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<br /> 7188
<br /> STORMWATER POLLUTION PREVENTION PLAN FOR
<br /> LONG BRIDGE
<br /> IN THE SW 1/4 OF SEC. 26-118-23
<br /> HENNEPIN COUNTY, MINNESOTA
<br /> PROJECT NARRATIVE
<br /> •
<br /> I INS
<br /> STN°PROHOUSE ANDCT PARTT Cr F DRIVEWAY PARCEL EXISTING RD AI RBONG A.EWITH A KW ROAD LOTS,
<br /> LACNC 5. EROSION 000 STREETS.WETLANDS OR WATER BODIES: AGITATES)
<br /> AN EXSTNG DRVEWAY AND TWO FUTURE HOUSES AND DRIVES TO BE CONSTRUCTED TIE A. F ERODED SOLS(IN ELUDING TRACKED SOILLAFROM NDS,OR OTHER WA R BODIENTER
<br /> OR
<br /> ICTAL SITE 5 26.12 ACRES.UTILITY(STALLATION ESECTMC,CAS PHOS,CABLE,ETC) APPEAR LIKELY TO
<br /> WEL ALSO BE INSTALLED N TIE FUTURE AS PART OF TIS PLAN STRATEGIES,CLEAMP AND REAR MUST BE.FF000E WRN TIE APPROPRIATE APPROVALS
<br /> HE DNR,MPGA.OR ANY OTHER STATE,FEDERAL OR LOCAL ACMES AS NECESSARY.
<br /> 2 TIE E.STNG APERNASUSACE FOR THS STE 6 0.95 ACRES.TIE NEW*PERVIOUS DDE OWNER SHALL PROVIDE ALL TRAFFICCONTROL AND FLAG..REQUIRED TO PROTECT
<br /> SURFACE OPLL BE 1.40 ACRES. TIE TRAVELING PUBLIC OURNO CLEANUP OPERA..
<br /> EROSION NO SEDMENT CONTROL 8. EROSION OFF-STE
<br /> GENERAL NOTES
<br /> 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION SET FENCE AND FLYERS MST BE INSTALLED. AFEROSBREACHES THE PERIMETER OFF TIE STE.TK OWNER SHALL AAEVIATELY •
<br /> TIS MUST BE(INFECTED BY THE COS •
<br /> Y PRIOR TO ANY DEMOLITION OR LAND DTIFBANCE AND ION DEVELOP A CLEANUP AND RESTORATION PLAN,OBTAN RIM-OF-ENTRY FROM THE ADIO(NG •
<br /> 24 HOURS NOTICE MUST BE PROVO.PRIOR TO INSPECTION PRLROPERTYYELINERAAMOS CET
<br /> T8APP.ROK.E APPROVALS
<br /> LNE RFROM
<br /> Y STA ESTATE.
<br /> FEDERAL.
<br /> 00ET L.Aro
<br /> N
<br /> 2. ALL EROSION CONTROL INSTALLATIONS SHALL RELAN N RACE AAO BE WNYMED N HI 4 HOURS OF°BEANNG THE ADCN10 PROPERTY CAREW S PNW I AND
<br /> 0000 CONDITION BY TIE CONTRACTOR OMR THE STE HAS BEEN RE-VEGETATED.CONTRACTOR APPROVAL FROM ANY APPROPRIATE STATE.FEDERAL,AND LOCAL ACES.
<br /> TVEROSIRCONTROL N ADJACE
<br /> COE NNTACONSTRUCTTO[CONSTRUCT ROADWAYS.RAE MANTANNG
<br /> ADEQUATE CONSTRUCTOR SITE PRACTICES
<br /> 3. THE CONTRACTOR SNAIL 50EDAE STE GAD.,UTERI'INSTALLATION AND PAVEMENT 1. WASTE AND MATERIAL DISPOSAL:
<br /> CONSTRUCTION SO THAT TIE FEIERAL SITE CAN BE MACNED AND RE-SEEDED SOON AFTER
<br /> DISTURBANCE.AREAS THAT WEL NOT BE SUBJECT TO CONSTRUCTOR TRAFFIC SHALL BE A ALL WASTE,UNUSED BUILDING MATERIAL(ALONG GARBAGE DEBRIS.CLEANING
<br /> SEEDED( OOT IN 190 0 100//AC AND MANED OR SOWED WIT.SEVEN DAYS OF WASTES.WASTEWATER,TOXIC MATERIALS OR HAZARDOUS MATERIALS COLLECTED
<br /> BEING DISTURBED SEDIENT.ASPHALT.ANO CONCRETE D DISPOSED
<br /> DEMOLITION FLAATIN ND DEBRIS.
<br /> PA TA T ELASTIC.
<br /> PR PERLYY
<br /> 4. CONTRACTOR SHALL INSTALL EROSION CCMROL DEVICES AS NIS.LD ON THS ER09CN1 CONFABTAINED ONSTEAND AND
<br /> OF OFF SITE,NOT ALLOWED TO BE CARRED BY
<br /> CONTROL PAN AID ANY ADDTCNAL MC AREN BASED ON LEANS,METHODS AND YOIENCES RUNOFF INTO RECEIVING CHANEL OR STORAGE SEWER SYSTEM
<br /> W CONSTRUCTOR
<br /> 5. BEST MAIAGAENT PRACTCES(BMP'5)REFER TO ERO50N AID SEDAN-CONTROL PRACTICES 2- HAZARDOUS WTERWS
<br /> DEFIED N TK MPGA PROTECTING WATER QUALITY IN URBAN AREAS ANO THE MWNESOTA A. OL.GAS.BE,PANT AND ANY HAZARDOUS SUBSTANCES OUST BE PROPERLY STORED,
<br /> CONSTRUCTION RITE EPOSKKI AND SEDIMENT CONTROL PLANLIG IUNDBDOK. NALO(0 SECONDARY CONTANENT,TO PREVENT SALL LEAKS OR OTHER DISCHARGE
<br /> 6. ALL BMP'S ATSELECTEDEOD.RATION SHALLW UBE SE.APPROPRIATE FOR TEE TIE Cr YEAR NS
<br /> SITE CONDITIONS, B. RESTRICTED ACCESS TO SEWAGE AREAS MUST
<br /> BE PROVIDED TO PREVENT VANDALS.
<br /> ND ESTM
<br /> C. CONCRETE WAST MST BE LMIED TO A GE AREA TIE TSITE ARUNOFF MUST
<br /> T. ALLPTO AREAS ARE TO BE FENCED OFF FOR PROTECTION PROTECTIOPROTECTION TO EXTEND A MUST CONTD..CTCONTD..WAINK DEFINED AREA.
<br /> MN.OF 20'OUNCE W SEPTIC MEAS.
<br /> D. STORAGE W HAZARDOUS WASTE MAT BE N COMP.IAI E WITH AAA REGULATORS.
<br /> EL INSTALL PER*ETER CONTROL DEVICES ARAM ANY ERT STW'IPILE AREAS.
<br /> S. LIDO WASTE:
<br /> 9. TIE 0 A CONTRACTOR OUST SCHEDULE NS MS TO MWAZE THE AMORT T DISTURBED
<br /> AREA AT ANY OVEN TIME.THE CONTRACTOR MUST*MIT THEIR ACTUATES TO TIE DUDA A. RALE SMIA ENA CCESSILLLASCE C�CTED DIUCHLANG TK CONSTRUCTOR
<br /> LINTS SHOWN. MUST ST COMPLY WITH THE NEWEST VERNON W TIE STATE SPIES PERMIT.
<br /> IC EROSION CONTROL BLAWETS MST BE INSTALLED BETWEEN TIE MI AND HN OF AM
<br /> PROPOSED POND AFTER FOAL WADING. 4. SANITARY FACILITES:
<br /> 11.WHEREVER POSSBLE,PRESERVE TIE EXISTING TREES,GRASS AND OTHER VEGETATIVE A. ADEQUATE ON-SITE SANITARY FACLITES SHALL BE PROVIDED N CONVENIENT
<br /> COVER TO HELP FLIER RUNOFF. LOCATIONS)FOR ALL PERSONS W.WORK ON TIE STE.
<br /> 12.ALL TREES TOT LISTED FOR REMOVAL SHALL BE PROTECTED.DO NOT OPERATE EDPMENT 5. TRAODD I
<br /> WIT.THE DRPLNE,ROOT ZONES W MTNN TIE TREE PROTECTION FENCE AREA.
<br /> A. EACH STE SHALL HAVE GRAVELED ROADS.ACCESS DRIVES MID PARKNC AREAS OF
<br /> 13.AT FENCE IS REAIRW AT DOWN WADENT PERMETER W DISTURBED AREAS AID SFFCENi QUOIN AND LENGTH TO PREVENT SEDIMENT FROM BENG TRACKED.TO
<br /> STOMNAS.PROTTECSTWUETLA WATERCOURSES AND ADJACENT PRORATES FROM PUBLIC W PRIVATE ROADWAYS.
<br /> B. ANY SEDIMENT READING A PUBLIC OR PRIVATE ROAD SHALL BE REMOVED BY STREET
<br /> 14 THE BOP'S SHOWN ON TIE PLANS ARE TK WORN RENREMENTS FOR TIE MTICPATED CLEAN.BEFORE TIE END OF EACH wONO)AY.
<br /> SITE CONIT.NS.AS CORSTRUCTCN PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS.
<br /> DICTATE.TIE PERMTEE/CWTRACTON SHALL ANTICPATE THAT MORE BRCS RILL BE 6. WAN MET PROTECTION:
<br /> NECESSARY TO ENSUE EROSION AND SOONEST CONTROL ON TK SITE.DURING THE
<br /> COURSE W CONSTRUETIONIT 5 THE RESPONSIBILITY W TEE PERMTEE/CONTRACTOR A. ALL STORM WANT NETS.ALL BE PROTECTED DRNO CONSTRUCTOR WITH CONTROL
<br /> TO AOOG ESSATO E �TS TIONS THAT MAY BE CREATED BY CONSTRUCTOR ACTNOES100005 A5 APPROVED BY TK CITY.
<br /> B HESE DEVICES SHALL RERAN IN PLACE UNTL FOAL STABLRATON OF THE SITE.
<br /> 15.PROVIDE ADDITIONAL BMP S OVER AND ABOVE TEE WMM REOWE.ENTS SOWN ON
<br /> TIE PLANS AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTOR OF WATER AND C. TO USURER ASPECT.
<br /> ARC ARETENANAB P ANATTALL FE DEVELOPED AO\PIEDENTW
<br /> SOL RESOURCES.
<br /> 16.OPERATE TRACK EOPl.ENT DOZER W AND DOWN EXPOSED SOL SLOPES ON FOAL A. EXTERNAL WASNG W TRUCKS AND DTIER CONSTRUCT..VENOLES MST BE LATER TO A
<br /> PASS.LEAVING TRACK GROOVES POIDIAILAR TO TIE SLOPE DO NOT BACK-BLADE. DEFIED AREA W THE SITE RUNOFF MST BE MITA.ANO WASTE PROPERLY DISPOSED
<br /> LEAVE A SURFACE RGI.TO WY.EROSION* W.NO.CRE DEWEASNG 5 ALLOWED ON SIE.
<br /> 17.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WADE GENERAL NOTES:
<br /> NEDIA.ELT TO LOUT SAL EROSION BUT N NO CASE CAPLETED LATER TOWN]
<br /> (SEVEN)DAYS OF SURSTANTML COUPLETON W GRAIN.N THAT AREA.TEMPORARY 1. PRIOR TO HTML WADING,THE CONTRACTOR IS RESPONSE,.TO MME SBE ALL REQUIRED
<br /> LSHALL COVER
<br /> DELAYEDATED LONGER THAN15DA.DAY.LL
<br /> RENTT SEED AND MACH REARED WM. PERMITSAID APPROVALS HAVE BEEN WTAND.
<br /> 15 DAYS W COBIETEN W FINAL GRADING. 2. ABSOLUTELY M CONSTRUCT.,GRADIG,W FABRICATION SOUL BEGO UNTIL:
<br /> 18.GENERAL TFIPORART SEED SHALL BE MOOT MX 90 0 1CO LBS.PER ACRE OR A. RIE CONTRACTOR HAS RECEIVED NO TKROUGLA RENEWED ALL PLANS
<br /> APPROVED EQUAL PERMANENT SEED SHALL BE MOOT MD 20 LBS PER ACRE AND OTTER DOCUMENTS APPROVED BY ALL Cr TIE PUNTING AUTHORRES
<br /> OR APPROVED
<br /> EQUAL FERSTLRE SIAL BSE PER
<br /> ACRE AND
<br /> NG DATES PER SPEC )DINPK SK
<br /> ACC.ANCHORED
<br /> IN PLACE
<br /> MULCH SHALL BE T OR B ALL SCESSMT BAN S ARE INSTALLED.
<br /> APPRESTRDTCNS APPLY)AND INCORPORATED INTO THE SEED BED. 3. MINER STATE C.CALL(BOO)252-1166,MUST BE SOWED AB HOURS PROR TO
<br /> 19.ALL TEMPORARY EROSION AND KDMENT CONTROL MEASURES SITU.BE PNOPERY STMT W CONSTRUCTOR.
<br /> DISPOSED W 01040 TNRTT(b1 DAYS AFTER FOAL SNE STABLIIATIW 6 AOEEO 4. ROCK CONSTRUCTION ENTRANCES(PER TE STAR)ARA DETA.PLATE)MST K
<br /> OR AFTER THE TDPORARY MEAS AES ARE NIDI LO UTO HEEDED. FRONDED AT ALL COSTRUCTKM SITE ACCESS PORTS.
<br /> 20.REPORT ALL FORM FEW TLES TO TIE ENGINEER FOR EVALUATION. 5. TEMPORARY SEDIMENT P010(S)MUST BE ESTABIISEO H NAL PHASE N ORDER
<br /> TO CAPT.RUNOFF MAO GRAANG W TIE CONSTRUCTION SITE
<br /> DMNELIZEDHOtlY FROM ADJACENT AREAS RUNS.THROUGH THE SITE SHALL BE
<br /> DIVERTED ROUND DISTURBED-ACAS F PRACTICAL.DIVERTED RUNOFF SHALL BE 6. ALL MPTOENENTS TO CO.:.TO CITY AND COUNTY'S LATEST STANDARDS
<br /> ALLAVTEMPORARY OR YED IN A PERMANENR THAT TVELNOT ERODE THE CONVEYANCE AT GRANAGE WANELS MUST BE STANIZE°WITNNCHANELS 9'ECNCAIIdt
<br /> A21 LONE°CHANNELEDGESEENG CONNECTED
<br /> REEOICE A WATER OF
<br /> STATE.
<br /> TK CHANNEL. CONTROL 6 REARED T. TOPSOL MUST BE STRIPPED PRIOR TO ANY CONSTRUCTION REUSE STOORLE ON STE
<br /> B. *MEDIATELY FOLLOWING GRAONC W(f010 OR GREATER)SEE SLOPES AO DRAINAGE22.ALL ACTTTES ON THE STE SHALL BE CO0015D N A LOA.SEQUENCE TO AMAZE TN SWALE%WOW FIBER BLANKET W OTIEN APPROVED SOL STABLIZMC METHOD
<br /> AREA W BARE SOL EXPOSED AT ANY OE no. (APPROVED BY ENR'EER)MST BE APPLED OVER SEED MXRBE WITH A WEAAA W
<br /> 23.ADISED GROUD LER EPACTN
<br /> E FOR 14 OR MORE DAYS 141ST HAVE TEMPORARY OR 6
<br /> PERMANEIRLL TIFBSTABLQAiON TEAR FOUND 9. ALL MISSED GRACES MST SLOPE AWAY FROM PROPOSED BULONGS AT MINIMUM
<br /> GRADE W 2.0x
<br /> N.FOR SITES WITH MORE THAN TEN ACRES DISTURBED AT OE TME,OR F A CHAPEL
<br /> ONNATES N TIE DISTURBED AREA,ONE OR MORE TEMPORARY OR PERMANENT 10.CONTRACTOR 6 REARED TO KEEP A COPY W TIE EROSION CONTROL PLAN ON STE,
<br /> SDIMNTATION BASIS SHALL BE CONSTRUCTED.EA.SEDIFNTAIGN BASH SMELL HAVEA AT ALL LIES.
<br /> SURFACE AREA Cr AT LEAST ONE PERCENT W TIE AEA°RA s TO THE BASH AND AT
<br /> LEAST THREE FEET W DEPTH AND CONSTRUCTED N ACCORDANCE WITH ACCEPTED DESW SITE DEWATERING PRACTICES I
<br /> OATKXS SENOR NAI. OVED
<br /> BE REMTO MARIAN A DEPTH W
<br /> RAGE TIRES FEET.DE
<br /> BASO DISCHARGE RATE SHALL ALSO BE SUFF.-RELY LOW AS TO NOT CAUSE EROSION ALONG 1. WATER RAPED FROM TIE STE SHALL BE TREATED BY TEMPORARY KDMENTATON BASS,
<br /> TIE DISCHARGE CHANEL W DE REC..WATER. GIT DIAA6ERS SAM FLIERS.URLOW.AMBERS,HYDRODMONES,SWIRL CONCENTRATORS
<br /> W OTHER MPROPF TE CONTROLS AS APPROPRIATE.ALL WATER FROA DEWATERING MUST
<br /> 25.PERIMETER SEDIMENT CONTROL MEASURES SHALL BE PLACED ALONG ALL DOWN WADENT K D0GARGED RI A MOANER THAT DOES NOT CAUSE NUISANCE CON II BE EROSION IN
<br /> PERMETERS OF THE STE.F A CHANNEL OR AREA W CONCENTRATED RUNOFF PASSES RECEIVING CARRELS OR.DOWNSLOPE PROPERTIES.OR IMNDATIW N WETLANDS
<br /> TEO°H THE SITE,PTO lE R SEDIMENT CONTROL GTEE 00 SIAM BE RACED ALONG CADS NG S[NF.ANT ADVERSE APACE TO THE WELAND.
<br /> PNE CHERNSL I SEDIMENT TO REQUCE SURES LOST
<br /> TNE CHAPEL ALL DOWN PECTORf
<br /> PERIMETER CONTROL MEASURES MSi INCLUDE A MAMFNAICE AID MPECTON 2. ALL HRR. TENTS MUST BE ADEQUATELY PROTECTED FROM EROSION MO SCM..TE
<br /> SCKDUE. CT OTER MUSTCTC DISPERSED OEAGYOVER NATURAL NODI(APRAP,E SE BANS TOT.PLASTICCO SEEING
<br /> THAN TEN CUBIC W SU ER AREWIDRED
<br /> ED FGR DISCHARGE WATER
<br /> ADEQUATE RAMMED S LOS.
<br /> 26.SOLD WORT LOCATED WMU R 2255 FF�ROM A ROADWAY W WANAAGGE OF CHANNELRIAL MEASURES ARE COUNTED FOR DISCHARGE WATER THAT CORANS RAMMED 50.05.
<br /> L F
<br /> ROVER.T FOR NOT BE
<br /> THAN 14 DAYS,THEY SHALL BE OARS D BY MLCHNG VEGETATIVE FINAL STAAWTON
<br /> COVER.TARPS W ODER MEANS AND ENCLOSED NTH WIN GRADIENT PERIMETER SECMENT
<br /> CONTROLS.PILES ITCH WEL BE N EDSTENCE FOR LESS THAT 14 DAYS SHALL K ENCLOSED TIE SANT
<br /> CONTRACTOR MST ENSURETORI(NOT)
<br /> STABLIZATON OF THE SITE.TIE CONTRACTOR AST
<br /> WIT
<br /> NTON IS
<br /> AREAS OF TIE SITE
<br /> 2T.FHCIPENETER SEDIMENT CONTROLS.OUTLETS MUST HA E ENERG ASSPATION INSTALLED NEIN N HOBS W CCWECTIONA THAOR TNDHAVERNOT U.ERGONE FIN.OR STEAIZA.N FINE SASSURED TABILIZATION CAOF NIS ACHIEVED II(RETE
<br /> PAC
<br /> WATERS W iK SLATE. W TIE FOLLOWING WAYS:
<br /> SMART CONTROL PRACTICES: ALL SOL DISTURBNC ACTIVRES AT TN STE ME BEEN CAR ETO,AND ALL SOLS MUST BE
<br /> STABLQED BY A ACORN PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER
<br /> 1. SEC(ENT CONTROL PRACTICES MST MAIZE SANEST FROM ENTERING SURFACE WATERS. THE ENTRE PERVIOUS S.A.AREA.OR ODER EQUIVALENT MEANS NECESSARY TO PREVENT
<br /> N.1010 CUB AND GUTTER SYSTEMS AND STORM METS. SOL.FAURR DOER EROSIVE CONDITIONS AND
<br /> 2. SEDLERT CONTROL PRACTICES MST BE ESTABLISHED ON ALL DOWNGRADIENT PEAEETERS A. ALL W.A.DITCHES.CONSTRUCTED TO ORAN WATER FROM THE STE AFTER CONSTRICTION
<br /> rN RACE NNTL FNALESTAAIZATONUHASOBE C CITES SIE.10(50 PRATIC6 SHALL RERAN 6 COMPLETE,MUST BE STARLIZED TO PRECLUDE EROS0H
<br /> J LLA ACHY OF
<br /> SF PRACTICES MAY BE ADJUSTED TO fl (SUCH AS AT FENCE)EAUNT IE REMOVED AS GMAT OP 110 STEWFNLL STABLQATON
<br /> ACCOMMODATE SNORT TERN IES SUCIHRTAS CLEARING W MANN OR PASSAGE W
<br /> VEHICLES.ANY SKBT-CRM ACTIVITY MUST BE CONFUTED AS OU.ICM.Y AS POSSIBLE AND THE C. THE CONTRACTORS MUST CLEAN OUT ALL SWAM FROM CONVEYANCES AM FROM
<br /> SCDMNT CONTROL PRACTICES MST BE INSTALLED MLEDATRT AFTER LIE ACTIVITY IS 1FIPWART SEDIMENT BADS THAT ARE TO BE USED AS PESENT TT WATER QUALITY
<br /> COMDLETED.HOWEVER,SEDIMENT CONTROL PRACTAS MST BE INSTALLED BEFORE E NEXT WNAGEAENT BASIS ANENT MUST BE STABILIZED TO PREVENT R FROM BENG
<br /> PRECIPITATOR EVENT EVEN F THE AGENT'.6 NOT COMPLETE. DED BACK MO TlE BASK CONVEYANCES OR DANA.WAYS DISCHARGING
<br /> WF-STE OR TO SURFACE WATERS.TIE CLEAN OUT Cr PEPoAANENT BASAD MUST K
<br /> 4. ALL STORM DRAIN ALES LUST BE PROTECTED BY APPROPRIATE BONS DURING CONSTRUCTION SLiiXiNT TO RETURN THE BASH TO DESIGN CAPACITY.
<br /> *NTL ALL SOURCES WITH POTENTIAL FOR 060URGNG INTO DE NET HAVE BEEN ESTA9JSED.
<br /> 5. TEMPORARY
<br /> OCT BESPLACCEO N CARHAVE
<br /> WAT RS,NQLIDSNGRTOTHER WATER COSMART ANTRCES.
<br /> NVEYANCES SUCH AS
<br /> CURB AND GUTTER SYSTEMS.OR COMAS AND DTOES
<br /> MOAN AND...ENT CONTROL INSPECT.PROGRAM I
<br /> TIE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING INSPECTORS W ALL EROS.
<br /> AND SECLNT CONTROL BMP'S ON STE.INSPECTIONS AND RAINFALL ON STE MUST BE
<br /> DOCUENTE°AND READILY AVAILABLE FOR REVEW.INSPECTIONS ARE READIED AS FELONES:
<br /> 1. .CE EVERY SEVEN,DAYS ON EXPOSED SOL AREAS.
<br /> 2. WITHIN 24 HORS ATER ADE-HALE NCH W GREATER RAN EEM OVER 24 MOWS.
<br /> 3. ONCE EERY 30 DAYS ON STAAQED AREAS
<br /> 4. AS SOON AS RUNOFF OCCURS W PION TO RESIN CONSTRUCTION ON FROZEN GRAND.
<br /> EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM I
<br /> 1. 5EV SAD INET BE CMOVEO RIE I SKTOF DI.BIRP 0600 PERIETER CONTROL DEMOS,
<br /> C F TIE PERMETER CONTROL DEVICE 6 NOT FUNCTIONAL IT MUST BE MARRED OR REPLACED
<br /> TITIN 24 HORS OF DISCOVERY.
<br /> 3. TELPORMY SEOLENT BARS SKULL BE MANTAO ED METER SEDIMENT READES /2 THE
<br /> REMOVE KART ON 1/2 TK BASH STORAGE v0.)11 BASINS MST BE WANED W HEOENT
<br /> REMOVED MHN 72 HORS OP DISCOVERY.
<br /> 4. SWA RT MUST BE REMOVED FROM PAVED SURFACES WITHIN 24 HODS OF 06COVERY.
<br /> DAR .NAR° Nerd,DOR certify 01. A A . 5 N.°Q, a:rod PROJECT yyGRONBERG & ASSOCIATES, INC.
<br /> •__ TA(not I'vn a Em o1 lT tM LieeroeC PJATRTRwq ..P 2 21 / CIVIL ENGINNERB.LAND SURVEYORS.LAND PLANNERS
<br /> Stale 01 uimesetn LONG BRIDGE 445 NORTH ALLOW DRIVE LONG LAKE,MN 55356
<br /> MA M'mewRa L me NnDn 12755 20 1A 952-4)3-4141
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