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STORM WATER POLLUTION PREVENTION PLAN NARRATIVE:
<br />GENERAL IufOR
<br />PREPNED`INAPCCORGAWC 1.THENAINGNALAPOLLUPANP
<br />FOR SPORMWPPERADISCHPRGESMASCOCIATED Ifill"DOONt
<br />PROJECT NTA.C:APALL TPINES 2ND ADD.
<br />LOC
<br />C
<br />IT
<br />Y
<br />TELK RIVER, MN
<br />lMmSHIP 31 RANGE RB
<br />LAT/LNG: 45.30.59/-93.SSOt
<br />DESGMPTIN OE COxSTR
<br />TALL PINES 2ND ADD. CONSISTS OF GRADING, AGGREGATE
<br />BASE. BITUMINOUS PAVING. UTILITIES STORM WATER
<br />MANAG
<br />EMENT, AND TURF ESTABLISHMENT.
<br />PINES
<br />A9B EELK
<br />FOIRR PC AED AHED CONIRAETSR ARE
<br />THE INTHE OL
<br />RSTALLATION. OSON ENiPECT&.ION AND OF IMAINCTOENTARNCE OFTI
<br />DMP.S
<br />BEFORE AN.
<br />GURING
<br />wPPSMPPPPPREPARER: CHRISIOPHER DAHN-BOGART,
<br />A TEI TRAINING: ENGINEER ANDSWPPPDEDGMER (EXP 2020)
<br />AGGRESS: 13078 FIRST STREET
<br />BECKER, MN 5330E-9J22
<br />TELEPHONE: (]61) 212-8822
<br />MAIL, NANDERSDMWBOGART-PEDERSDI
<br />ADDRESSONTACT SOOT AMERRRIICAN BVLDEW. SUKITESOITER LLC
<br />TELEPHONE: G12-RAAG 3]29 u. 55A3]
<br />BUSINESS NAME
<br />OWNER NAME _____________
<br />CITYING ADDRESS _____________
<br />TELEPHONE _____________
<br />CONTACT NAME
<br />CITY MAILING ADDRESS _____________
<br />TELEP
<br />EMAILHNE _____________
<br />QRPLETAIE DATE _ (lO BE FILLED IN BY CONTRACTDR)
<br />PERMNENT STORuwpIER OESION CALCuuTIONS
<br />-SEE DRAINAGE REPORT FOR STORMWATER CALCULATIONS.
<br />-SITE SOL INFORMATION IS IN DRAINAGE REPORT.
<br />AGGREGATE BASET BITUMNOUS PAVINGSUTILITIES IS1OF 01RM WATER
<br />MANAGEMENT, AID TURF ESTABLIESHMENT.
<br />PRE -CONSTRUCTION CCMSMUCToNIMPERVIOUS IMPERVIOUSAREA: 0.M ACRES
<br />NEW IMPERVIOUS AREA: 2.38 ACRES
<br />AREA TO BE DISTURBED: 6.14 ACRES
<br />RECEIVING WATERS
<br />STORM WATER FROM THIS SITE WILL BE COLLECTED IN A
<br />CITY OF ELI RIVER SIORM SEWER SYSTEM
<br />PuxS Au0 SPEC
<br />THE PLAN SHE IS OFF THIS PLAN SET INDICATE THE 1 FOLLOWING ITEMS
<br />THELOCATIONS OR`I.PERWOUS SURFACES. uM
<br />LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G, BUFFER ZONES WETLANDS ETC.)
<br />• STEEP SLOPE LOCATIONS
<br />• LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL
<br />DI TO BE INIIALLED ON• THE DETAIL SHEETS INDICATE ERTHEOSIONEANO SEDIMENT CONTROL BNPS TO BE
<br />f DEWLAR • ITENG IS REWIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE
<br />SLOPE DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADNG OPERATIONS
<br />S TIE GRADING OPERATIONS PROCEED.
<br />IOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA
<br />S TO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN
<br />THE SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WIN THE CONTOURS
<br />E INSTAL AEIOT 5 OPES DDT CATEGORY 3EiRDSO CRONTROL BLANKET ALONG THE
<br />N ANKM N L A N H W LAN A A
<br />ALLI.
<br />REQUIRE AN EFFECTNE MEANS of SEDIMENT
<br />CONTROLSUCH ASANER OIEO SLOPE. ONCONMO BLANKET COVERING OR SILT FENCE TO
<br />AREAT ARE TE BE AUE' EDEMTTHRI ] TTO11 MOP DRAINING TOWARDS WETLAND
<br />IMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING
<br />OPERATIONS ARE SUSPENDED OR CEASED FOR A PERIOD OF ] DAYS OR GREATER.
<br />ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT
<br />THE PROJECT ENTRANCE ON PARK AVENUE SOUTH.
<br />STREET SWEEPING OF THE PAVED SURFACES WILL BE REWIRED AS DIRECTED BY THE
<br />ENONEER.
<br />.LT FENCE AND BILL BE INEST
<br />RPRAP AND FILER BLAN
<br />OF THE WILET TPLACEMENT.T WILL BE PLACED
<br />THE CONTRACTOR MUST STABILIZE ALL EXPOSI
<br />FOLLOWING PERIOD GREATER TTV HAN OR EQUALTO 7DAYS
<br />CITY REWIRES STREET SWEEPING 10 OCCUR WITHIN B HOURS OF NOTICE FROM THE
<br />nTv.
<br />APPLYING MULCH. HYDRDMULCH. TACKIFIER, POLTACRYLAMIDE N SIMILAR EROSION
<br />PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A
<br />TEMPORARY OR PERMANENT DRAINAGE DITCH N SWALE. BLANKETS N OTHER
<br />PPRDVED, BY TIE ENGINEER, MITHOD SHALL BE USED,
<br />ORERATIDNS. NCLUDING`WBCNTRACPORS AND UTIILITI COMPANIES. SUCHUN EROSINLNI THE KAND OF A"
<br />EL
<br />ANNERSEDIMENTOVERTR`LTHE DURATIONSOFRTHEPROIECT. UOPERATORSAHAVE DAILY ACCESSI TO PROJECT
<br />SITE. THE CONTH
<br />ENTIRE SIM HASH NCTOR DERGNE`f NEAL STABILIZATION AFULLY`NDPOR N.O.THHAS BEEN SUBMITTEDSWPPPTION TO THETIMU. LPCPE
<br />THE CNOTRRACTp IS O PROVIDE A TRAINED INDIVIDF THE EROEBDN UUAL RRESPNIMENT CINP CONTROL BTHE IMPLEMENTATION.
<br />INSPECTION
<br />THAT INDIVIDUAL I UAL IS MAINTENANCE10 BEDENTIFIED AT THE PRE-CNSTiUCTON CONFERENCE AND LISTED INTHE
<br />MINU
<br />OF THE ENTIRE SIE AT
<br />ONCTHE E EVERY SEVEN DAYS`DURING CONSTRUCTION OPERATIONSIS TO PERFORM A RDUNIETION AND WINN 24
<br />HOURST AFTER` A EAST
<br />INSPECTIONRAINFALL EVENT GREATER THAI G5 INCHES IN 24 HOURS
<br />PROVIDED BY
<br />MCONTRACTOR. YDEFICIENCIES
<br />IE
<br />SEDIMENT CONTROL BNPS ARE TO BE NOTED ON THEINSPECTIONFORMAND CORRECTED BY
<br />DING THEEND OF THE IEIT BUSINESS DAY
<br />EFFECTIVE OR WHEN THECES SEDIMENA BET REACHESPONE-HALF THE HEIGREPLACEDHT OFMEN THE THEYDEVICAREExO LODGER
<br />SWPPIMPLEMENTATION, REVISING AMENDING AND INSPECTING (TO BE FILLED IN BY THE
<br />CONTRACTOR
<br />NMKSEORINDIVIDUAL&NNSPE
<br />DATE OF TRAINING CTIMG------------------
<br />ENT, PROF GINTRAINING _________
<br />CDNTE
<br />AININ
<br />TOTAL HOURS OF TRAINING _________
<br />BNP P 5EANAINION. MAIMANTENANCE. AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR)
<br />OVERSEEING & INSPECTING
<br />DATE OF TRAINING
<br />AMEN INSTRUCTOR _________ ---------
<br />ENT " PROVIDING TRAINING _________
<br />TOTALMHOIURS OF TRAINING _________
<br />POLLUTION PREVExI Ox
<br />FERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOL 10
<br />MINIMIZE EXPOSURE TO STORMWATER RUNOFF.
<br />NSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF
<br />FUEL OR CHEMICALS IS TO BE IMMEDATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF IN
<br />DRIDANCE TO
<br />RMCO FC STATE AND NETWDRLOCAL
<br />P BEGUL REGULATIONS.
<br />p 9 MAJOR VEHICLES SPILLS
<br />ES ARE
<br />T EBE REREPORTED TOO THE MPEP
<br />LEAKSGANDRD BJJECCT I.
<br />ROUTINE PREVENTIVE MAINTENAALLNCE EFFORTSNTO REDUCE THE LIKEUHNI OCO OF OR
<br />PORTABLE SAMIART WASTE FACILITIES ARE TO BE PROVIDED NSITE AID EMPMED ONA BI-WEEKLY
<br />CCRONCRETE BATCH TRUCKS BILL NOT BE ALLOWED
<br />10 DISCHARGE DRU AND CHUM WASHOUT
<br />DIRECTLY
<br />LOCATION AS PROWDED BY THTHE 'WHO A POTABLEE OWNER? RECEPTACLE LEPROVIDED v H CONTRACTOR n n HE
<br />FINAL STABIu2ATON
<br />FINAL STABILIZATION OCCURS MIEN ]O PERCENT OF THE PERWOUS AREA IS COVERED WIN
<br />UNIFORM. PERMANENT VEGETATION.
<br />ALL TEMPORARY EROSION AND SEDIMENT CONMOL FEATURES ARE TO BE REMOVED AND THE
<br />NPDES NOTICE OF IERNINATION IS 10 BE PREPARED AND SUBMITIED TO THE MPCA.
<br />REQUIREMENTS IN PROJECT RAM
<br />EI-
<br />rd ming NRn 5
<br />29 HOUR CA EMERGENCY NOTIFICATION
<br />x
<br />THE FOLLOWING OIIANITIMS IS AN ESTIMATED PRELIMINARY AMOUNT
<br />RE THIS ESTIMATE
<br />FOR SEDIMENT RROOVDED CONTROL
<br />REWIRED BY THE
<br />MINNESOT POLLUOORCT.
<br />CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION
<br />ACTIVITY ANY AGGIGM L DTGCEIROMEENREPLACEMENT BMPS WANTIITIES D
<br />THE FURNISHED
<br />AND INSTALLED BY HE VI A A NO
<br />ADDITIONAL COST TO
<br />Ax hurtM EA
<br />MEN LOSS
<br />FSnuAIFn lu
<br />1 IMMENUYS OPEN DRAINAGE RAYS AND STORM AID SAMTABY SEVERS DUE
<br />BE
<br />BE
<br />'NPPEINxp mADlxp m DmER Ndtrc IxwLxxc DGnRBpxO DF RR NG suRFACE roMER uxm
<br />PERPAY HALE 1 OBPNMEd FURMISH nu DOCUNEMIIIIN REWIRED ro OBlux APPU_E
<br />I'M BY
<br />AU,LUDMROEGAG SmRE_ LAKCS P"w' os D`PPEN ou°INUE BA FOR Rsi:%as :N `s.:"i a:TSENE .
<br />REMOVE DEPOGTED0Mini TALOLMOR PR`GRECLUE.Ems OF`AUTIGHM, HAVING KAUGGI FOU TO NINGIr,
<br />ESTAGUEGNE� MAINTAIN MI—ARY PREWNME MEASURES UNTIL PERMANENT MEASURE
<br />PART 1=
<br />GM uaDFw.
<br />AN.3Crs;`xN LENcros PIUDG1E, FABINC I—LEUM. SEAxs mm THE
<br />FOUL=
<br />1. AVERAGE MG GO ED SEW. IMMUNAM. WHEN MISTED IN ACDOADANCE WITH ISTIA D47SI.
<br />.EW.In'H1ENTESTEDIN
<br />..CO.. EN TED IN ACCORDANCE IN All D-2.
<br />TE DAR0. NEN EUBEDUENTANCCD FAA1` FKRT_HxESTPREPR x1ED.
<br />e. NOOp Y BY 2 IMC [S IN
<br />CROSS SECTION
<br />B. RT ioLPORRIRY S DTNT LDD; �FILTERR LOGS MILL CNSIBT OF TYPE WOOD FIBER BIDROLLS AND THE
<br />uALTE G*E DOFN.E PFER= CdTROL BY NIRCU. INC.. OR EOML
<br />u H Sx TADA INC. M EWAL.
<br />D,)PPROVIOF`CMRBGGPENN1 PROTECDN FUR` CUSINIINLLns BIM CURB GPENIN
<br />M .%:.ROLL.
<br />CoWn
<br />BLANKET
<br />u [) M AN N VINO FN[Rs SANONIMED Bn¢Ex AN
<br />ATTACHED TOP AND D)TION LAYER D' NET BACKING.
<br />2) m NNINC. EUIIIDENT UV SIABILRAFN FN BREAKDOWN TO
<br />3) so nPtlS EANSTEEL ME
<br />I AfNo1Rm. DEAIIL oT`�`� o1 a-S"A 11xGNU. OR HEAVTOP E BonN AFTER
<br />ERE
<br />BIG
<br />INM
<br />A) THE BR BON COOS ILANKETE
<br />2. E FOR USE ON INs PR0. INCLUDE.
<br />m)MORN AMERICAN GREEN - B1M�
<br />mxpe0 OBER u u H THE FIBERS SHALL.BE CCYPGSED (0.A INCHES) IMNLE:._ N` 50.E CRC NCREMSHALLMBE REiuNED TN
<br />FIBERS 'ALL AVERAGE T' " NDN IC DIE. ID
<br />D IN UNIFDRN APPLICATION OVER THE SIE.
<br />2) THE
<br />AGRIGULF R SMB 9OD`IFOR n [RSC0.LdD BDN SHALL(� R o, D, LK2 OR tlSPERSE ELFAORS[aEAND
<br />N.
<br />3) THE
<br />NEm OSLURRY SHHAALL MI O FORM A CRISP APPRNINATELY — NM (1/B ro 1/A INDIES)nNICK
<br />A) THE MdSIWE CNTENi O lxE NAIMX MALL BE 12K H/- lK BY V[IMi.
<br />5) m ALL —T. T' uArzB LG Awl ARE 1NK BKXIEGRANa[ AND IDEK GENEFIDAL TO
<br />M THE xIMMI SHALL PROVIDE ICVL CNIUROMS COVERAGE AND SHALL HIVE NO HOLES GREATER THIN
<br />IN" IN
<br />]) THE HYNAETED 1111 D[xdTr SHILL BE APPRNIxATEO BY A vuNP TEST PMN lO APPLICATION
<br />e) mALLGCMEEN tro GALLONS AND t23 GULN4 PFR 5hBS �FPExdxG ONTEFxICmr OF THE Pup GUCT`LS gARY
<br />USED
<br />9) THE BMCED FIBER IMME1 MULCH PR OU ACCEPIABIE FOR USE N NIS -CT IN:ILCE.
<br />(e)EN
<br />(MSdL GUARD VIA
<br />(L)[ON- CONNED OBERS ING
<br />MUIPEAARY
<br />K.KD
<br />1. =-,rN GEOMIFLE FABRIC SEIN AID A BAG USAG A DOUBLE NEEDLE IMMUNE AND HIGH STRENGTH
<br />SEAIS SHALL HIVE AN RAGE IDN STREMGN GF -BUNCH AS PER All D4RR3 AND MEET GR
<br />O.ED THE
<br />1) mPER All 'D
<br />2) PUNCTUREWM IF
<br />TES AS PER AllD 483T.�
<br />1) FLM RATE OF Bs OAL/uIN/9 Al PER Al. D MAB1.
<br />A) PERMIn...W O 1.3 BE— AS PER All D AA91.
<br />5) ADSK OF BDXTUS SIEVE A PERSIRENGN OF ASIA SI A D 1751.All O 3]M.
<br />2. —1 LARGE ENOUGH ID A WIN SIRMP 1. IIE UNIT CLOSED.
<br />u I1) AOF NNRNNENIAL. INC. 2811 CARDMLL ROAD. RIDHYND. NRONIA 232N. mo-99B-SB3R
<br />p I) MDN UCCII INC. Pa — IUUD WESTERYRLE, MID —GE. mo-wl-aaBA.
<br />. EQUAL
<br />x0. xx mpNd. KEM AND SIGN NE NOTICE OF INTENT, OBIMM THE ONER'S LNATURC AND
<br />SLID CA
<br />PE OF PREWNTW ICABURES
<br />PENDE
<br />:1 E PLAN
<br />PUMPED WKIER APPLICATION.
<br />[P,E TEND G HDRELERE LONGER FULL DI,
<br />ENT- MAY BE RECUMED"TO IRi�EOUAIELI C�xTIHE TIRES FRN THE
<br />USE M-NAL 11 INCH HIGH MRRERS wM.M.T ED INCH LH All. ONG PUSM SPACED AT
<br />FEET 'MUNK, SPACING
<br />MEG M.M.M
<br />CAE; "INlxuu.
<br />BM MEOSRxIN DIM aBPMMCINxxm, sxucE AT PO
<br />E OF THE
<br />G.
<br />FNGMN FABRIC TO
<br />FOUR MI)514`CA�CENp08l 1/1 ONLY. OVERLAPPIG IT L%STT� INI MNCH MAMK DMIAEIER IIII aR BUTIM HEAD , I IND
<br />LONG 'INLEAST17 N.. G-1 INCH ... 1/4 INCH
<br />CRUAWN WIDTH D 1/2TINCH LONG LFGEL
<br />OR oNOR U&MBEED AREA
<br />STAKES x1EX; UK
<br />N1TALNE.D I2%1 THE Of THE MOME PEMMEmR COMMU
<br />USED THE PE1:1IE1 CONMPL TO HELP GTARLIGE DURING RAIN EWN1
<br />PLACE IS RECONMENDED BY THE IMMUFACTURBER.
<br />ISLA' :E IN" 'RE DEEPER THAN
<br />1) IHBER
<br />uMALL BEEm R[DD APPUCAIGRAu —Al EQUIPMENT BY A
<br />.ANIACI2) RAINFALL M ALLOW THE EFFI a eoiae°IE Ti.E Toovn�xa v PRoxcn
<br />1) III FINE Mro DE.AMR TH PPLIEED IN 11 1APPLUEAO11�1 III -HALF RATE) VITA
<br />a) In
<br />GUE
<br />FADEB
<br />5) THE wslpuxnON MI[ O THE BM uULM SHALL BE ss LEE PER ACRE,
<br />1. BEPI CE THE UNIT M 1 P p` RSEDINENT NRVH[n s dR ENT HAS REDUCEDF. P ACE SENIENT IN APPROPRAM LOCAIIONS ON WIFE: GO NOT BEIGME FROM
<br />,ME " RATE OF NE
<br />O Z J
<br />H M J
<br />0
<br />LL
<br />aj> >
<br />~
<br />04 Q
<br />J Qf
<br />W W W Q
<br />Z H Z
<br />d 0 < d
<br />_mow a
<br />Q ~ Z
<br />0 a V)
<br />UIEET NO
<br />7
<br />D
<br />QRPLETAIE DATE _ (lO BE FILLED IN BY CONTRACTDR)
<br />PERMNENT STORuwpIER OESION CALCuuTIONS
<br />-SEE DRAINAGE REPORT FOR STORMWATER CALCULATIONS.
<br />-SITE SOL INFORMATION IS IN DRAINAGE REPORT.
<br />AGGREGATE BASET BITUMNOUS PAVINGSUTILITIES IS1OF 01RM WATER
<br />MANAGEMENT, AID TURF ESTABLIESHMENT.
<br />PRE -CONSTRUCTION CCMSMUCToNIMPERVIOUS IMPERVIOUSAREA: 0.M ACRES
<br />NEW IMPERVIOUS AREA: 2.38 ACRES
<br />AREA TO BE DISTURBED: 6.14 ACRES
<br />RECEIVING WATERS
<br />STORM WATER FROM THIS SITE WILL BE COLLECTED IN A
<br />CITY OF ELI RIVER SIORM SEWER SYSTEM
<br />PuxS Au0 SPEC
<br />THE PLAN SHE IS OFF THIS PLAN SET INDICATE THE 1 FOLLOWING ITEMS
<br />THELOCATIONS OR`I.PERWOUS SURFACES. uM
<br />LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G, BUFFER ZONES WETLANDS ETC.)
<br />• STEEP SLOPE LOCATIONS
<br />• LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL
<br />DI TO BE INIIALLED ON• THE DETAIL SHEETS INDICATE ERTHEOSIONEANO SEDIMENT CONTROL BNPS TO BE
<br />f DEWLAR • ITENG IS REWIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE
<br />SLOPE DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADNG OPERATIONS
<br />S TIE GRADING OPERATIONS PROCEED.
<br />IOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA
<br />S TO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN
<br />THE SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WIN THE CONTOURS
<br />E INSTAL AEIOT 5 OPES DDT CATEGORY 3EiRDSO CRONTROL BLANKET ALONG THE
<br />N ANKM N L A N H W LAN A A
<br />ALLI.
<br />REQUIRE AN EFFECTNE MEANS of SEDIMENT
<br />CONTROLSUCH ASANER OIEO SLOPE. ONCONMO BLANKET COVERING OR SILT FENCE TO
<br />AREAT ARE TE BE AUE' EDEMTTHRI ] TTO11 MOP DRAINING TOWARDS WETLAND
<br />IMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING
<br />OPERATIONS ARE SUSPENDED OR CEASED FOR A PERIOD OF ] DAYS OR GREATER.
<br />ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT
<br />THE PROJECT ENTRANCE ON PARK AVENUE SOUTH.
<br />STREET SWEEPING OF THE PAVED SURFACES WILL BE REWIRED AS DIRECTED BY THE
<br />ENONEER.
<br />.LT FENCE AND BILL BE INEST
<br />RPRAP AND FILER BLAN
<br />OF THE WILET TPLACEMENT.T WILL BE PLACED
<br />THE CONTRACTOR MUST STABILIZE ALL EXPOSI
<br />FOLLOWING PERIOD GREATER TTV HAN OR EQUALTO 7DAYS
<br />CITY REWIRES STREET SWEEPING 10 OCCUR WITHIN B HOURS OF NOTICE FROM THE
<br />nTv.
<br />APPLYING MULCH. HYDRDMULCH. TACKIFIER, POLTACRYLAMIDE N SIMILAR EROSION
<br />PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A
<br />TEMPORARY OR PERMANENT DRAINAGE DITCH N SWALE. BLANKETS N OTHER
<br />PPRDVED, BY TIE ENGINEER, MITHOD SHALL BE USED,
<br />ORERATIDNS. NCLUDING`WBCNTRACPORS AND UTIILITI COMPANIES. SUCHUN EROSINLNI THE KAND OF A"
<br />EL
<br />ANNERSEDIMENTOVERTR`LTHE DURATIONSOFRTHEPROIECT. UOPERATORSAHAVE DAILY ACCESSI TO PROJECT
<br />SITE. THE CONTH
<br />ENTIRE SIM HASH NCTOR DERGNE`f NEAL STABILIZATION AFULLY`NDPOR N.O.THHAS BEEN SUBMITTEDSWPPPTION TO THETIMU. LPCPE
<br />THE CNOTRRACTp IS O PROVIDE A TRAINED INDIVIDF THE EROEBDN UUAL RRESPNIMENT CINP CONTROL BTHE IMPLEMENTATION.
<br />INSPECTION
<br />THAT INDIVIDUAL I UAL IS MAINTENANCE10 BEDENTIFIED AT THE PRE-CNSTiUCTON CONFERENCE AND LISTED INTHE
<br />MINU
<br />OF THE ENTIRE SIE AT
<br />ONCTHE E EVERY SEVEN DAYS`DURING CONSTRUCTION OPERATIONSIS TO PERFORM A RDUNIETION AND WINN 24
<br />HOURST AFTER` A EAST
<br />INSPECTIONRAINFALL EVENT GREATER THAI G5 INCHES IN 24 HOURS
<br />PROVIDED BY
<br />MCONTRACTOR. YDEFICIENCIES
<br />IE
<br />SEDIMENT CONTROL BNPS ARE TO BE NOTED ON THEINSPECTIONFORMAND CORRECTED BY
<br />DING THEEND OF THE IEIT BUSINESS DAY
<br />EFFECTIVE OR WHEN THECES SEDIMENA BET REACHESPONE-HALF THE HEIGREPLACEDHT OFMEN THE THEYDEVICAREExO LODGER
<br />SWPPIMPLEMENTATION, REVISING AMENDING AND INSPECTING (TO BE FILLED IN BY THE
<br />CONTRACTOR
<br />NMKSEORINDIVIDUAL&NNSPE
<br />DATE OF TRAINING CTIMG------------------
<br />ENT, PROF GINTRAINING _________
<br />CDNTE
<br />AININ
<br />TOTAL HOURS OF TRAINING _________
<br />BNP P 5EANAINION. MAIMANTENANCE. AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR)
<br />OVERSEEING & INSPECTING
<br />DATE OF TRAINING
<br />AMEN INSTRUCTOR _________ ---------
<br />ENT " PROVIDING TRAINING _________
<br />TOTALMHOIURS OF TRAINING _________
<br />POLLUTION PREVExI Ox
<br />FERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOL 10
<br />MINIMIZE EXPOSURE TO STORMWATER RUNOFF.
<br />NSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF
<br />FUEL OR CHEMICALS IS TO BE IMMEDATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF IN
<br />DRIDANCE TO
<br />RMCO FC STATE AND NETWDRLOCAL
<br />P BEGUL REGULATIONS.
<br />p 9 MAJOR VEHICLES SPILLS
<br />ES ARE
<br />T EBE REREPORTED TOO THE MPEP
<br />LEAKSGANDRD BJJECCT I.
<br />ROUTINE PREVENTIVE MAINTENAALLNCE EFFORTSNTO REDUCE THE LIKEUHNI OCO OF OR
<br />PORTABLE SAMIART WASTE FACILITIES ARE TO BE PROVIDED NSITE AID EMPMED ONA BI-WEEKLY
<br />CCRONCRETE BATCH TRUCKS BILL NOT BE ALLOWED
<br />10 DISCHARGE DRU AND CHUM WASHOUT
<br />DIRECTLY
<br />LOCATION AS PROWDED BY THTHE 'WHO A POTABLEE OWNER? RECEPTACLE LEPROVIDED v H CONTRACTOR n n HE
<br />FINAL STABIu2ATON
<br />FINAL STABILIZATION OCCURS MIEN ]O PERCENT OF THE PERWOUS AREA IS COVERED WIN
<br />UNIFORM. PERMANENT VEGETATION.
<br />ALL TEMPORARY EROSION AND SEDIMENT CONMOL FEATURES ARE TO BE REMOVED AND THE
<br />NPDES NOTICE OF IERNINATION IS 10 BE PREPARED AND SUBMITIED TO THE MPCA.
<br />REQUIREMENTS IN PROJECT RAM
<br />EI-
<br />rd ming NRn 5
<br />29 HOUR CA EMERGENCY NOTIFICATION
<br />x
<br />THE FOLLOWING OIIANITIMS IS AN ESTIMATED PRELIMINARY AMOUNT
<br />RE THIS ESTIMATE
<br />FOR SEDIMENT RROOVDED CONTROL
<br />REWIRED BY THE
<br />MINNESOT POLLUOORCT.
<br />CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION
<br />ACTIVITY ANY AGGIGM L DTGCEIROMEENREPLACEMENT BMPS WANTIITIES D
<br />THE FURNISHED
<br />AND INSTALLED BY HE VI A A NO
<br />ADDITIONAL COST TO
<br />Ax hurtM EA
<br />MEN LOSS
<br />FSnuAIFn lu
<br />1 IMMENUYS OPEN DRAINAGE RAYS AND STORM AID SAMTABY SEVERS DUE
<br />BE
<br />BE
<br />'NPPEINxp mADlxp m DmER Ndtrc IxwLxxc DGnRBpxO DF RR NG suRFACE roMER uxm
<br />PERPAY HALE 1 OBPNMEd FURMISH nu DOCUNEMIIIIN REWIRED ro OBlux APPU_E
<br />I'M BY
<br />AU,LUDMROEGAG SmRE_ LAKCS P"w' os D`PPEN ou°INUE BA FOR Rsi:%as :N `s.:"i a:TSENE .
<br />REMOVE DEPOGTED0Mini TALOLMOR PR`GRECLUE.Ems OF`AUTIGHM, HAVING KAUGGI FOU TO NINGIr,
<br />ESTAGUEGNE� MAINTAIN MI—ARY PREWNME MEASURES UNTIL PERMANENT MEASURE
<br />PART 1=
<br />GM uaDFw.
<br />AN.3Crs;`xN LENcros PIUDG1E, FABINC I—LEUM. SEAxs mm THE
<br />FOUL=
<br />1. AVERAGE MG GO ED SEW. IMMUNAM. WHEN MISTED IN ACDOADANCE WITH ISTIA D47SI.
<br />.EW.In'H1ENTESTEDIN
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<br />TE DAR0. NEN EUBEDUENTANCCD FAA1` FKRT_HxESTPREPR x1ED.
<br />e. NOOp Y BY 2 IMC [S IN
<br />CROSS SECTION
<br />B. RT ioLPORRIRY S DTNT LDD; �FILTERR LOGS MILL CNSIBT OF TYPE WOOD FIBER BIDROLLS AND THE
<br />uALTE G*E DOFN.E PFER= CdTROL BY NIRCU. INC.. OR EOML
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<br />ATTACHED TOP AND D)TION LAYER D' NET BACKING.
<br />2) m NNINC. EUIIIDENT UV SIABILRAFN FN BREAKDOWN TO
<br />3) so nPtlS EANSTEEL ME
<br />I AfNo1Rm. DEAIIL oT`�`� o1 a-S"A 11xGNU. OR HEAVTOP E BonN AFTER
<br />ERE
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<br />A) THE BR BON COOS ILANKETE
<br />2. E FOR USE ON INs PR0. INCLUDE.
<br />m)MORN AMERICAN GREEN - B1M�
<br />mxpe0 OBER u u H THE FIBERS SHALL.BE CCYPGSED (0.A INCHES) IMNLE:._ N` 50.E CRC NCREMSHALLMBE REiuNED TN
<br />FIBERS 'ALL AVERAGE T' " NDN IC DIE. ID
<br />D IN UNIFDRN APPLICATION OVER THE SIE.
<br />2) THE
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<br />N.
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<br />NEm OSLURRY SHHAALL MI O FORM A CRISP APPRNINATELY — NM (1/B ro 1/A INDIES)nNICK
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<br />5) m ALL —T. T' uArzB LG Awl ARE 1NK BKXIEGRANa[ AND IDEK GENEFIDAL TO
<br />M THE xIMMI SHALL PROVIDE ICVL CNIUROMS COVERAGE AND SHALL HIVE NO HOLES GREATER THIN
<br />IN" IN
<br />]) THE HYNAETED 1111 D[xdTr SHILL BE APPRNIxATEO BY A vuNP TEST PMN lO APPLICATION
<br />e) mALLGCMEEN tro GALLONS AND t23 GULN4 PFR 5hBS �FPExdxG ONTEFxICmr OF THE Pup GUCT`LS gARY
<br />USED
<br />9) THE BMCED FIBER IMME1 MULCH PR OU ACCEPIABIE FOR USE N NIS -CT IN:ILCE.
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<br />1. =-,rN GEOMIFLE FABRIC SEIN AID A BAG USAG A DOUBLE NEEDLE IMMUNE AND HIGH STRENGTH
<br />SEAIS SHALL HIVE AN RAGE IDN STREMGN GF -BUNCH AS PER All D4RR3 AND MEET GR
<br />O.ED THE
<br />1) mPER All 'D
<br />2) PUNCTUREWM IF
<br />TES AS PER AllD 483T.�
<br />1) FLM RATE OF Bs OAL/uIN/9 Al PER Al. D MAB1.
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<br />5) ADSK OF BDXTUS SIEVE A PERSIRENGN OF ASIA SI A D 1751.All O 3]M.
<br />2. —1 LARGE ENOUGH ID A WIN SIRMP 1. IIE UNIT CLOSED.
<br />u I1) AOF NNRNNENIAL. INC. 2811 CARDMLL ROAD. RIDHYND. NRONIA 232N. mo-99B-SB3R
<br />p I) MDN UCCII INC. Pa — IUUD WESTERYRLE, MID —GE. mo-wl-aaBA.
<br />. EQUAL
<br />x0. xx mpNd. KEM AND SIGN NE NOTICE OF INTENT, OBIMM THE ONER'S LNATURC AND
<br />SLID CA
<br />PE OF PREWNTW ICABURES
<br />PENDE
<br />:1 E PLAN
<br />PUMPED WKIER APPLICATION.
<br />[P,E TEND G HDRELERE LONGER FULL DI,
<br />ENT- MAY BE RECUMED"TO IRi�EOUAIELI C�xTIHE TIRES FRN THE
<br />USE M-NAL 11 INCH HIGH MRRERS wM.M.T ED INCH LH All. ONG PUSM SPACED AT
<br />FEET 'MUNK, SPACING
<br />MEG M.M.M
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<br />FNGMN FABRIC TO
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<br />LONG 'INLEAST17 N.. G-1 INCH ... 1/4 INCH
<br />CRUAWN WIDTH D 1/2TINCH LONG LFGEL
<br />OR oNOR U&MBEED AREA
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<br />N1TALNE.D I2%1 THE Of THE MOME PEMMEmR COMMU
<br />USED THE PE1:1IE1 CONMPL TO HELP GTARLIGE DURING RAIN EWN1
<br />PLACE IS RECONMENDED BY THE IMMUFACTURBER.
<br />ISLA' :E IN" 'RE DEEPER THAN
<br />1) IHBER
<br />uMALL BEEm R[DD APPUCAIGRAu —Al EQUIPMENT BY A
<br />.ANIACI2) RAINFALL M ALLOW THE EFFI a eoiae°IE Ti.E Toovn�xa v PRoxcn
<br />1) III FINE Mro DE.AMR TH PPLIEED IN 11 1APPLUEAO11�1 III -HALF RATE) VITA
<br />a) In
<br />GUE
<br />FADEB
<br />5) THE wslpuxnON MI[ O THE BM uULM SHALL BE ss LEE PER ACRE,
<br />1. BEPI CE THE UNIT M 1 P p` RSEDINENT NRVH[n s dR ENT HAS REDUCEDF. P ACE SENIENT IN APPROPRAM LOCAIIONS ON WIFE: GO NOT BEIGME FROM
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