04-17-2017 Planning Commission Packet

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TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE SWPPP NARRATIVE - EROSION AND SEDIMENT CONTROL :11 ASTSTREE XORXbA EJ90 MEET NOR JS,MNSSRI 1 NW 1N 0454 PROJECT OSCRIPTIDN; ROARS OF CONNECTING TO A SURFACE WATER. UTLIZED BY CONTRACTOR TO PREVENT SEDIMENTATION NE THE AREA MUST BE STEED OFT AND A STORYRATER POLLUTION PREVENTIDN PUN(SWPPP)5 REWIRED AS PART OF THE GENERAL PERMIT E. THE CONTRACTOR MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SEE IN MARKED SO THAT HE NY CONSTRUCTION EQUIPMENT MU.NOT COMPACT TIC SOIL PIERCE PINI & AUTIIORI)ATKN TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTON MITER R THE NATORDER TO INCREASE SEDIMENT REMOVAL MID MAXIMIZE INFILTRATION UNLESS INFEASIBLE.THE N. INSPECTIONS CAN BE SUSPENDED DUE TO FROZEN ORONO CONDITIONS MM.FIRST RUNOFF POLLIITNtt DISCHARGE FIIMIHATRTN SYSTEM(NRFS)/STATE DISPOSAL SYSTEM(SD()CONSTRUCTION CONTRACTOR MUST UTILIZE VELOCITY DISSIPATER DEVICES IF NECESSARY TO PREVENT EROSION WHEN OCCURS OR CONSTRUCTION ACTMTIES RESUME. STORYWATER PERMIT FOR TIE PROJECT. ALL SITE WORK SHALL FOLLOW THE PERMIT GUIDELINES AND DIRECTING STORYWATER TO VEGETATED AREAS. RULES. FS THE GOAL OF POLLUTION PREVENTION EFFORTS DURING PROJECT CONSTRUCTIN 5 TO CONTROL SOIL MD 3.SEDIMENT CONIROI PRACMES 6.PONTRAC LOTION PRA-WRIER MRESPONS ASSOCIATES CONTRACTOR T MEAS BE RN DE SITE:FOR IMPLEMENTING THE FOLLOWING POLLUTION PREVENTION POLLUTANTS ERS.ME PURHE POSEIiE OFAiD PREvENT wS SWPPP b EO PROVIDE GUDELINES FM FROM LEAVING THE OR SITEDST TO GOAL.THE 5 ACPE CONTRACTOR SHALL BE RESPONLRE FOR THE FOLLOWING SEDIMENT CONTROL PRACTICES: MANAGEMENT YuwREs AL TIE ADZE 9298 CENTRAL AVENUE NE, MUST SE KEPT CASTE AND UPDATED AS DURING THE COURSE OF CONSTRUCTION TO KEEP E A. CONTRACTOR MUST INSTALL ALL DOWN GRADIENT PERIMETER CONTROLS BEFORE ANY UR GRADER, A THE CONTRACTOR SILL TINWZE M EXPOSURE OF AM PRODUCTS,MATERIALS.MID WASTES FROM CURRENT WITH ANY TE ANDATONS TO THE NECESSARYN CONTROL MEASURES BEING UTILIZED. DISTWBANCE BEGINS CONTRACTOR SWL MAINTAIN PERIMETER CONTROLS UNTIL FINAL STMILIZATKN STORMWATER YMCA MAY BEA SOURCE O CONTAMATON TO STORMATER OR ARE NOT DESIGNED SUITE 312 MI5 BEEN ESTABLbHEU. TO BE EXPOSED TO STORYWATER. 55434 STEL 7 MN .1311 MG PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW RESIDENTIAL HOUSE AND DRIVEWAY ON LAKE B. CONTRACTOR TO SHALL ROXEN NGMO BEE INSTALLATION TO Ma ALL SLOPES OF]AT:iV OR B. BUILDING PRODUCTS THAT WY LEACH POLLUTANTS POST BE UNDER COVER(PLASTIC D II AD. TEL 763.537.1371 MINNETON.N gRONO,MINNESOTA STEEPER TO AN LO6ROKEN LENGTH OF 15 FEET OR LESS. TEMPORARY'ROOFS,ETC.)TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED Br A C. F DONR GRADIENT SEDIMENT CONTROLS ARE OVERLOADED,MOR E CONTRACTMUST INSTALL SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMATER. FAX 763.537.1354 THE PROPOSED STORYWATER MANAGEMENT DESIGN WILL MEET THE REQUIREMENTS OF THE CITY OF ORONO ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REWNDMT BAPS TO ELIMINATE C. PESTI IDES.TERNCOES,NSECTCRIES.FERTILIZERS.TREATMENT CHEMICALS.MO LANDSCAPE AND THE YINNEIWN CREEK WATERSHED DISTRICT.THIS PROJECT 5 NOT REQUITED TO MEET ME INCA OVERLOADING.TATE SWPPP MUST BE ATTENDED TO DENTFY THESES ADDITIONAL PRACTICES. MATERIALS MUSE BE UNDER COVER(PLASTIC SEEING,TEMPORARY ROOFS.ETC.)TO PREVENT THE PERMANENT STORYNATER YNNGEMENT REQUREMENTS BECAUSE THE INCREASE IN IMPERVIOUS AREA S LESS D. WING AND INSTALLATION OF SEDIMENT CONTROL DEUCES CAN BE ADJUSTED BY CONTRACTOR TO DISCHARGE OF POLLUTANTS OR PROTECTED BY A SRWIARLY EFFECTIVE SEAMS DESIGNED TO MNYIZE THAN ONE ACRE. ACCOMODATE SHORT-TERM ACTORS SUCH AS CLEARING MID GRUBBING OR VEHICLE PASSAGE.ANY CONTACT WITH STORYWATER. SHORT-TERM ACTIVITY MUST BE COMPLETED AS OUIGKLY AS POSSIBLE MD THE SEDIMENT CONTROL HAZARDOUS ZARDOUS MATERIALS.TOXIC WASTE.(INCLUDING OIL DIESEL FUEL GSOLNE.HYDRAUJC FLUIDS.STORAWATER MANAGEMENT CONSISTS OF A SERIES OF ROOF DRAINS AND DOWN SPOUTS THAT WILL PRACTICESAVANT MUST BE NSTALLED IMMEDIATELY AFTER THE AMTY 5 COMPLETED AND IN ALL CASES PALM SOLVENTS.PETROLEUM-BASED PRODUCTS,WOOD PRESERVATIVES,ADDITIVES,CURING MONROE TO GRADE AND EXISTING STORM SEWER INFRASTRUCTURE ON-SITE THAT ULTIMATELY CONNECTS TO PRIM TO THE NEXT PRECIPITATION EVENT. LAKE YINNETONNA E. ALL PUBLIC AND PRIVATE STORM SEWER INLETS AND OUTLETS SHALL BE PROTECTED BY CONTRACTOR COIPOUDS,MID ACIDS)MUST BE STORED IN SEALED CONTAINERS TO PREVENT SPILLS.LEAKS OR WINE APPROPRIATE GYPS WRING THE WORK.THESE PRACTICES SHALL RERAN IN PLACE UNTIL THE STORA E RAAR6E. SALRESOr ED ACCESS STORAGE AREAS MUST BE PROVIDED T PREVENT EMERVANDT. RFCAIIATORY CINTFXT' POTENTIAL SOURCES FOR DISCHARGING SEDWEM TO WAITS HAVE BEEN STABILIZED BY CONTRACTOR. STORAGE ANE DEPOSAL O HALIRDOIS WTERNS MUST COMPLr WITH ALL STATE REOUIREYENTS. DTECILARGE TO SPECIAL.OR YPAIRFO WATERS WITHIN ONE MILE OF SIT[; F. TEMPORARY SOIL MU STOCKPILES ST HAVE SET FENCE OR OTHER EFFECTIVEREQUIREMENTS.SEDIMENT CONTROLS. E. SOLO WASTE MUST BE STORED.COLLECTED.AND DISPOSED N COIRUMNCE MR Nl STATE -TH5 PROJECT DISCHARGES TO LAKE ETONKA(LOWER LAKE)-THIS WATER BODY 5 IDENTIFIED ASSOIL STOCKPILES SHALL NOT BR E ACED N SURFACE WATERS OR STORMMATER CONVEYANCES. MINN AN IMPARTED WATER ON ME MPDS 303(0)WANED WATERS LIST FOR MERCURY IN FSH. NO ACCEPTABLE PROTECTION INCLUDES COVER OF MULCH,EROSION CONTROL MATS.OR PLASTIC F. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE NO SILL NOT BE TIPPED OVER. ADDITIONAL BAPS ARE REQUIRED FOR COMPLIANCE. SEETING. SWIM(WASTE MUST BE DISPOSED OF IN ACCORDANCE WITH ALL STATE REOUREMENTS. G. ROCK CONSTRUCTOR ENTRANCES OR EOUNPLENT SYSTEM MUST BE INSTALLED BY CONTRACTOR TO G. THE CONTRACTOR SHALL TAKE REASONABLE STEPS TO PREVENT THE MADAME OF SPELLED OR PLACEMENT O ELL IN WATERS OF ME MATE. MNMZE TRACKING FROM SITE.CONTRACTOR SHALL PROVIDE STREET SWEEPING AS NECESSARY F LEAKED CHEMICALS.INCLUDING FUEL.FROM ALL AREAS WHERE CHEMICALS OR FUEL WILL BE LOADED -N/A GYPS ARE NOT ADEOWTE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. OR UNLOADED.INE CONTRACTOR MUST CONDUCT FUELING IN A CONTARED AREA UNLESS INFEASIBLE. DIIINKING WALTER SUPPLY WNAGFMINf AIFAL H. CONTRACTOR SHALL PROVIDE TEMPORARY SEDIMENTATION BASINS AS MOWED B/THE PERMIT. THE CONTRACTOR MUST ENSURE ADEQUATE SIMPLES ARE AVAUBLE AT ALL TRES TO CLEAN UP DISCHARGED MATERIALS MO THAT AN APPROPRNDISPOSAL CETHIOD 5 AE FOR RECOVERED -N/A L CONTRACTOR MUST YNYZE SOL COMPACTION NO PRESERVE FUNCTION.UNLESS MEISRLE. SPILLED MATERIALS.ALL SPILLS MIST BE CLEANED UR MID REPORTED N ACCORDANCE MAIM STATE SITE DICT SEL COMPACTION b NOT REWIRED ADHERE THE OF A SPECFC AREA O THE REONREMENTS.DRY CLEAN UP MEASURES SHALL BE USED WHERE POSSIBLE. SHE DICTATES THAT R BE COMPACTED.. H. THE METED CONTRACTOR MUST LIMIT VEHICLE AND EQUIPMENE WASHING TO A DEFIED AREA WHEN THE PROJECT SEORM ALTER DISCHARGE 5 NOT ANTICIPATED TO IMPACT ANY OF TIE FOLLOWING: J. THE CONTRACTOR MUST PRESERVE A 50 FOOT NATURAL BUFFER OR PROVIDE RET SEDIMENT COSPIEIED ON THE PROJECT SITE.RUNOFF FROM THE WASHING AREA MUST BE CONTAINED N A -OUTSTANDING RESOURCE VALUE WATERS.TROUT WATERS,MELEES.CALCAREOUS FENS,PROPERTES CONTROLS WHEN A SURFACE WATER b LOCATED WITHIN 50 FEET OF THE PROJECT DISTURBANCE SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AMD WASTE FROM THE WANING ACTARTY LISTED BY THE 1NTONAL REGISTER OF HISTORIC PLACES OR ARCHAEOLOGICAL SEES UNITS MO STORMMAMER FLOWS TO TIE SURFACE WATER. MUST BE PROPERLY DISPOSED O.THE CONTRACTOR MUST PROPERLY USE MID STORE SOAPS. K. F POLYMERS,FLOCCULAMS.OR OTHER SEDWEHITATKN TREATMENT CHEMICALS ARE USED ON SITE. DETERGENTS,OR SOLVENTS.NO ENGINE DEGREAME IS ALLOWED ONSITE. THE PROJECT STORYWATER DGCIMRGE 5 TOT SUBJECT TO ADMEAL REGULATION OE TO ANY OF THE THE CONTRACTOR MUSE COMPLY WITH THE FOLLOWING REQUIREMENTS. I. THE CONTRACTOR MIST PROMO EFFECTIVE C ST C FOR ALL QUO MO SOLO WASTES FOLLOWING: 4. THE CONTRACTOR MUST USE COHMNEKXEL EROSION MO SEDIMENT CONTROLS PRIOR TO GENERATED BY WASHOUT OPERATIONS(CONCRETE.STUCCO.POM,FORM RELEASE ONS CURING -OTHER FORMAL ENVIRONMENTAL RENEWS,ENDANGERED OR THREATENED SPECES CHEMICAL ADDITION TO ENSIRE EFFECTIVE TREATMENT.CHEMICALS MAY ONLY BE APPLEO C NO AND OTHER CONSTRUCTION MATERIALS)RELATED TO THE PROJECT CONSTRUCTION WERE TREATED STORWWTER S DIRECTED TO A SEDIMENT CONTROL SYSTEM WHICH*LowsS ACTMIYTMTY.NO WASHOUT WASTES WY CONTACT THE GROUND.AND THE CONTAINMENT MUST BE FOR THE SETTLEMENT OF TIE FOC PRO.TO DISCHARGE. DESEED SO THAT IT DOES NOT RESULT IN RIF FROM M WASOUT OPERATION1 OR ARE 1.TOE TFR RVIMER RETORT RM ISWPPPI WR FYFNTATIDN RFSNWRINII ID'S; K. CHEMICALS MIST BE SELECTED THAT IRE TION.C NMELY SUITED TO THE TYPES OF SOFAS LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND N COYPIINICE WITH ALL MPCA 1.THE OWNER MD CONTRACTOR ARE PEFOR ALL (S)AS CENTRED BY M WOES PERMIT. LIKELY TO BE EXPOSED D IBRD CONSTRUCTION.CMN.CHEMICALS MUST BE USED N ACCORDANCE RULFS.A SKIN MUST BE INSTALLED ADJACENT TO EACH WASTOLIT FACILITY TINT REOURES SITE 2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF M SWPPP.INCLUDING M WITH ACCEPTED ENGINEERING PRACTICES.AND WITH DOSING SPECIFICATION AND SEDIMENT WASTES. TO UTILIZE PROPER FACILITIES FOR OSPOSAL O CONCRETE NO OTTER IIAv1Dur ACTINIDES OF ALL OF M CONTRACTORS SUBCONTRACTORS. REMOVAL DESIGN SPECFFATON PROVIDED BY M MANUFACTURER. 3.CONTRACTOR SHELL PROVIDE A PERSON(S)KNOWLEDGEABLE AND EXPERIENCED N THE APPLICATION OF 4_TVWATFRNG MIQ BASH DIRdVBO 7.FINAL STABILIZATKN EROSION PREVENTION AND SEDIMENT CONTROL BOPS TO OVERSEE ALL INSTALLATION AND SWMENANCE OF TIE CONTRACTOR SHALL ENSURE FINAL STABIUTATION OF THE SEE.FINAL STABILIZATION REQUIRES M NAPS AND IMPLEMENTATION OF THE SWOOP. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING DEWATERING REQUIREMENTS: 4.CONTRACTOR MOLL PROIDE PERSON(S)MEETING M TRAINING REQUIREMENTS OF THE NPOES(EWE TO A CONTRACTOR'S DEWATERING ACTIVITIES THAT HAVE SEDIMENT-LADEN DISCHARGE WATER MIST BE FOLLOWING: S CONDUCT INSPECTION MD MNNTENMICE OF ALL EROSION PREVENTION MD SEDIMENT CONTROL BINS N DISCHARGED INTO A TEMPORARY OR PERMANENT SEDIMENTATION BASE WHENEVER POSSIBLE, A. A ALL SOIL DISEU7ER THE ARE COMPLETE AND A UNF05 BEEN D.INCLUE COVER WITH ACCORDANCE WITH THE REQUIREMENTS O M PERMIT.ONE OF THESE INDMDIAL(S)MUST BE AVAILABLE OTHERWISE R MUST BE DISCHARGED THROUGH SOME FORM OF BEST MANAGEMENT PRACTICE(BLP) S DENSITY OF 702 ALL DIT THE ENTIRE ALES.PERN1SURFACE HAS BEEN ACHIEVF0.IOLUDNC FOR AN ONSITE INSPECTION RIME 72 HOURS UPON REQUEST BY PPCA CONTRACTOR SHALL PROVIDE BY CONTRACTOR TO LIMIT SEDIMENT FROM LEAVING ME SITE.PRKN TO DISCHAROE.THE STMLIZAiION OF DITCHES AND SWALES. TRAINING DOCUMENTATION FOR THESE NpUIDUAI(S)AS REQUIRED BY THE NODES POINT. no TRANNG CONTRACTOR SHALL PERFORM A VISUAL TEST TO ENSURE ADEOATE TREATMENT b OBTAINED N ME B. CONTRACTOR SHALL ENSUE THAT AU.PERMANENT STORYWAIER TREATMENT SYSTEMS ARE DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE M STMT OF CONSTRUCTION OR BASRA OR BMP MD APPLY ADMTEAL TREATMENT AS REQUIRED TO ENSURE ADEOUATE TREATMENT. CONSTRUCTED N ACCORDANCE WITH THE REOUREMENTS OF THE NPDES PERMIT. AS SOON AS M PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED.DOCUMENTATION MEL B. TRE CONTRACTOR SHALL DISCHARGE WATER FROM DEWATERING N A MANNER THAT DOES NOT CAUSE C. CONTRACTOR WALL BENNE ALL TEMPORARY SYIITHRC AND STRUCTURAL BOPS INCLUDE: MASMNCE COQTIONS.M DISCHARGE MITER SHALL BE DISPERSED OVER AN ACCEPTED ENERGY 4.1.NAMES O M PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER DISSIPATION MEASURE MO NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM RECORD AVMA ART ay Alt RRFNTKIR{ PART I11.F.1 OF THE PERMIT. LANDOWNERS OR WETLANDS. -M CONTRACTOR SHALL AMIE THE SWPPP.INCLUDING ALL CERTIFICATES,REPORTS,RECORDS.OR OTHER 4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AID ENTRY PROVRNG TRAINING. C. F CONTRACTOR 5 USING FILTERS WITH BACKWASH WATER,THE CONTRACTOR WALL HAUL THE IEORWAMN OF THE PERMIT.AVAILABLE TO FEDERAL.STATE.OR LOCAL OFFICALS WITHIN 72 HOURS UPON 4.3.CONTENT OF TINNING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRNNING. BACKWASH WATER AWAY FOR DISPOSAL.RETURN M BACKWASH WATER TO M BEGINNING OF ME REQUEST FOR TOE DURATION OF M PERMIT MD FOR THREE YEARS FOLLOWING THE SUBMITTAL OF M TREATMENT PROCESS.OR INCORPORATE LIE BACKWASH WATER INTO M SITE IN A WRIER THAT NOM[O TERMIATION. 5.FOLLOWI*FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NODES PERMIT.M OWNER DOES NO CMSE EROSION. 5 EHP:CTED TO REWASH LONG TERM OPERATION NO AMNTEIANCE(0 A M)OF THE PERMANENT STONY WATER WNAGESEM SYSTEM. -M CONTRACTOR DOLL WAKE THE RESPONSIBLE PERSON.TREED AS REOLIIED BY TRIO PERMIT. 5.IASPFCTEIS MID YNNIFNMMF AVAILABLE ON SITE WITHIN 72 HOURS WHEN REQUESTED BY THE PPCA FOR AN ONSITE INSPECTION STORIMITFR gSCHARF DESIGN REOURF3EtA5: CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING INSPECTIONS THE FOLLOWING AND MAINTENANCE: THE FOLLOWING SIZING CRITERIA APPLY TO THE DESIGN OF STORYWATER TREATMENT FACTURES. N/A A. NEN INSPECTIONS FIND EROSION PREVENTION NO SEDIMENT CONTROL BTPS TNI ARE BASPFCTYN AND ENTRE; AECATES NOT APPLICABLE OR NOT CONSTRUCTED AS PART OF THIS PROJECT. NOAFAHICTONAI,ALL NN 24 HOURSTIONAL BMPS DUCT BE REPAIRED.REPLACED.INCOOR SUPPLEMENTED E -M CONTRACTOR MUST ALLOW ACCESS AS REQUIRED WS STATE REGULATIONS FOR REPRESENTATIVES OF F1OIES PERMITL BIDS NEEM 24 HIDERS AFTER TOR SHALL ALSOOR OTHERWISE IN ACCORDANCE EROSION'RTH THE THE MPCA OR ANT'MEMBER THEREOF WHEN ARHDRIZED BY IT.TO ENTER UPON THE PROJECT SITE FOR I.TEMPORARY SEGMENTATION BASINS:N/A NOES REOUREYENTS M CONTRACTOR SHALL PLACE MO ADDITIONAL THE PURPOSE O OBTAINING INFORMATION,EXAMINATION O RECORDS.OR CODUCTING SURVEYS OR 2.PERMANENT WET SEDIYENTATON BASINS:N/A CONTROL MEASURES DEFIED NEACCESSARY BY MPCAWITHIN 24 24 URS NOTCE FROM PPCA INVESTIGATIONS. THE CTUST ROUTINELY INSPECT THE SITE ONCE EVERY 7 DAYS DURING 3.PERENT NDLERATION/RKN TRAT :SEE STORMWATER MANAGEMENT PLAN 8 CONSTRI CDU ION AND MERIN LOURS AFTER A RAINFALL EVENT GREATER AN 0.5/VINE MMINCHES N 24 4.PERMANENT REGIONAL PONOS:N/A HOURS. NOTICE OF TFRYNATION 5.ALTERWTNE METHODS:N/A C. ALL INSPECTIONS AND MANTEWNCE COND CTED WRING CONSTRUCTION MUST BE RECORDED N -PERMITTEE MIST SUBMIT A NOTCE OF TERMINATION(NOT)WITHIN 30 DAYS IF ONE OR MORE OF THE OWING BY CONTRACTOR NO RETAINED WITH M SIPPP BY CONTRACTOR.MANTIANCE MUST BE FOLLOWING CONDITIONS HAVE BEEN MET: VWFNCE OF[ONSTRUCTSW7; CO lETED BY CONTRACTOR N CONFORMANCE WITH HADES PETRO.CONTRACTOR'S RECORDS MUST I.FINAL STABILIZATION NTS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH PERMITTEE IS THE FOLLOWING SEQUENCE DESCRIBES.N GENERAL.THE WORK ON ME SITE: WILCO RESPONSIBLE INCLUDING THE REMOVAL OF ALL TEMPORARY MEASURES SUCH AS SILT FENCE. a. DATE AND TIME O INSPECTION. 2.ANOTHER OWNER HAS ASSUMED CONTROL OVER ALL PORTIONS OF M SITE THAT HAVE NOT ACHIEVED 1.CONTRACTOR SHALL VERIFY THAT ALL PERMITS HAVE BEEN OBTAIED MO/OR OBTAIN THE NECESSARY b. NAME OF PERSON CONDUCTING INSPECTION. FINAL STABILIZATION. PERMITS. H. ENDING OF INSPECTION INCLUDING RECOMIERWTIONS FOR CORRECTIVE ACTION. 2.CONTRACTOR SMALL PERFORM SITE INSPECTIONS,RECORD KEEPING AND RECORD RETENTION N A. DETAILS O CORRECTIVE ACTION TAKEN(DATE.TIME.PARTY COMPLETING KANTEIANCE B.CnMFES TO PPP ACCORDANCE WITH ALL PERMITS. SW _ 3.CONTRACTOR SHALL INSTALL ALL PERM-TER AND DOWN-GRADIENT EROSION CONTROL AND SEDIMENT ACTIVITIES). ADDITIONAL OR MODRED NAPS.-THE PERMITTEE MUST AMEND DESIGNED TO CORRECTHE SEIPP AS NECESSARY TPROBLEM IDENTIFIED OR ADDRESS�WTIONS TS. I AS CONTROL BEST MANAGEMENT PRACTICES(GYPS).CONSTRUCTION ENTRANCES MD INLET PROTECTION N. DATE AND NOWT OF RAIEFALL GREATER THAN 0.5 INCHES N 24 MOWS. WIE1EVER: DEVICES PRIOR TO SITE GRADING,EXCAVATION.STOCKPILAIG OR DISTURBING CASTING VEGETATIVE COVER. I. F ANY DISCHARGE S OBSERVED TO BE OCCURRING WRING THE TTSPECTOR.A RECORD O I.THERE b A CHANGE N DESIGN.CONSTRUCTION.OPERATION OR YWIDIRYNCE.WEATHER OR SEASONAL .CONTRACTOR SHILL PERFORM SITE GRADING.EXCAVATOR,STOCKPILING WORK IN ACCORDANCE WITH THE ALL POINTS O 711E PROPERTY FROM MIEN MIRE b A pSCAAARG[MUST BE MADE.AND THE COMMONS THAT HAVE SIGNFFAMT EFFECT ON DISCHARGE.INSPECTION 5 REORRED WRIM 24 HOLES 4 STORYWATER P00.010N PREVENTION RAN(51WPP). DICIARGE SHALL BE DESCRIBED(COLOR.ODOR.FLOATING SETTLED.OR SUSPENDED SOLOS. OF A RNNFALL EVENT GREATER THAN ONE-HALF NCH. 5.CONTRACTOR SHALL INSTALL.INSPECT.MONITOR AND MNINTNN TEMPORARY AND PERMANENT EROSION FOAM.OIL SHEEN.AND OMR INpGTORS)AND PHOTOGRAPHED. CONTROL BAPS AS SHOWN ON PUNS A IN CONFORMANCE WITH ROES PERMIT.CONTIADUSLY DURING NG 9. DOCUSENTATON OF CHANGES MADE TO SWPPP. 2.INSPECTION OR NYESTFETON BY SITE OPERATORS.LOCAL,STATE OR FEDERAL OFFICIALS IDEATE M M WORK.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOLS NO LATER MAN 1 SOTS AFTER THE D. IN AREAS O PROJECT WHERE FINAL STMRIZAIION 5 COMPLETE INSPECTIONS CAN BE REDUCED TO THS 5 NOT EFFECTIVE. CONSTRUCTOR ACTAATY N THAT PORTION O THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. ONCE A MONTH.MESE AREAS SNAIL BE INSPECTED BY CONTRACTOR FOR MINIMUM PERIOD OF 12 3.THE CONSI E NOT O T THE TE TS MD CONRAL OBJECTIVES O CONTROLLED NG POLLUTANTS OR THE SWPPP S 6.CONTRACTOR SHALL REPLACE OR REPAIR EROSION CONTROL AND SEDIMENT CONTROL BAPS THAT ARE NOT NON-WINTER MONTHS MO WITINN 24 HERS a FIRST SPRING RUNOFF OR PRIOR TO RESUYNG NOT CONSISTENT WITH TERMS AND CONDITIONS OF MG PERMIT. NNEMNNG PROPERLY. CONSTRUCTION FOLLOWING ANY WINTER STOPPAGE.WHOMEVER COMES FIRST. 4.THANY APVLIMCABLE WATER QUALITYDETERMINES TST DARE DS LIHARGE R my HCAUSE C.E PP DOES EITNo TNCOR ORATCTTAINIETAT QURR PENES F E R N D A L E ROAD 7.CONTRACTOR SHALL PERFORM SITE RESTORATION ACTIVITIES FOR PERMANENT VEGETATIVE ESTMLSHLEMT. E. M CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION MD MAINTENANCE O BMPS MITA.ANOTHER RELATED TO AN APPROVED TOTAL WU[YGY DALLY LOAD(TALO). RESIDENCE B.CONTRACTOR SHALL REMOVE SEDIMENT CONTROL DEVICES PRIOR TO SUBMITTING NOTICE OF'EMANATION NOT HAS WEANED COVERAGE.OR THE PROJECT HAS UNDERGONE FNM STARLIZAMIN AND AN MOT HA5 BEEN SUBMITTED TO THE MPCA (ADT), 1M3 FERXOALE ROAD W,ORONO,MN 33131 9.SUBMIT NOTICE OF TERAIATON TO MPG WHIN 30 DAYS O FINAL STMIUZATON. F. ALL EROSIONDICTA CONTROL MEASURES COST RE TONN INSTALLED AND MAINTAINED C CONTRACTOR MT ACCORDING -SWPPP CFFRUTCR PO; PODS EMACS INCLUDED N M CONSTRUCTION DOCUMENTS AND IN ACCORDANCE WITH THE -TI STCE TH E IPREVENTIONINGPLAN WAS PREPARED BY NDNOSTE TRAILED Al I. ONSTRUCTON MINIFY DO RFMIRFMFN PRODUCT ET R CTROACES MBE R. ACCORDANCEARISWITHS THE PERMIT'S TRNNING(EOUREYEIIIS FOR PREPARAIDN OF SWPPPS.INDMWAL(5) Nv 110 4 sham and 0 drafted rhere.alca Inc..A C T5; C. CO PERIMETER CONTROL BECOME MUST u REPAIRED.IONN. THEREPLACED OR 51REA HES BY THE PREPARING TATS SWPPP: NAWCMINCY'gn 1011 Intl.0.4 da.... 04 0 ALL FIELDSPE N AND STOR SHALL BE PERFORMED N ACCORDANCEPLAN WITH THE REQUIREMENTS OF THE MIGHT CONTRACTOR WHEN THEY BECOME NOR SHALL REPS ORM SEDIMENT REACHES ONE-HALF THE ere AHI NWe and Yana Ee or V p YWr etl w NODES PENN AND STORMWATER POLLUTION PREVENTION PIAN(SWOOP). MIGHT OF THE DEVICE. CONTRACTOR SHALL AEPAR OR REPLACE DEVICE THAT 5 NOMUNCTIOINL amen" expiated H U 1 w e Pm.eAW me BY M DO OF THE NEXT MFJESS DAY AFTER DISCOVERY.OR THEREAFTER AS SOON AS FIELD PREPARED BY' amen"Men p d Tmt Van Lwa WA. A THE CONTRACTOR MUST IMPLEMENT THE SWPPP MID PROVIDE BAPS IDENTIFIED IN THE SNOOP IN AN CONNTIOIIS ALLOW. PATRCK SWUM.P.E. C.Prose we era..b AWED raven mtl RATEELECTION.APPROPAND ELECTION.MANNER. H. TEMPORARY AND PERMANENT SEDIM[NTAMN BASKS MUST BE DRAINED AND SEDIMENT REMOVED BY PIERCE PINI AND ASSOCIATES aveme. by clones. mwUrs. B. THE CONTRACTOR SHALL RESPOND 70 CHANGING SITE CONDITIONS AND IMPLEMENT/SUPPLEMENT CONTRACTOR ONCE M SEDIMENT COLLECTED REACHES ONE I1ALF ME STORAGE VOLUME WITH 72 PATOPEREPINI.COM Mt WA 101aOendHmtl vwkars pry H a"urmKe EROSION PREVENTION AND SEDIMENT CONTROL MEASURES UTIUZED TO PROVIDE ADEOWTE HOURS OF DISCOVERY.OR AS SOON AS FIELD CODNT10MS ALLOW Mt WA mAro. PROTECTION OF DISTURBED SOILS MD ADEQIATE PREVENTION OF SEDIMENT TRANSPORT OFF-SITE. 763-537-1311 AT A MINIMUM.THE FOLLOWING STORM WATER POLLUTION PREVENTION CONSTRUCTION ACTMTY FELD I ALL SEDIMENT DEPOSITS ETRE SURFACE WATERS OR STORMWATER CONVEYANCES MUST BE REMOVED eRN lull Travis van we SwdM o.LLC. rights REQUIREMENTS SHALL BE FUSHED BY THE CONTRACTOR. AND RESTABILIZED BY CONTRACTOR WITHIN 7 DAYS OF DISCOVERY OR SOONER F R PRESENTS A l WAU FLOOR RSIs.INCLUDING DELTAS MO STORY SEWER SEDIMENT DEPOSITS. THE CONTRACTOR SHALL TRANMG/CFRTFFATIDIF BE RESPONSRBIE FOR OBTANNO ILL PERMITS REQUIED.F NECESSARY.FOR SUCH SEDIMENT DATE O TRNNING/CERTIFCATEE 2016 I.EROSION PREVENTION PRACTCES REMOVAL. CERTIFICATION PROGRAM:UNIVERSITY OF MINNESOTA-DEVON OF CONSTRUCTOR SWOOP CONTRACTOR STALL BE RESPONSIBLE FOR M FOLLOWING EROSION PREVENTION PRACTICES: J. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ENURE PAVED SURFACES CLEM OF SEDIMENT. MDEM ILLS,MN A. MEL CONTRACTOR 11 ATTEMPT TO PHASE NL WORK TO MINIMIZE EROSION AND RANT. CONSTRUCTION ENTRANCES SHALL BE CHECKED DAILY BY CONDUCTOR.F ME ENTRANCE BECOMES I hereby cert.tat eN pen.epetlketlon,or rival eras VEGETATNE COVER TO THE EXTENT POSSIBLE.M LOCATION OF AREAS NOT TO BE DISTURBED MUST INUNDATED WITH SEDIMENT.THE ENTRMDE WILL BE CLEANED OR REPLACED AS APPROPRIATE BY INSTRUCTOR(5):JOHN CHAPMAN "prat by AA of ANY my 19110 sum..wM Ww I BE DEUNCATED ON THE SITE BEFORE CONSTRUCTION BEGIS. CONTRACTOR. STREETS LEADING TO AND FROM ME CONSTRUCTION ENTRANCE SHALL BE CHECKED CERTIFICATION EXPIRATION: 2019 amaUA Ucemee Roles EHA Engineer antler He Yes B. STABILIZATION ON ALL EXPOSED SOILS MUST BE INITIATED IMMEDIATELY WHENEVER CONSTRUCTION NAY BY CONTRACTOR FOR OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES.THESE AREAS or me saw mwe90a. ACTMTY HAS PERMANENTLY OR TEMPORARILY CEASED ON A Y PORTON O THE SITE AND WILL NOT WALL eE HOU SLOW IS ANr TRACKED WTEED BY THECONCITYC TS SOON AS LLPOCXTE AND RESUME FOR A PERIOD EXCEEDING 7 ENENMR TOYS INCLUDIIO STOCKPILES WITH SIGNIFICANT SILT, SWEEP 24 HOURS OF DISCOVERY AND E DIRECTED BY THE CITY.CONTRACTOR TE. EXTEND CLAY OR ORGANIC COMPONENTS.STABUZATKN MUST BE COMPLETED WENN 7 CN FHDAR DAYS SWEEPING TO THE EXTREMITY O ANY SEDIMENT TRACKING THAT OCCURS OFF-STEL C. THE NORMAL WETTED PERIMETER OF AM TEMPORARY OR PERMNpgE DRAINAGE DITCH THAT DRAINS K. CONTRACTOR SHALL BE RESPoNSBIE TO REMOVE AM OFF-SITE SEDIMENT ACCUMULATIONS N A WATER FROM A CONSTRUCTION SITE OR DIVERTS WATER AROUND A SHE MUST BE STABILIZED BY MANNER AND AT A FREOUENLY SUFFICIENT TO YMYRE OFF-SEE IMPACTS PA s.no. IVEAY CONTRACTOR WITHIN 200 FEET FROM M FR PROPERTY EDGE,OR OM THE PONOF TDISCHARGE TO L ALL TALTRATON/FILTRATION AREAS MUST BE INSPECTED BY CONTRACTOR TO ENSURE THAT NO 1110 O 9011 ANY SURFACE WATER WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. TEMPORARY OR SEDIMENT FROM ONGOING CONSTRUCTION IS ACCUMULATING OVER THE INFILTRATION/FILTRATION AREA EDN. (NAM. PERM/ENT DITCH MALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DO NOT NEED TO BE SEDIMENT ACCUMIAATED OVER IFILTRAION/FLTRATION MUST BE REMOVED RI CONTRACTOR. STABILIZED UNTIL THEY ARE NO LONGER USED AS A SEDIMENT CONTAINMENT SYSTEM.AFTER WHICH M. CONTRACTOR SHALL PROTECT IFLTRATON/FLTRATOAREAS EAS FROM SEDIMENTATION AND En.MUST BE STARLIZED WIT24 WARS. OVER-COMPACTION DUNE EXCAVATION,SEDIMENT MID EROSION CONTROL DEVCES MUST BE 0. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE OUTLETS MST BE PROVIDED WITHIN 24 HO NOT FOR CONSTRUCTION 12-0.2015 02-02-2017 X1011 ....,, SWPPP- NARRATIVE Lawn Be Dale. OYFNJ011 swat C601