Vr r 1. DESCRIBE METHODS TO BE USED FOR DOWN GRMIEM PERIMETER CONTROL: w B DESCRIBE NOW ME PERMANENT STOiMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE W WE TEMPERATURE OF ABOUT STREAM RECEMNG WATER$ RESULTING IN THE i. MO SILT FENCE WILL BE INSTALLED AROUND WE ENTIRE PERIMETER OF THE WE = h 2. DESCRIBE METHODS TO SE USED TO CONTAIN SaL STOCIPILES Ui SEED AND MULCH AS WELL AS EROSION CONTROL BVNNETS WILL BE UTILIZED M NECESSARY Y z 3. DESCRIBE METHODS TO BE WED FOR STORM GRAIN INLET FROTECRON: SEE INLET PROTECTION DETAILS a W Mj 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TMCRING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTNETES WE PROJECT WILL LIT EVE A ROCU( CONSTRUCTION ENTRANCE. L Q S.CEEERISE METHODS. IFMRILABfE. AWDONK IXA.G SEDIMENT CROLS(E., DNW )P ERSIBERMS) BE INSTALLED TO RUNOFF AWAY PROM REAMED AS MED INFILTRATION AREWEEN EXCAVATED PRIOR TO FINAL STABILWTION DF THE CONTRIBUTING DRAINAGE DRAINAGE AREA' r Q 0 /E J Ly Q' SILT FENCE TO BE INSTALLED IMMIDDMTELY AFTER BABOONS TO PROTECT WFILTRATON MEAS. Z ! Q B DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TW SOIL (UNLESS INFEASIBLE) AT THIS SITE: i IIl LIGHT IRACI(EDEWIPMENTMLLBEUSED.TCPSOIL WILL BE SIRIPPEDANO STOLOXUEp O D1 7. DESCRIBE RAHSTO FAESERVEA SpFWT NATURAI-BUFFER BETWEENTHE PROIECI5901L DISlIJRBANCE MDASURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: O W DOUBLE ROW OF SILT FENCE` WILL BE INSTALLED ALONG WETVWD. RROIECT WILL HOT DISWRB WITHIN MO FEET OF WERAND. T O Z _ B. DESCRIBE RAMS FOR USE OP SEDIMENTATION MEATMENT CHEMICALS (E.G.,POLYMERS, FLCCW.ANTS, ETC.) SEE PART RIB OF THE PERMIT: NIA i 0 3 9. IS WE PRO£CT REDNM REO TO INSTALL ATEMPORY SEDIMENT BASIN WE TO 100R MORE ACRES CRNNING TO A COMMON LOCATION OR S ACRES OR MORE IF WE SITE IS WITHIN I MILE OF A '' 1 Ny R' F 0 SPECIAL OR IMPAIRED WATER? = R 6s IFYES, DESCRIBE (ORATTACH WILL DENS r Y w Y WILL SEHOMNGHOWWEBASIN ABLEND THEN BE RLNFDTOPERMANANCE PROPOSED FILTRATION BASINS WILL SERVEMTEMPOgMYSEDIMEM6 BA41N$TXAi WILL THEN BE CgNERFED TO PERMANENT FILTRATIONS B45N5. IMENTS THAT NTFILTION RAIO Q' m 1. NU. EPROJECTINCL DE DIEW(SERING RB I. WILL WEMEASURES OBE m y USE T MEABINCRNNINF TUR MFASUREETO BE USEDTOMEATNISPOEE OFNRBIDCR SEDIMENTiAOEN WATER AND METHOD TO PREVENT EROSION Oft SCOUR OF DISCHARGE POINTS (SEE fOY WflWGH IQ4 ¢ m OF THE C4TffFERMR) PERE f r NOR NIA R WILL PROJECT INCLUDE USE OF FILTERS FOR &1CHWASX NO r ES HO MED ON IF YES. DESCRIBE NOW FILTER BACMNABH WATER WYLL BE MANAGED W THE SITE OR PRONERLYDISPOSED (f0.5): WA `J O AG.A-BMPS FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION R1) WPPP - ATTACHMENTS FINAL BTABILPATON (1532) 1. SPECIAL WATERS. OCESYWR JE MOCT015CHARGE TO SPECIAL WATERS? YES IHEREBV CFAnFYiHAI WIBRAN. 2 IF MCIBECRBC( OR ROAD PROJECTS WHERE THE LAOL OFRIGNTLF WAY MECXUCESWE INSTALLATION OF MN OF WE PERMANENT STORMWATER MANHC£MEMPRACTICFS, WEN OTHER TREATMENT SUCH AS GRASSED SWALES.SMALLEIR PONDS. OR GRIT CHAMBERS IS REWIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT SFEGFICKTIM ORREFORT. WTLLBERROVIDED. NfPMEDBYMEGF.NYDRECT WA SURRVOONANDTMATIANAMKV S. DESCHUM EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS MW A CONT NEWS POSITIVE SLOPE TO A SPECIAL WATERS. AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT LICENSEDAEOFE551ONLENGMER CONN FIVE OR MORE ACRES DIENNE. RBEO AT WE N UADERTNEN WSOF.STATEOF NJA NFELAI 4. DESCRIBE WE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS TWIN 1(O UNEUR FEET FROM WE SPECIAL WATEgL WA STGAMWAIER MMNGEMEMBYSTEM WILL ENSURE THAT THE RREM0POS" PROJECT RUNOFF MIEMOVCWME FROM HEI, MID2-YEgIt NHOM S.ECIPITBENEVENM RdaIALMIa REMWEM PRFLIPRATW EVENTS REMMNS WESMME. WA FATS 0524M IOL. 59612 B DESCRIBE NOW ME PERMANENT STOiMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE W WE TEMPERATURE OF ABOUT STREAM RECEMNG WATER$ RESULTING IN THE i. MO ISSUEIBVBMFRAL BIIMMPRY R-YEARNNWRPNECIPITATQV EVENTS. WA YOUR MOJEM[IISCXPRGE BTCRMWgTER WITH THE POTENTIAL FOR SIGNIFICANTPDVFASE IMPACTS TOA WETVWD(E.G. CONVERSION OFq NATURAL W£TIANDTOA ---- YEBCRNO IFO GESCWM E IF YES. DFSUIBE WE W£TWND MITIGATION SECUENCE THAT YWLLSEE FOLLOWED IN ACCORDANCE WITH SECTION]? OF THE PERMIT. WA INSPECTIONS AND MMNRWWCE (SECTION 11.1) DESCRISE PROLEWRES TO ROU11NELY INSPECT THE CONSTRUCTION SITE: • ONCEEVERVBEVENV)MYSWRWGACFNECONSTRLFCTIWMD • WITHW N HWRSAFTERARUNFALL EVENTG4MILMR THAN OS INCHES INN HOURS. ANDWIMIN MDAYS PETER THAT INSPECTIONS MUM INCLUDE STABILIZED MEAS, EROSION PRE IENRW,MD SEDIMENT CONTROL BMPS AND INFILTRATION ARI INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILE OUT 'ATTACHMENT B-CONETRULTON STORMWATER INSPECTION CHECKLIST' 1. DESCRIBE PRACTICES FOR STCRAGE OF WILDING PRODUCTS WITH A POTENNML M LEACH FOLLUTMTS TO MINIMIZE EllR6URE TO STORYWATER ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMAE ENWSIRE 2.DESCRIBEPRACTCESFORSTORAGECPPFSTICICES,XERBICNES,INWCTICDES.FERTILIZERS.TRFATMEMCHEMICAL.ANDLANOBGPEM9 RIALS: NJ.VNDRCAPETRFATMFNTGNEMICALEWILLBESE EOMDSTOREDWAMA MTOMINIMMEDEXECRATE 3.OESCHME PPACMES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS ORTCACWASTE(EVIG., OIL, FUEL. H IC FLUIDS, PAINT SOLVENTS, PETROLEUMBASED MOWCIS, WOOD PRESERVATIVE. AgMTVES. CURING CMPDUNDS, AND ACIDS) ACCORDING TO MINN. R. CH, 7015, WWUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT: ALL HAZARDOUS WASTE DIME BE APPROPRIATELY DISPOSED OF CFF SIZE ACCORDING TO LOCAL AND STATE UWS 4. DESCRIBE COLLECTION, STODGE ANO DISPOSAL OF SOLID WASTE IN COMPLIANCE VAM MINN. R. CH. 7035: ALL CMSTRUCTIM DEBRIS AND SOLD WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS S. DESCRIBE MMNGEMENTCF PMTABLETOILETSTO PREVENTTIPPWGPA0015POSYCF SAI WASTES IN ACCORDANCE NTH MINN. R CH, TING SMRARYANDSEPTIGSEWCES WILL BE FROADED TO WVRNERS WITH PORTABLE FACILITIES MAWTNNEO AS NEEDED BYTHE MWIOER B DESCRIBE SPILL PREVENTION AND RESPONSE FOR NELWG AND EQUIPMENT OR VEHICLE MAIMEN4iCE: EMROMES WILLBE TANNED IN TECINIWESDESIGHED TO MINIMAE SPILLS. NEHICES AND EWM ALKE IPMESHL BE CHECKED FOR WANTS. ? RI . DESCBE CONTAINMENT AND DISPOSAL OF WMCLE AND ECARMEW WASH WATER AND MCHSITNG ENGINE CEGREMINGON WE SITE: ALL CONSTRUCTVEHICLES SHALL SE WASHED OFF SITE B. DESCRIBE STOINGE ANDCSPpSnL OF LCNCRETEPNDOWER WASHOIi WASTEE BDTWIT WAETEBDO NOT GCNTACTTHE GROUND. PLLCMCRETF WASYOUTSNNLCCCUR OFF SNE. WPPP - ATTACHMENTS FINAL BTABILPATON (1532) 1. DESCRIBE METHOD O FINAL STABILIZATION (PERMANENT COVER) O ALL DISTURBED AREAS: FINAL STABILIZATION MU -BE ACWLANDSCAPEM TUSHED WITH PAVEMENT. SOD AND LANDSCAPE MATERIALS - Z DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CMVEYANO SYSTEMS O ACCUMULATED SEDIMENT (2533): LLEMINGOETHODSF EREMOVING AL- JDESCRIBE METHODS TREATMENT REAT ENTS M$SNALSVNIIOME EROSION AND TMMDSEOW£M CONTROL BMPS: YSLE. DINEBY HAND ROSION CHMTHE USE OFAMENT C REMRIAL OF TEMPORARY SVNIXETO EROSION PR 104 AND SEDIMENT CONTROL EMPS CM BE DONE BY HMID MD PROPERLY DISPOSED O. �� .� DWWN BV:RL PFNEN4DB PRO ECTRUMBIN 71361 REVISION SUMMARY CAfr £SCRPIION WPPP - ATTACHMENTS FINAL BTABILPATON (1532) 1. DESCRIBE METHOD O FINAL STABILIZATION (PERMANENT COVER) O ALL DISTURBED AREAS: FINAL STABILIZATION MU -BE ACWLANDSCAPEM TUSHED WITH PAVEMENT. SOD AND LANDSCAPE MATERIALS - Z DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CMVEYANO SYSTEMS O ACCUMULATED SEDIMENT (2533): LLEMINGOETHODSF EREMOVING AL- JDESCRIBE METHODS TREATMENT REAT ENTS M$SNALSVNIIOME EROSION AND TMMDSEOW£M CONTROL BMPS: YSLE. DINEBY HAND ROSION CHMTHE USE OFAMENT C REMRIAL OF TEMPORARY SVNIXETO EROSION PR 104 AND SEDIMENT CONTROL EMPS CM BE DONE BY HMID MD PROPERLY DISPOSED O. �� .� ATTACHMENT 8: SWPPP INSPECTION FORM NOTE: THIS INSPECTION REPORT DSS NOT ADDRESS ALL ASPECTS OF THE NATN MWUTANT DISCHARGE ELIMINATION SYBTEMSTATE DISPOSAL SYSTEM (NMEWDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST I,201 LTHE COMPLETION OF THIS CHECKLIST GOES NOT GUARANTEE TW1TAll PERMIT REQUIREMENTS ARE IN COMPLIANCE. IT IS THE RMPMSISILT' OF THE PERAADME(SI TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FAGMTYWFOR IDDN SITE NAME: SITEADDRE55: PERMIT NUMBER: Cltt: STATE: LP CLOE: INSPECTION INFORIMnOX RNAME. PHONE NUM ORGAN BER: ORGAN WPOLCOMPAM'MNI Y TME .1m IS INSMCINMSOMD IS IT PUMW IN nEOWAER IXW PYNTW U(NP)? Ll STHI5 INSPECTION ROUTINE CP IN RESPONSE TOASTORM EVENT: 7 DAY RAIN RANFALLMIOUNIDFAFFLICABIEI: Y IS SITE WITHIN ONE AERIAL MILE OFSPECUL OR IMPNREDWATERTHATCAN PoTENTIAIIYRECEIY£ DISCHARGE FROATHE SITE? ❑ IF YES. FW.OW SECTION M AND OTHER APPLICABLE PERMIT REQUIREMENTS NOTE: IF WA IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SEC L ERVAON CONTROL REQUIREMENT ISECTO III N NIA 1. 9DAYS HERE LRECABLE ER 24 HOURS DURINMINES TA DEPARTMENFCRNATURA RESOUFKM IDCKPIISH ❑ ❑ ❑ Q DAYS WHERE MPLICPBlE.O0. 2d HOURS DURING MINNESOTA DEPARTMENT Of NATURAL RESOIRCE51[INR] FISH HYDRONLUCII TAWFIER. COMMENTS: SFD W EM CONTROL REQ W REYFHT816ECTpX 8.1) N WA CMUENTS: MAINTENANCE AND INSPECnONs ISECTIM 11 V N WA— IF YES, RECORD THE LOCATION OF ALL POINTS CP DISCHARGE. PHOTOGRAPH AND DESCRIBE ME DISCHARGE (SNE. COLO. COOK FOAM. OIL SHEEN. TIME. ETC.), DESCRIBE HOW THE OSLHARGE Na BE ADDRESSED, WAS ME DISCHARGE A SEDIMENT DELTA? IF YES. WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND IN ACCORDANCE WIN ITEM 1150E THE FERMIM COMMENTS COMMENTS COMMENTS: SIIE, OR CAN N BE MADE AVNLABLE WIMIN n HOURS? 2. HASTNE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE,ANDAMENDEDAS NEEDED? S. ISANY DEWATERING OCCURRING ON SITE? IF YES, WMT BMnME BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT SCCA Cl-. A..Y Wden Vdley NN 55,122 fi13-B15-W80 CAUSING EROSION OR SLCUR? 4. WILL A PERMANENT STORMNI MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REWIRED AND IN S. PDORIONPL COMMENTS ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE CA MORE OF NEW IWERVIWS SURFACE)? IF YE&DESCR9E: 2 O DISCLOSURES 5. IF INFILTRATIOWTILTRATIM SYSTEMS ARE BEING CONSTRUCTEOARE THEYMARIQDAND FROTECTED FROM CCMPACTIONANDSEDIMENTATION? Q O J S. DESCRIPTION OF MEAS OF NON-COMPLIANCE NOTED WRING THE INSPECTKKy REWIRED COPRECTNE ACTIONS, AND RECOMMENCED DATE OF CQNPLETON OF �rO� CORRECTNE ACTIONS: V IIEIEIFICA" fORREF"LT. SFEE. BY...N.NBENN WM PREPOWINC MEIXi HITIAMYD LY UCENSFDMSREERVISICN FW IO NMA JBM CFE $YO'NL EXDMEER HCE0.THE WAW � T1E BTMEC£ NNESOTA ROENIA IeILL D•1E 6V1424 W S�ti REVISION SUMMARY SW1.5 Z S. PDORIONPL COMMENTS N F 2 O DISCLOSURES _O' W 0 • AFTFRDlpI$LOYERY,TXE PERMIT PEWIRESMVf(OFTXE pENpENGE$TH4TMAY BEFWNp ONSITE DE CORRECTEp WITNINA$PELIFIEp PERIW OFnME SEE PEFMRPOR MORE LETNLS. 2 • FCt THEINSME UNTIL PERMPM WAME WETS ABERff ISPNDMPJNT INGTOEMPORARTANO MOE ERMRM15)IG/MERESPNEOC MIS PFAMIT ACCGR]INGTOSECTION 3.ORTIE PflOJECi Hf3 METTXETERMINATONCWDITIONSGFTXE PERMIT MpANOTICEOF iERMINATIQY NfSBEEN SUBMIrtEp iOTME MOTXEfl PERMITTE IMAMS DffiOSOFE MD NDTICONM lS TIENTpJMRNWB COMBTAINEDCOVERAGEONDEfl MINNESOTA PCILUfgN CQYTflO. AGENCY. Lu W a w o a /�� Qas Wm VO W o UW 2 a z3 ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM LLJ x aW Qw x� GO m a O 0 P�- G O IIEIEIFICA" fORREF"LT. SFEE. BY...N.NBENN WM PREPOWINC MEIXi HITIAMYD LY UCENSFDMSREERVISICN FW IO NMA JBM CFE $YO'NL EXDMEER HCE0.THE WAW � T1E BTMEC£ NNESOTA ROENIA IeILL D•1E 6V1424 W S�ti REVISION SUMMARY SW1.5