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HomeMy WebLinkAbout[1] 2017.02968.CE.C520.ECD-C521a IAETAL PINS OR STAPLES TO SECURE THE POLYEhVYLENE LINING TO THE S1RAW BALES W000 OR METPL STAKES T SECURE THE S1RAW BALE_ (2 PER STRAW BALE) METAL PINS OR STAPLES STRAW BALE (ALTERNATIK MAIERIALS OR PRODOCTS MAY BE USE� TO PROVI�E SIRUCNRAL CONTAINMENT. ALTERNATIVE MAIERIALS OR PRODOCTS VALL REOUIRE DESIGN MODIFICATION. �OLY£1HYLENE JNINC (10 AIIL); NE LINING SHOUL� �:%TEND OVER THE :1RAW BALES. � � � � � � � � EXCAVAPON SAN�BAGS OR OT1ER APPROPRIATE ANCHORING SVSTEM TO SECURE THE POLYETHttENE LINING 1 PLAN VIEW METAL PiNS OR STAPLES POLYEIHYLENE H'00� OR LINING METAL STAKE (10 AIIL) S1RAW BALE COMPACIED .BALESENIRENCHE�I-II MAIIERIAL SEC110N A-A qBOV£ GRAOE STSTEM IAAIERIALS • IAINIMUM OF lEN MIL POLYET1ttENE SHEETNC T1AT 6 FREE OF HOLES, lEARS. AND OT1ER DEFECTS. 1HE SHEEiING SELECIED SHOULD BE OF AN APPROPRIAIE SRE TO FIT iHE WASHOUT SYSIEM 1N1H0UT SEAMS OR OYERLAP OF 1HE LINING (OE9GNED ANO INSTALLFD SYSlEMS). • SICNAGE. • ORANGE SAFETV FENCING OR EQUIVALENT. • STRAW BALES, SANDBAGS (BAGS SHOUL� BE ULTRAVIOLET-STABILREO GEOTE%TILE FRBRIC), SqL MATERIAL, OR OiHER APPROPRIAIE MAIERIALS 1HAT CAN BE USED TO CIXJSIRUCT A CIXJTAINMENT SYSIEM (ABOOE GRADE SYSiEMS). • METAL PINS OR STAPLES AT A MINIMUM OF Si% INCHES IN LENGIH. SANDBAGS, OR ALIERNATVE Fq51ENER TO SECURE POLYEIHYLENE LINING TO iHE CONTAiNMENT SYSIEM. • NON-COLLAPSING AND NON-WAIER HOLDMG COVER GOR USE DURMG RAM EbENTS (OPlIONAL). INSTdI I ATON PREGABRICAIED WASHOUi SYSlEMS/CONTAWERS INSTALL AND LOCAI£ ACCOR�MG TO THE AIANUFACIDRER'S RECOMMEN�AlIIXJS. OESIGNED AN� INSTALLED SYSlEMS • UIILIZE AN� FOLLOW 1HE DESIGN IN T1E STORM WAIER POLLUTON PREVENiION PLAN TO INSTALL THE SVSiEM. • �EPENDENT UPON iHE TYPE OF SYSTEM, EITHER E%CAVATE 1HE PIT OR INSTALL THE CONTAINMENT SYSTEM. • A BASE SHALL BE CONSTRUCiED AN� PREPARE� iHAT IS FREE OF ROCKS AN� OTHER DEBRIS iHAT MAY CAUSE TEARS OR PUNCil1RE5 IN 1HE PoLYEIHYLENE LINING. • INSTALL iHE POLYEiHri£NE LININQ FOR EXCAVAIE� SVSiEMS, 1HE 11NING SHOUL� EXTEN� OVER iHE ENTRE EXCAVAlION. 1HE LININC FOR BERME� SYSlEA15 SHOUL� BE MSTALLE� OVER 1HE POOLING AREA YAiH ENOUCH MATERIAL TO EXiEND 1HE LININC OOER iHE BERA1 OR CONTAINMENT SYSiEM. 1HE IJNING SHOUL� BE SECURE� VAIH PINS, STAPLES, OR OiHER FASTENERS. • PLACE GLAGS, SAFEiV FENCINC, OR EOUIVALENT TO PRON�E A BARRIER TO CONSTRUCTION EpUIPMENT AND OIHER TRAFFlC. • PLACE A NON-COLLAPSINC, NON-WAIER HOL�ING COYER OVER iHE WASHOUT FACILItt PRIOR TO A PRE�ICIE� RAWFALL EVENT TO PREOENT ACCUMULAl10N OF WAIER ANO POSSIBI£ OVERROW OF THE SYSIEAI (OPlIONAL). • INSTALL SIGNACE 1HAT I�ENTIFlES CONCREIE WASHOUT AREAS. • POST SIGNS �IRECIING CONTRRCTORS AN� SUPPLIERS TO OESIGNATEO LOCATIONS. • WHERE NECESSARY, PRONOE STABLE INGRE55 ANO ECRE55 OR ALTERNATYE APGROACH PAO FOR WNCRETE WASHOUT SYSTEMS. �AILV AN� AF1ER EACH STORAI EVENT. iHE INIECRITY OF THE OVERALL STRUCIDRE INCWDING, 15HERE APGLICABLE, THE CONTAINMENT • UPON REMOVRL OF iHE SOLI�S, INSPECT THE STRUCNRE REGAIR THE SIRUCNRE AS NEEOED OR CONSIRUCT A NEW SYSIEM. • OISPOSE OF ALL CONCRETE IN A LEGAL AIANNER. REUSE THE AIRTERIAL ON 91E, RECYCLE OR HAUL T1E MAIERIAL TO AN APPROOED CONS1RUClION/DEMOLI➢ON LANDFlLL SIIE. RECYCIJNG OF MAIERIAL IS ENCOURNGED. 1HE WAS1E MAIERIAL CNN BE USED FOR MULiIPLE APPLICATONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDINC. 1HE AVAILABILItt FOR RECYCLING SHOULD BE CHECKE� LOCNLLY. • 1HE PLASTC LINER SHOULD BE REPLACED AF1ER EVERY CLEANINC; T1E REMOVAL OF MNIERIAL WILL USUALLY OAMAGE 1HE LINING. • 1HE CIXJCREIE WASHOUT SYSIEM SHWLD BE REPAIRE� OR ENLARGED AS NECESSARY TO MAINTAIN CAPNq1Y FOR CONCREIE WAS1E. • WNCREIE WASHWT SYSIEMS ARE DESIGNED TO PROMOIE EVAPORATION. HOWEVER, IF iHE LIOUIDS DO NO EVAPORAIE AND 1HE SVSIEM IS NEAR CAPACItt IT MAY BE NECESSARY TO VACUUM OR REMOYE iHE LlOUIDS RNO OISPOSE OF 1HEM IN AN ACCEPTABLE ME1H0�. DISPOSAL MAY BE ALLOWEO AT 1HE LOCAL SHNITHRY SEWER AUIHORITY PROWDED THEIR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEAI PERMITS ALLOW FOR ACCEPTANCE OF THIS MATERIAL. ANOIHER OPPIXJ WJULO BE TO UiILIZE A SECIXJDARV CONTAINMENT SYSTEM OR BASIN FOR NNRE DEWRTERING. • PREFABRICAIED UNITS ARE OFTEN PUMPED AND THE CIXAPANY SUPPLtlNG THE UNIT PRONDES THIS SERNCE. • INSPECT CONSiRUCTION AC➢�ATIES IXJ A REGULAR BA515 TO ENSURE SUPPLIERS, CIXJTRACTORS, ANO OTHERS RRE UTILRING DESIGNATEO WASHOUT AREAS.IF CONCRETE WASTE IS BEING DISPOSED OF IMPROPERLY, IDENTIFY THE VIOLATORS RNO TAKE APPROPRIAiE ACTION. • WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT SYSTEMS SHRLL BE CLOSEO. OISPOSE OF ALL HRRDENED CONCREiE AN� OIHER AIATERIALS USED TO CIXJSTRUCT THE SYSTEM. • HOLES, OEPRE550N5 ANO OTHER LAND DISNRBANCES ASSOCIATED MTH THE SYSTEM SHOUL� BE BACKFILLEO, GRAOED, AN� STRBILIZED. 5acciFlcnnoNs 9TE MANAGEMENT • COMPLEIE CONSiRUCTON/INSThLLAIIqJ OF iHE SYSIEM AND HAOE WASHOUT LOCAiIONS OPERATIONAL PRIOR TO CONCREiE �ELIVERY. • DO NOT WASH OUT CONCREIE iftUCKS OR EIXIIPMENT INTO STORM DRAMS, NEILANDS, SiREAMS, RIYERS, CREEKS, DITCHES, OR STREEiS. • NEVER WASH OUi INTO A STORM SEWER DRAINAGE SYSIEM. iHESE SYSIEMS ARE TYPICALLY CONNECIED TO N NANRAL CONVEVANCE SYSiEM. • WHERE NECESSNRY, PROUiDE STA6LE MGRESS AND EIXtESS. • IT IS RECOMMENDED 1HAT WASHOUT SYSIEMS BE RESIRICTEO TO WASHING CONCRETE FROM MI%ER AND PUMP iRUCKS AND NOT USED TO DISPOSE OF E%CESS CONCREIE OR RESIDUAL LOADS DUE TO iHE POIENiIAL TO E%CEED iHE DESIGIJ ChPACItt OF 1HE WASHOUT SYSIEM. SMALL AMOUNTS OF E%CESS OR RESIDUAL A 3' ryl x �I X B 1J5� 3' 1Vy" �� X X I X X X 1 STAPLE PER 50. 'N. 1Xe STAPLES PER SQ. 1V. GENERAL STAPLE RECOMMENDATONS 250 � 225 B 200 SLOPE ��5 LENGiH FT. 125 B ,00 ]5 A RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��_ DATE: 08�24�20 C � C B B 2:1 1:1 CHM LINI _OPE GRADIENT PIAN VIFW SANDBACS OR OTHER AFPROPRIATE ANCHORING SYSIEM TO SECURE h1E ao�vETMrtENc uNwc POLYE1HriENE LININIG (I'Il �IIL) III-III-III-III-III-I SECTIpNIA-NII - - BELOW GRAOE STSTEM CONCREIE NOT WASHOUT WAIER MAV BE DISPOSFD OF IN AREAS T1AT M1LL NOT RESULT IN ROW TO AN AREA THAT(IS TO BE PROTECIED' • INSTALL SYSTEMS AT S1RAlECIC LOCATONS THAT ARE CONVENIENT AN� IN CLOSE PROXIMITY TO WORN AREAS AN� IN WFFICIENT NUMBER TO ACCOMMODAIE h1E DEMAN� FOR DIPOSAL. • INSTALL SIGNAGE IDENiIFY1NG THE LOCAiION OP CONCREIE WASHOUT SYSlEMS. LOCATION • LOCATE CONCREIE WASHOUT SVSTEMS AT LEAST 50 FEET FROM ANY CREEKS, W£TLAN�S, �RCHEST, KARST fEANRES, OR STORM ORAINS/MANMADE CONVEVANCE SYSlEMS. • TO TiE EXIENT PRACiICAL, LOCAiE CONCREIE WASHOUT SYSlEMS IN RELATIVELV FLAT AREAS 1HAT HAOE ESTABLISHE� VEGETAIIVE COVER AN� �0 NOT RWEIVE Rl1NOFF FROM AOJACENT LAN� AREAS. • LOCAIE IN AREAS 1HAT PRON�E EASV ACCE55 FOR CONCRETE 1RUCK5 AN� OTHER CONS1RUClION EOUIPMENT. • LOCAIE AWAY FROM OIHER CONS1RUCilON 1RAFFlC TO RE�OCE iHE POIENiIAL FOR DAMAGE TO THE SYSiEM. GENERAL �ESIGN CONSI�ERAilONS • iHE STRUCNRE OR SYSIEM SHALL BE �ESIGNEO TO CONTAIN THE ANPCIPAiEO WASHOUT WATER ASSOCIAIED WIIH CONSIRUCTION ACiINTIES. • iHE SVSTEM SHALL BE DESIGNE�, TO 1HE EXTENT PRACIICAL, TO ELIAIINAiE RUNOFF FROM ENTERING TIE WASHOUT SYSIEM. • RUNOFF FROM A RAINSTORM OR SNOWMELT SHOULD NOT CARRY WASTES AWAY GROM 1HE WASHOUT LOCAlION. • WASHWT MLL NOT IMPACT NNRE LAND USES Q.E., OPEN SPACES, LANDSCAPEO AREAS, HOME SIlES, PARKS). • WASHWT SYSlEMS/CONTAiNMEN15 MEAWRES MAY AL50 BE UTLIZED ON SMALLER INDINDUAL BUILOING 91E5. iHE DESIGN AND SRE OF iHE SVSiEM CAN BE ADJUSiED TO ACCOMMODAIE WE E%PECIED CAPAqTY. PREFABRICAIED WASHWT SYSlEMS/CONTAMERS • SELG-CONTAMED SNRDY CONTAINMENT SYSlEMS 1HAT ARE DELIVERED TO A SIIE AND LOCAIED AT SiRATEGIC LOCAilONS FOR CONCRETE DISPOSAL. • 1HESE SVSiEMS ARE MANUFACNRED TO RESIST DANAGE GRON CONSIRUCTqJ EOUIPMENT AND PROTECT AGAMST LEAKS OR SPILLS. • MANUFACTURER OR SUPPLIER PRONDES 1HE CONTAMERS. 1HE PROJECT SIIE MANAGER AIAINTAMS 1HE SYSIEAI OR THE SUPPUER PRONDES CONPLEIE SERNCE 1HAi INCLUDES MAINIENANCE AND DISPOSAL. • UNITS ARE OFTEN AVAILABLE WI1H OR WIIHOUT RAMPS. UNIT$ VAIH RAMPS LEND iHEMSELVES TO ACCONMODATE PUMP 1RUCK5. • MAINTAIN ACCOR�ING TO MANUFACTURER'S RECOMMENOATIIXJS. OESIGNE� AN� INSTALLE� UNITS iHESE UNIiS ARE �ESICNE� AND INSTALL£� ON SIIE. 1HEY IEN� TO BE LE55 RELIABLE TiAN PREFABRICAIE� SYSlEMS ARE OFIEN PRONE TO FAIWRE CONCREIE WASHOOT SVSTEMS CAN BE CONSTRUCTED ABOVE OR BELOW GRADE. IT IS NOT UNCOMAION TO HAVE A SVSTEM 1HAT IS PARILY BELOW GRA�E N1iH AN A��Il10NAL CONTAINMENT SIRUCTURE ABOVE CRA�E. • WASHOUT SYSlEMS SHALL UTILIZE A PIT OR BERME� AREA �ESIGNED AN� MAINTAWE� AT A CAPAQTY TO CONTAIN ALL LIpUI� AN� CONCRETE WASTE GENERAiEO BY WASHOOT OPERAilONS. • iHE VOWME OF iHE SVSiEM MUST AL50 BE �ESIGNE� TO COMAIN RUNOFF 1HAT �RAINS TO 1HE SYSTEAI AND RAWFALL iHAT ENiERS 1HE SYSIEAI FOR A 1W0-YEAR FREWENCV, 24-HOOR STORM EVENT. eE�ow canoE srs�ra • A WASHOOT SYSIEM INSTALLED BELOW CRA�E SHOUL� BE A MINIMOM OF lEN FEET N1�E BY TEN FEET LONG, BUT SRED TO CONTAIN ALL llOUl� AN� WASiE THAT IS E%PECiED TO BE CENERAiE� BEIWEEN SCHEDULE� CLEANOUT PERI0�5. THE SIZE OF 1HE PIT AIAV BE LIMIIED BY iHE SRE OF iHE POLYETHYI£NE AVAILIBLE. iHE PoLYETHri£NE LININC SHOUID BE ADEOUAIE SIZE ID E%iEND OVER 1HE ENiIRE EXCAVAlION. • WCWOE A MINIMUM 12-INW FREEBOAR� TO REASONABLY ENSURE 1HAT iHE SIRUCIDRE WILL NOT OVERTOP �URING A RAM EYENT. • LME THE PIT WIIH iEN MIL POLYEiHYLENE LINING TO CONIROL SEEPAGE. • iHE BOTfOM OF E%CAVATE� PIT SHOUL� BE ABOVE iHE SEASONAL HIGH WATER TABLE. ABOVE GRA�E SYSIEM • A SVSTEM �ESIGNED AN� BUILT ABOVE GRA�E SHOOL� BE A MINIMUM OF lEN FEET N1DE BV lEN FEET LONG, BUT SRED TO CONTAIN ALL llOUID AN� WASiE THAT IS E%PECiED TO BE CENERAiE� BEIWEEN SCHEDULED CLEANOUT PERI0�5. THE SIZE OF 1HE CONTAINMEM SVSTEM MAV BE LIMIIED BV iHE SIZE OF POLYEIHYLENE AVAILABLE. iHE PoLYEiHYI£NE LININC SHOOID BE OF AOEOUAIE SIZE TO E%IEND OVER 1HE BERM OR CONTAINMENT SYSTEM. • iHE SVSiEM �ESIGN MAY UiILIZE AN EARiHEN BERA1, STRAW BAlES, SANDBAGS, OR OTHER ACCEPTABLE BARRIERS 1HAT VALL MAINTAIN RS SHAPE AND MiEGRItt AND SUPPORT 1HE POLYEiHYLENE LINING. • WCWOE A MINIMUM FOUR-INCH FREEBOARD AS PART OF 1HE DESIGN. wnsHour aaocEouREs • �0 NOT l£AVE E%CE55 MUD IN iHE CHUlES OR HOPPER AFiER 1HE POUR. EVERV EFFORT SHOOLD BE MA�E ID EMPiV iHE CHUlES AND HOPPER AT iHE POUR. iHE LE55 MAIERIAL LEFT IN iHE CHUlES AND HOPPER, C 3' a ry� x x X x x X -X--JI— 2 STAPLES PER SQ. YD. NOIE: SOAIE ER090N CONiRtlL BLANKET NETIINGS MRY POSE A TIREAT TO CERTNIN SPECIES OF NILDIJFE IF TIEY BECOME ENTRNCIEU IN TIE NETIING MAIRIK • 51% TO 12-INCH STAPLES, PINS. IXE STAKES. IucTal i enoN 1. SEl£CT THE TYPE ANO WEIGHT OF ER090N CIXJTROL BLANKET ID FIT iHE 91E CONOITIIXJS (EG., SLOPE, CHANNEL, ROW VELOCITV) PER THE MANUFACTURER'S RECOMMENOATIONS. 2. PREPARE 1HE SEE�BED, A�� SOIL AAIENDMENTS, AN� PERAIANENRY SEE� T1E AREA IMMEOIATELY FOLLONING SEEDBEO PREPARAlION. 3. LAY EROSION CONiROL BLANKETS IXJ THE SEEDE� AREA 50 THAT T1EY ARE IN CONTNUOUS CONTACT WIIH THE SqL M1H EACH UP-SLOPE OR UP-STREAM BLANKET OVERLAPPING T1E �O'M1N-SLOPE OR OOWN-SIREAM BLANKET BY AT LEAST EIGHT INCHES, OR FIXLOW MANUFACIDRER'S RECOAIMENDATIONS. 4. NCK 1HE UPPERMOST EOGE OF 1HE UPPER BLPNKETS INTO A CHECK SLOT (SLIT IRENCH), BACKFILL W11H SOIL NND TAMP DOWN. IN CERTAIN APPLICAlI0N5, iHE MANUiACIDRER MAV REQUIRE PDDIlIONAL CHECK SLOTS AT SPECIFIC LOCATONS DOWN SLOPE FROM THE UPPERMOST E�GE OF 1HE OPPER BLANKEIS. 5. NNCHOR 1HE BLANKEIS IN PLACE BY DRIWNG STAPLES, PINS, OR STAKES 1HROUGH 1HE 6LANKET AND INTO 1HE UNDERLtlNG SqL Fq10W AN ANCHORING PATIERN HPPROPRIAIE FOR 1HE SIIE WNDITONS NND AS RECOMMENDE� BY iHE MANUFhCNRER. ADO'R STAPI£5 AS REO'D. DUE TO MAINIENANCE DEPiH OF FLOW • INSPECT NITHIN 24 HOURS OF EACH RAIN EOENT ANO AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • CHECK FOR EROSION OR DISPLACEMENT OF iHE BLANKET. • IF ANY AREA SHOWS EROSION, PULL BACK iHAT PORTON OF iHE BLANKET COVERMG iHE ERO�ED � � AREA, ADD SOIL AND TAMP, RESEE� iHE AREA, REPLACE AND STAPLE iHE BLANKET. � X � X EROSION CONTROL BLANKET NOT TO SCALE (REV. 01/1J) JFF THE �ESIGNATEO AREA OR IF THE HINC SHOULD BE RESTRICTE� TO THE AN LIKELY WILL E%CEE� THE CAPACITY OF {HOUL� ONLY BY PERFORAIE� WITH T1E OR ACI�S THAT MAY BE USEO AT T1E SPECIFlCATONS EFFECiI�E LIGE • 1HE PONCTIONAL LIFE OF AN EROSION CONIROL BLANKET IS DEPENDENT ON TIE MATERIALS USED. ANCHORING • STAPLES, PINS OR STAKES USE� TO PREVENT AIOVEMENT OR DISPLACEAIENT OF BLANKET. (FOLLOW MANUFACIDRER'S RECOMMEN�A110N5 FOR SPEQFIC AGPLICAlI0N5.) MAiERIALS • ORGANIC (S1RAW, E%CELSIOR, WOVEN PAPER, COCONUT FlBER. ETC.) OR SYN1HElIC MULCH INCORPORATEO 1NiH A POLWROP1tENE, NANRAL FlBER OR SIMiLAR NEITNG MAIERIAL (iHE NETIING MAY BE BIODEGRADABLE. PHOTODEGRADABLE IXE PERMANENT.) NOlES CHANNEL LININGS UTLIZE STAPLE PATIERN 'C" PoTH A�DITONAL STAPLES ON SIDE AOPES AT PROJECIED WAIER LINE. STAPLE PATlERNS APPLY TO ALL NOR1H AMERICAN GREEN EROSION CONIROL BLANKETS. STAPLE PATIERNS MAV VARY DEPENDING UPON SOIL TPE AND AVERAGE RAINFALL. AT SLOPE LENGIHS GREAIER 1HAN 300 FEET OR WHERE DRAINAGE OOER LARGE AREAS IS DIRECIE� ONTO 1HE BLANKETS, STAPLE PATIERN "C" SHOULD BE UTLIZED. SPECIFICATIONS �RAINAGE AREA • LIMITED TO ONE-QUARTER ACRE PER 100 LWEAR FEET OF BARRIER. • FURTHER RESTRICTED BY SLOPE STEEPNE55. TABLE 1. FlL1ER SOCK SIZE REWIREMENT$ SHEET ROW APPLICATON SLOPE MA%IMUM DISTANCE ABOOE FILTER SOCK (LMENR FEET) FOR MINIMUM FlLTER SOCK SRES (DIAMETER OF SOCK) 01NCH 121NGH 181NCH 241NW OR-2x < 50:1 125 250 l00 l50 2R-10R 50:1 T010:1 iW 125 200 250 iax-zor. io:i ro s:i �s ioo iso zoa 20R-33% 5:1 TO 3:1 25 50 ]5 100 >33R >3:1 10 25 50 ]5 LOCA➢ON • AOPE APPLICATON •• INSTALLED ON iHE CONTOUR. •• FIVE TO 10 FEET FROM TOE OF SLOPE (10 FEET PREFERRED). • CHANNEL/SWALE APPLICATON •• PERPENDIWLAR TO CHANNEL FLOW. •• LE55 THAN ONE ACRE OF DRAINAGE AREA. • UiILIZE LARGER PRODUCT, TVPICALLY 18 OR MORE INCHES. • DROP INLET PROTECTON • ACCESSIBLE FOR NAINIENANCE (REMOVAL OF SEDIMENT AND REPLACEMENT IF NEEDE�. MATERINLS • GEOTEXTILE FABRIC SOCK OR A NON-BIODEGRADABLE NETIING MATRIX. • SPECIFICAPONS FOR PERNEHBLE MATERIAL: COMPOST/MULCH SPECIFICATIONS • FEEDSTOCNS MAY INCLUDE BUT ARE NOT LIMITED TO WELL-COMPOSIED VEGETABLE MATIER LEAVES YARD TRIMMINGS, FOOD SCRAPS, COMPOSTED MANURES, PAPER FIBER, WOOD BARK, CLA55 A BIOSOLIDS (AS DERNED IN fEOERAL REGULATIONS 40 CFR 503 PART 503), OR ANY COMBINATON THEREOF. • COMPOST SHALL BE PRODUCED USING AN AEROBIC COMPOSTNG PROCE55 MEE➢NG CFR 503 REGULATONS, INCLUDING TIME AND TEMPERANRE DATA INDICATING EFFECTIVE WEED SEED, PAhiOGEN AND INSECT LARVAE KILL. • COMPOST SHALL BE WELL DECOMPOSED, STABLE, AND WEED FREE. • VARIABLE PARTCLE SRE WI1H MA%IMUM DIMENSIONS OF TWO MCHES IN LENGiH, ONE-HALF INCH IN N1DTH, AND ONE-HALF INCH IN OEPiH. TABLE 2. COMPOST PARTCLE SIZE PERCENT PASSING SIEYE SIZE 2-INCH SIE�E I-INCH SIEVE 3/4-INCH SIEVE 1/4-INCH 9EVE 100R 99R ]OR 25R • REFUSE FREE (LE55 iHAN ONE PERCENT BY WEIGHT). • FREE OF ANV CONTAMINANTS AND MAIERIALS TO%IC TO PLANT GROWTH. • INERT MATERIALS NOT TO E%CEED IXJE PERCENT BY DRV WEIGHT. • pH OF S.S TO 8.0 • CARBON-NIIROGEN RATIO NOT TO EXCEED 100. • MOISIURE CONIENT NOT TO EXCEED 45 PERCENT BY DRY WEIGHT. nGGREGPIE SPECIFICAl10N • IN�OT CA N0. 5 OR N0. 8 AGGREGAIE STRAW, EXCELSIOR, ETC. SPECIFlCA➢ON • PREMANUFACIDftED. ANCHORING METHOD • POSiS - 2x2 INCH HARDWOOD OR S1EEL POSTS BONOING AGENTS (OPTIONAL) TACKIFIERS, FLOCCULANTS, OR MICROBIAL ADDI➢OES MAY BE USED TO REMOVE SEDIMENT AND/OR ADDITIONAL POLLUTANTS FROM STORM WATER RUNOFP. ALL AODITIOES COMBWED WITH COMPOST MAIERIALS SHOULD BE TESTED FOR PHYSICAL RESULTS AT A CERTIFIED EROSIIXJ AND SEDIMENT CONTROL LABORATORY AN� BIOLOGICALLY 1E51ED FOR ELEVATED BENEFlCIAL MICROORGANISMS AT A UNIIED STAlES COMPOST COUNQL, SEAL OF TESTING ASSURANCE APPROOED TESTING LABORATORY.) INSTALLAlION L LAV OUT RiE LOCATION OF T1E FlLiER SOCK BARRIER 50 THATIT IS PARALLEL TO TiE CONTWR OF THE SLOPE AN� AT LEAST ID FEET BEVOND 1HE TOE OF iHE SLOPE TO PROUi�E A SE�IMENT STORPGE AREA. IDRN THE EN�S TO THE FlLIER SOCK BARRIER UP SLOPE SUCH THAT THE POINT OF CONTACT BEPHEEN 1HE GROUN� AN� THE 90TfOM OF THE FlLTER SOCK BARRIER EN� 1ERMINATES AT A HIGHER ELEVATION 1HAN 1HE TOP OF 1HE FlLTER SOCN BARRIER AT I15 LOWEST POINT. 2 EXCAVATE A TRENCH NiTH A DEPTH AND YADTH EQUAL TO AT LEAST IXJE-FOURTH THE DIAMETER OF THE FlLTER SOCK OR FOLLOW MANUFACNRER'S RECOMMENDATIONS. VMERE APPLICABLE, THE TRENCH MAV AL50 BE EXCAVATED UPSLOPE Of A CURB OR 9DEWALK. PLAQNG THE PRODUCT AGAINST THE CURB OR SIDEWALK NiLL PRONDE ADDI➢ONAL STABILITY AND RESISTANCE TO SURFACE FLOW. 3. CONSTRUCT THE FILTER SOCK OR U➢LRE A PRE-MANUFACNRED PRODUCT. FOR COMPOST USE A PNEUMATIC BLOWER OR SIMILAR DEVICE TO Pft0Y1DE ADEQUATE AND CONSISIENT FILL IN THE SOCK. (SEED OR SOD MAY BE APPLIED AT hiE TME OF INSTALLATION FOR PERMANENT APPLICATIONS.) 4. IF MORE THAN ONE SOCK IS PLACED IN A ROW, hiE SOCKS SHOULD BE OOERLAPPED; NOT ABUTTED. 5. ANCHOR iHE FILIER SOCK BARRIER IN PLACE BY DRINNG POSTS hiR011GH THE BARRIER AND INTO TiE IINDERLYING SOIL MATERIAL POSTS SHWLD BE SPACED NO MORE iHAN FlYE FEET APART AND DRIOEN iHROUGH 1HE MI��LE OF THE SOCK. THE POSTS SHOIILD BE DRIYEN A MINIAIUM OF 18 INCHES DEEP IN TO iHE SOIL. iHE STAKE SHOIIL� BE FLUSH VAIH THE TOP OF THE SOCK. 6. BACKFlLL iHE TRENCH IflTH EXCPVATED SOIL PLACED PGPINST THE FILIER SOCK BaRRIER TO GROUND LEVEL ON 1HE DOWN-SLOPE SI�E AND TO lW0 INCHES PBOVE GROUND LEVEL qJ 1HE UP-SLOPE SIDE OF THE FlLTER SOCK BRRRIER. COMPACT THE FlLL MNTERIAL TO KEEP IT IN PLACE. MAINIENANCE • INSPECT R1hiIN 24 MOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. NHEN MSTALLED IN A SERIES AT INIERVALS ON A SLOPE, INSPECTION SHOULO BE OONE DAILY. • REMOOE ACCUMULATED SE�IMENT WHEN IT REACHES ONE-OUARIER hiE HEIGHT OF Th'E FILTER SOCK. • MSPECT TO ENSURE THAT THE SOCK IS MAINTAINING ITS INTEGRITY AND PRODUCING ADEQUATE FLOW. • REPAIR ERO�ED AND �AMAGEO AREAS. • IF PONDING BECOMES EXCESSIVE, SOCKS SHOULD BE REMObEO AND EITiER RECONSiRUC1ED OR NEW GRODUCT INSTALLEO. • RESEE�, IF APPLICABLE. • IF T1E FlLTER SOCK IS NOT pESIGNED H$ A PERMANENT FILIER OR PARi OF THE NAIURAL LAN�SCNPE AND 1HE CON1RIBlliING �RHINAGE NREA HAS BEEN STABILRED. USE A BLNDE OR KNIFE TO CUT OPEN SOCK NND USE A BULL�OZER, LOA�ER, RAKE, OR OTHER DEOICE TO INCORPORAIE THE ORGANIC Mq1ERIpL INTO THE SOIL, OR SPREAD IT OVER THE TOP OF 1HE SOIL SURFACE FOR FlNAL SEEDING. REMOOE AND DISPOSE OF SOCK IF NECESSARY. FIBER ROLL / MULCH SOCK NOT TO SCALE (REV. 11/13) LA TH� u 717 Congressional Blvd. , Suite 300 Carmel, Indiana 46032 � ■ OFMEPICpN ■ STRUCTUREPOINT INL � ]360 SM1atlelantl S�d�ion II^tliandpolis,lntliana 66356 TEL 3b.501.55801 FAX Jb.5d3.02i0 wwwsVu[turepointcom CARMEL MEDICAL ARTS PAVILION 12774 N. MERIDIAN ST. CARMEL, INDIANA "- No. �` ����a062 STAIE OF FIED BY ISSUANCE INDEX DATE: 08109/2019 PROJECT PHASE: PERMITTING Project Number 2017.02968 EROSION CONTROL DETAILS C521 a I 2'x 2' WOODEN STAKE �I �