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GENERAL EROSION NOTES:
<br /> EROSION&SEDIMENTATION CONTROL NOTES&DETAILS/"SITE MAP" 1 SPECIFICATIONS ANDFRA STANDARD SPECIFICATIONS,THE MORE STRINGENT SPECIFICATIOCN SHALL APPLY.WHEREACNFLIRIXSTS BETWEEN LOCALIURISDIRI0NAL5TANDARD
<br /> -'x%' ( 'T '- -• '�:' 2 VARIOUS UTIIIIYY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THEIFIELD.THE EXISTING
<br /> UTILITY SHOWN ON THESE 5CARUTILITY QUALM
<br /> a+xeF 1 Fi x ftrxPKP' -a?J LEVEL%.THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02,ENTITLED'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF
<br /> K 'y„ e5 L Y_... ~ Fh•' I r EXISTING SUBSURFACE MILTY DATA"THE INFORMATION 6 NOTTO BE REED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CONTACT ALLTHE APPROPRIATE DIMITY
<br /> COMPANIES AT LEAST AS HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UUUME5.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE enalmerinpsBneylTlp Wamm�p eneryy
<br /> SITE LOCATION b Y ALIEXISfING UTILITIES WHIM CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.THE LOCATIONS OF SMALL UIUMISS SHALL BE OBTAINED BY THE
<br /> CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT M-252-11M OR 651454-0DD2 1460D 26pI Ave N,SYe 140
<br /> 3. THEDESIGNSHOWNISBASEDl1PONTHEENGINEER'SUNDERSTANDINGOFTHEEXISTINGCONDITIONS.THEEXISTINGCONDTIIONSSHOWNONTNISPLANAREBASEDUPONANALTA Plyl"Ninnem55M7
<br /> V� ORTOPOGRAPHICSURVEYPREPAREDBY DATED%%-%%-%%XX IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION,THEY f/63)476.6MO toewwRie
<br /> - R x F'; SHALL HAVE MADE,AT THEIR EXPENSE,ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND Straw IT TO THE OWNER FOR REVIEW.SEE ATTACHED SURVEY SHEETS. �c*nhe
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<br /> SITE LOCATION �� f �`1 4. THE GENERAL CONTRACTOR SHALLTAKE ALL PRECAUTIONS NECESSARYTO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASESOFTHIS 476 gf mITa.U'pm
<br /> ..f- '�h^ 'Y PROJECT.THE CONTRACTDR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE ClN15TRURION PHASES OF THIS
<br /> Q tuRyHNYt46 _ '416crAa AIL. �' r >F'a W, PROJECT.
<br /> s PLAN NARRATIVE,AND ITS APPENDICES,PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
<br /> S. THE STORMWATER POLUMON PREVENTION PIAN(SWPPP)IS COMPRISED OF THIS DRAWING(EROSION&SEDIMENTATION CONTROL PLAN-ESC PLAN),THE STANDARD DETAILS,THE Client
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<br /> '_ sP Lasi• � / -mot ,3�tt%"/��'.�r�'.�*,SL`!'-���"P °'} 6. THE CONTACTOR SHALL BE RESPONSIBLE FOR COMPLETING&SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ARMED.ALL
<br /> CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM ndler
<br /> WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL Fe
<br /> POLLLJTAM DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT INPDES ERNIM AND BECOME FAMILIAR WITH THEIR CONTENTS.THE SWPPP AND ALL OTHER RELATED DOCUMENTS
<br /> Patterson
<br /> MUST BE KEPT AT THE SITE DURING CONSTRURIN.
<br /> r I ran., TP_ �h r<, CONSTRUCTION
<br /> _ 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES(BMP'S)AS REQUIRED BY THE SWPPP&PERMIT$.THE CONTRACTOR SHALL OVERSEE THE INSPECTION&
<br /> F - _ - MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLc LS APPROVED BY ALL AUTHORITIES,THE
<br /> 3 '^p.2% /'� NOTICE OF TERMINATION[NOT)HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT.ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS
<br /> Y ' A �.• °'L, ri J DIRATEDBYCONDMONSATNOADDmDNALCOSTTOOWNERTHROUGHOLITALLPHMESOFCONSTRUCTION.
<br /> RC S- �' ,F^ � � _ c�' v✓�' Y - �e B. CONTRACTOR SHALLCOMPLY WITH TRAINING RENIREMENTSIN PARTIHI 2 OFTHE GENERAL PERMIT.
<br /> 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL STATE,OR LOCAL.REQUIREMENTS OR MANUAL OF PRACTICE,AS APPLICABLE.CONTACTOR SHALL IMPLEMENT ADDITIONAL � 0,Gart CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. Q1 C
<br /> 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS.PERMITS FOR ANY CONSTRUCTION ACTIVITY IM ACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED v I LL'V
<br /> ON SITE AT ALL TIMES.
<br /> ;'%Ai• : :_y 3y; '��" +-;�•� : /-_`.�'{ ,/: _? e ,._ i 1L CONTRACTORSHALLMINIMIZE[LEARINGTOMEMAXIMUMMEWPRACTICALORASREQUIREDBYMEGENERALPERMIT.THEBOUNDARIESOFTHECLEARINGLIMBSSHOWNON SUPERETTE
<br /> THE ESC PLANS SHALL BECLEARLY DELINEATED(EG.WITH FIAGS,STAKES,SIGNS,SILT fENCE,ETC.)ONTHE DEVELOPMENT SITE BEFORE WORK BEGINS.GROUND DISTURBING
<br /> g�-�� : „ T 'L"4' / I ACTIVITIES MUST NOT OCCUR OUTSIDETHE LIM95 OF DISTURBANCE.
<br /> lC�ip'€/ .r' Li _�{ �`t' Y'., d '+ .x`T $s) �T LTSt£.R+E;A4,r I
<br /> M, --- 12. GEERACONERACTORSHALLDEOTEON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED ASTHE EQUIPMENT MAINTENANCEANDCLEANING
<br /> d .W .i - t h. 4� AREA,EMPLOYEE PARKING AREA,AND AREA FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET FACILITIES.
<br /> k _e w_ L EA
<br /> S +w -.+P e'IN' ^•' •� 33 WASH WATER(CNCREfETRU[KS,VEHICLE[LEANING,EQUIPMENT CLEANING,ETC)MUST BE LIMITED TO ADEFINED AREA OF THESfTE AND SHALL BE CONTAINED AND
<br /> \ PROPERLYMEATED OR DISPOSED.NO ENGINE DEGREASING 6ALLDWED ON SITE.
<br /> ALL
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<br /> N14.GIa� '1 .
<br /> [: 3,^MnmY4A'M E 14. ALL LIQUIDANDSTUDWASTESGENERATED BY LOCONCRETEWASHOUT OPERATIONSMUSTBECONTAINEDINREDANPROOFCNTAINMEM FAOLIQOR IMPERMEABLELINER.A
<br /> d- - .��_.„'��_� _ COMPACTEDNTTHEGRYUNER D,ANDT DOES HEREMUTALLTBERUNOUT FFFROUIDS MTHE COTER NCRETE
<br /> WASHOUT
<br /> PERATIOR 15 NDEREDANIMPERMIQUIDABILE LINM THE DSOUDWASTES USTBEID AND SNOSEDOFSMUST PERLY Location
<br /> CONTACT THE GROUND,AND THERE MUST ION BE RUNOFF FROM THE CONCRETE WASHOUE EACH
<br /> WASHOUT FACILITY
<br /> T LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY
<br /> �SITELOCATIONMAP �USGSMAP PAND IN ROPERFACILIIES�WITHMPCAREGUATIONS.ASIGNMUSBEINSEALEDADACENTTOEACHWASHOUFACIIYTOINFOftMCONCRETEEQUIPMEMOPERATORTOUIZETHE LINO LAKES, MN
<br /> NOT TO SCALE NOT TO SCALE 15. SUFFICIENT DILAND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR
<br /> CHEMICAL SPILLS AND LEAKS.
<br /> G SIGN TO INDICATE THE 16. DUST ON ME SITE SHALL BE CONTROLLED.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
<br /> LOCATION OF THE CONCRETE
<br /> ! CONSTRUCT 2-HIGH BERM WITH WASHOUT AREA GROUND SURFACE 17. MUD WASTE:COLLECTED SEDIMENT,ASPHALT&CONCRETE MIWNGS,FLOATING DEBRIS,PAPER,PLASTIC,FABRIC,CONSTRUCTION&DEMOLITION DEBRIS&OTHER WASTES MUST
<br /> O MAXIMUM SIDE SLOPE OF4:1 BERM AROUND PERIMETER 0 1?"MIN BE DISPOSED OF PROPERLY&MUST COMPLY WITH MICA DISPOSAL REQUIREMENTS.0 ^
<br /> 32"MIN 2'-0"MIN 18. HAZAOTHER
<br /> THER DOUS CHARGERRESTRI rGASOLINL PAINT&ANY HAZARDOUS SUBSTANCES MUST BENT VANDALISM.STORAGE
<br /> DISPOSAL
<br /> ARY OF
<br /> WASTE
<br /> PREVENT SPILLS,OMPUMCE
<br /> O ^�O 0 OTHERDCA REGULATIONS.
<br /> EfJ ACCESS TDSTORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM.STORAGE&DISPOSAL OF HAZARDOUS WASTE MUST BE INCOMPLIANCE
<br /> WITH MPCA REGULATIONS
<br /> _n C�j(` 2`X2"WOOD OR WOVEN MONOFILAMENT
<br /> /J O^Cf7C O STEEL T-POSTS GEOTEXTILE MATERIAL 19. ALLSTORMWATERPOMUTTN PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE SWPPP,SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL
<br /> DISTURBING ACTIVITIES UPSLOPE
<br /> r Certification
<br /> COMPARED EMBANKMENT 8'%3'MIN OR AS 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED,WITHIN I4 DAYS OF INACTIVITY. ENT SHAM BE IN
<br /> k:J',Woo J�CJC sp. MATERIAL(TYP.) REQUIREDACCORDANCE WITH MWDOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING(SEE MN/DOT SPECIFICATION SECTION 25753)SEEDING METHOD AND I hereby certey that this plan,specification or
<br /> COONTANTAINNW WASTE 3:1 OR FLATTER AS
<br /> .ryM.GCMOc 1' CDNCflETE SIDE SLOPES APPLICATION RATE SHALL CONFORM TO MN/D SPECIFICATION SECTION 25753-TEMPORARY MULCH SHALL BE APPUED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION report was prepared by me or under my direct
<br /> NOTES: 25753F1 AND 25753G.ALTERNATIVELY,HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 25753H MAY BE USED IN PLACE O TEMPORARY supervision and that 1 am a duly 9mmoul
<br /> 2`T03"GRAVEL C.. c o-rn� DIRECTION OF MULCH professional ENGINEER under the 1 w OF the s'ate
<br /> ° ^'7 '1'-�.cl,'`� DRAINAGE A[KFILL 6"X6" 1, CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT of Minnesota.
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<br /> °Or TRENCH ON SITE. 2L DISTURBED PORTIONS OF THE SITE WHERECONSTRUMN ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED,THESE AREAS SHALL9E STABILIZED IN
<br /> I� _r O000 �Co 2. CONCRETE
<br /> LINER WASHOUT AREA SHALL BE LINED WITH MINIMUM 30 MIL THICK PLASTIC ACCORDANCE WTEH THE TIME TABLE DESCRIBED ABOVE.REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. ffi
<br /> Q- 1
<br /> 3. VEHICLE TRACKING CONTROL B REQUIED IF ACCESS TO CONCRETE WASHOUT MESA
<br /> )j OFF PAVEMENT.
<br /> oOl o 4. SIGNS SHALL-BE PLACED AT THE CONSTRUCTION ENTRANCE,AT THE WASHOUT AREA, Michael C.Bra
<br /> NOTE:THE ROCK ENTRANCES SHALL BE INSTALLED eJy;S;', LI'; AND ELSEWHERE AS NECESSARY TO CARLY INDICATE THE LOCATION OF THE Registration Nu. Date:42661 11
<br /> PRIOR TO THE START OF ANY SITE WORK THE ROCK I �_ CONCRETE WASCONTRACTORSR AREA TO OPERATORS OF CONCRETE MUCKS M"UMP RIGS. 22. CONTRACTORS OR SUBCONTRACTORS ALL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES&MOM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED /1 9fz'O12
<br /> ENTRANCES SHALL BE INSPECTED FOLLOWING EA CH .T.;" S. THECONCRETEWASHOUT"AREASHALL BE REPAIRED AND ENLARGED OR CLEANED OM ASPERMANEWWATCR QUALITY MANAGEMENT BASINS.SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK IWOTHEBASIN,CONVEYANCES,OR RappRoRAe,wmATtosfwawetsignedcopyofthls
<br /> RAINFALL MAINTENANCE OF THE ROCK ENTRANCES JpEO - UNDISTURBED SOLI AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS.THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. plan which is-Ride upon renu-M MFRA,Inc,
<br /> SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL,,OR pEO Y 6. AT THE END OF CONSTRUCTION,ALL CONCRETE SHALL SE REMOVED FROM THE SITE Plymouth,MN atIne.
<br /> REMOVAL AND REPLACEMENT OFTHE GRAVEL AS AND DISPOSED OF AT AN ACCEPTED WASTE SITE 23. ON-SITE&OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF Mrs.STOCKPILE AND
<br /> NEEDED,TO KEEP THE ENTRANCE FREE FROM 7. WHEN THE CONCRETE WASHOUT AREA 15 REMOVED,THE DISTURBED AREA SHALL BE BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. _
<br /> COLLECTMMUD. - SEED ED AND MULCHED OR OTHERWISE STABILIZED INA MANNER ACCEPTED BYTHE SUnw-,nary
<br /> Li �. 24.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS&CANNOT BE PLACED IN SURFACE WATERS,INCLUDING STORMWATER .7_ �K�a alai-�K�a E r
<br /> ROCK ENTRANCE DRIVE -SILT FENCE DETAIL INEENNEVES-CONCRETE WASHOUT AREA CONVEYANCES-SUCH AS CURB&GUTTER SYSTEMS OR CONDUITS&DITCHES. Designed:NICE Drawn:ITA
<br /> NOT TO SCALE NOT TO SCALE NOT TO SCALE 25. SLOPES SHALL BE LEFTIN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. "Approved:NICE Book/Page:n7/55
<br /> 26. DUETO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES(SILT Phase:PRELIM initial Issue:09/07/2012
<br /> FENCES,CHECK DAMS,INLET PROTECTION DEVICES,ETC)TO PREVENT EROSION. Revision History
<br /> SILT FENCE MATERIAL O BE W
<br /> FASTENED CSECURELY WITH THREE
<br /> 27. ALL ITUMIN CONSTRUCTIONNINGSHALL FOR R STABILIZED DCONATTCTION. EACH WORKING DAY.TH6INCLUDES BACKFIWNG OF TRENCHE`.FOR UTILITY CONSTRUCTION AND PLACEMENT OFGRAVEL No.Date By Submittal/Revision
<br /> ATTACH THEW OVEN WISE WIRE FENCE BORN CENTER(S OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. Y
<br /> �5'MI. FENCE TO EACH POST WITH PACED AT 30"ON CENTER(SEE A 09n0112 SEE WAlFRSHED COMMENTS
<br /> IJYv.1 I THEE WIRE TIES OR OTHER NOTE 1) MAINTENANCE NOTES: B Ions/U RA CmcDMMEWS
<br /> FASEENERS(SEE NOTE I) AM C 20.25.12 KIT COY LANDSUPE COMMENTS
<br /> CROSS BRACE CORD ONRES UNTILATED NOLN7HBEROSIONQUIRED AND SEDIMENTCOMPLETED PHASE
<br /> PLAN,AND IN FIHE NAL STABILIZATION
<br /> WATER POLLUTIONOF TEIONPREVENTION SIGNATN CONTAHAM CT
<br /> MAINTAINEDERSONOTEDONT IS PLAN U D .07M RA RENT COMMENTS
<br /> CONORION UNTIL NO LONGER REQUIRED FORA COMPLETEDSEVEN
<br /> D WORK OR G ACTIVE CONSTRUCTION
<br /> OF THE SITE THE DESIGNATED CONTACT PERSON NOTED EA THIS PUN MUST
<br /> ROUTINELY INSERTHE CONSTRUCTION N SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN OS INCHES IN
<br /> DEFLECTOR PLATE 24 HOURS.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
<br /> 2"XA"WOOD FR f 1. ALLSI FENCES
<br /> REPAIRS MUST BET MADE WITHINUST BE N24 HOURS OF DISCOVERY,OR AD,REPLACED,OR NTED WHEN THEY S SOON AS FIELDCNDITIONS ALLOW ACCESS NONFUNCTIONAL .
<br /> DROP SEDIMENT REACHES OF THE HEIGHT OF THE FENCE.THESE
<br /> OVERFLOW 1-CENTflR OF FILTER ASSEMBLY
<br /> DROP IN / OVERFLOW 2-TOP OF CURB BOX 2 TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED ANDTHE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN RUCHES 112
<br /> WITH GRAT� S'MIN.
<br /> 2"X 4"STAKE SECURELY FASTEN OVERLAPPING IXFILTER ASSEMBLY THE STORAGE VOLUME.DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY,OR AS SON AS FIELD CONDITIONS ALLOW ACCESS ISEE PANT N.D.Of
<br /> ENDS OF SILT FENCE MATERIAL THE GENERAL PERMIT).
<br /> TO AOACENTH
<br /> THREE WIRE TIESIES OR OTHERR S. SURFACE WATERS,INCLU RE DRAINAGE DITCHES AND CONVEYANCE SYSTEMS,MUST BEINSECTED FOR EVIDENCE OF5EDIMEM BEING DEPOSITED BY EROSION,THE
<br /> OR
<br /> WOVEN WIRE FASTENERS CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS,INCLUDING DRAINAGE WAYS,CATCH BASINS,AND OTHER DRAINAGE SYSTEMS,AND
<br /> FENCE WITH SILT CUM RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL THE REMOVAL AND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN(7)DAYS OF DISCOVERY Sheet Title
<br /> FENCE MATERIAL UNLESS PRECLUDED BY LEGAL-REGULATORY,OR PHYSICAL ACCESS CONSTRAINTS.THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS.IF PRECLUDED,
<br /> COVER REMOVALANDSTABILIZATIN MUST TAKE PLACE WITHIN SEVEN 17)CALENDAR DAYS OF OBTAINING ACCESS.THE CONTRACTOR 6 RESPONSIBLE FOR COMACnNG ALL LOCAL EROSION AND
<br /> EXTEND ARE FENCE POSTS:2 X 4 WOODEN STAKE FENCE: REGIONAL STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS,PRIM TO CONDUCTING AM WORK,
<br /> A MIN,OF 3"INTO / WOVEN WIRE 14-112 GA.,6"MAX.MESH
<br /> GROUND /./` OPENING FABRIC:IN ACCORDANCE WITH 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TACKING ONTO PAVED SURFACES.TRACKED SEDIMENT MUST BE SEDIMENT
<br /> EXTEND SILT FENCE ASTM D6461 LATEST EOnION. _ REMOVED FROM ALL OFF-SITE PAVED SURFACES,WITHIN 24 HOURS OF DISCOVERY,OR IF APPLICABLE,WITHIN A SHORTER TIME TO COMPLY WITH PART N.C.6 OF THE GENERAL
<br /> MATERIAL A MIN.OF ! �� PERMIT'
<br /> )=)D aER/OWNER: 1'-0"INTO GROUND ?;�3; CONTROL
<br /> S. THE[ONTRARORIS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS.AS WELLASALL EROSION
<br /> XXXX70O � !'),/ PREVENTION AND SEDIMENT CONTROL BMPS,FOR THE DURATION OF THE CONSTRUCTION WORK ATTHESITE,THE PERMITTEE(S)ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE
<br /> XXXXXXXX 1.ATTACH THEVERY W-WIRE FENCE TO UCHPOST AND HER FA TENERS,LL SPACE WITHIN
<br /> WIRE FENCE 5,:. CIS 3067 HASASSLIMED CONTROL ACCORDING TO PART.II.B5 OVER ALL AREAS OFTHE SHE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGNE FINAL STABILIZATION, DETAILS
<br /> XXX XXX-XXXX (SPACED EVERY 30`)WITH THREE WIRE TIES 45OTHER FASTENERS,ALL SPACED WITHIN THE TOP B"OF AND A NOT HAS BEEN SUBMITTED TO THE MPC0.
<br /> THE 1"ATTACH UCHTIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC.WITH EACH PUNCTURE
<br /> SITE OPERATOR/GENERAL CONTRACTOR AT LEAST 1"VERTICALLY ARAM. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SHE,OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE
<br /> 2.WHENTWOSE ONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED HIGH-FLOW FABRIC OFT-SITE IMPACTS(E.G.,FUGITIVE SEDIMENT IN STREETS COULD BE WASHED 100 STORM SEWERS W THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBUC Sheet No. Revision
<br /> ACROSS TWO POSTS. MIRAFI FF301 STREEt3).
<br /> 3.MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP.DEPTH OF ACCUMULATED SEDIMENTS
<br /> MAY NOT EXCEED ONE-HAU THE HEIGHT OF THE FABRIC MAINTENANCECLUNOUTMUSTBE 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTNTTTES IS RUCHING THE INFILTRATION AREA AND THESE AREAS ^5.03 D
<br /> CONDUCTED REGULARLYTO PREVENT ACCUMULATED SEDIMENTS TRW REACHING NE-HALE THE ROAD DRAIN CASTING APPLICABILTY ARE PROTECTED FROM COMPACTION DUETO CONSTRUCTION EQUIPMENT DRIVING ACROSSME INFILTRATION AREA. ■`v
<br /> SUPERINTENDENT: HEIGHT OF THE SILT FENCE MATERIALABOVE GRADE. NEENAH P-300
<br /> 4.ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. . NEENAH R-3512
<br /> SILT FENCE INLET PROTECTION(IP-1) ROAD DRAIN INLET PROTECTION(IP-2)
<br /> NOTTO SCALE NOT TO SCALE Project No. FEN19355
<br />
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