HomeMy WebLinkAboutC101 SWPPP DETAILS0
1G
�
C
IFLAP
DOWNS
STANDARD 2"
OVERFLOW
AREA
8
HANDLES
I
GHUGESTEELSUSPENSIONSVSTEM
STEEL
CIAMPING
BAND
REPLACEABLE SEDIMENT BAGS -
W ITH GEOTEXTRE FlLTER FABRIC
TYPICAL CURB BOX T P^
Y I�AL FLAT RECTANGULAR ROLLED CURB
iN�T Fi�rER � iN�r Fi�TER�
MSTALLATION�.
t REMOVEGRHTE
� 2. �ROP REXSTOFM MLET FlLTER ONTO
FLIXSTORMINBtFlliefS CIfiC350O5 %//�\ �onoaeaawcuaoFcnsnrvcoa
PQ %%/////////J coNcrzeresraucruae
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3. REPLNCEGRATE
WO�ENGeatez6leSedimentBegSpecs(2ft wl)
MaterialProperty Testivkthod Ualue�ave)
GrabTensile ASTMD4632 255x275
PunctureStrength ASTMD4833 1351bs
TrapezoidalTear ASTMD4533 751bs
UVResistance ASTMD4355 90°6
PppOpenSize(AOS) ASTMD47S1 205ieve
„ Permiroviry ASTMD4491 15;sec
WaterFlowRate ASTMD4491 200gpm(sqft
SedimentRemoual �TMD7351 82°6
Efficienw B46 mixl
"SWPPP WFORMATION"
MUST BE DISPLAYED
PROMINENTLV
ACRO55 THE TOP OF
THE SIGN, AS SHOWN
N THE �ETNIL.
SIGN TO BE
CONSTRUQE� OF A
RIGIO MHTERINL SUCH
AS PLYWOO� OR
OUTDOOR SIGN BOARD.
SIGN MUST BE
CONSTRUCTEOINH
MANNERTOPROTECT
�OGUMENTSFROM
�NMAGEOUETO
W EATHER (WIN�, SIIN,
MOISTURE ETG)-
4'
coPvo WPPP INFORMATION
WPY
I�EM
COPY OF
NOTICE OF
OF �RAINAGE
N I APPR VHL
SUFFlQENCY
O O
LETTER
� ❑ ❑
WPY COPY COPY
CAPPLCABLE C�APPLICAB EN CAPPLI�CHBLE
DETAILE� DESCRIPTION OF THE LOCATION OF THE
5 W PPP DOCUMENTATION �BINDER AND SITE MAPS)
ON THE SITE.
�
� �
� �' z �
�
TYPICATL RIOTUND
NLEI �ILIER
NLL PRO�lICTS MANUFACTORE�
BY INLET 8 PIPE PROTECTION, WC
DISTRIBUTED BV ADS
W W W JNLETFlLTERSLOM
(B66) 28I�8fi55 PH
i.PEFErvNinLSPEQE5MPV6EU5EDP5klE4PORnRVLOVEP,ESPELwLLYIFiHEAREA108E
SEELIE�'flILL PEMNIN IOLE FOR MOPE iMPN ONE VE.M.
2 SEE�IN��ONEOIRSIOETXEOPTIMVNSEEOINQ �PlE51NCPEP5E5iXECXPNCE50F5EE�ING FNLVkE.
�ATES
MPY BE E%lENOE� ORSNORTENE� BA9E� ON TXE LOGPTI�N DFTIE 4ROJER
SREVJIHINTHESiAiE.
NOTES
i_mmcrn�oneisaxnccevrae�ereuaoaaavcweanno�naveeuseowueuorreMaoaeav seeoiNc.
rHONom inni u isnvvnorvininrnrvcnoreec.
zewaNameNna�roaveRruzert�e¢nNONu�cHrowasxersrsoNsreeaeANKs,cu�, arvoir�
cnnrvx_�snmareevorcorvceNrrenreor�ow
SFFDRFD PRFPARATIOV
I.iESi$OILiOCEiERMWE'NANDNV FI=_ML=_VELS.
2 FPPLY SOIL PMEN�MENi5A5 PECOMMSN�ED BYTNE SOIL lEST.IFTESTINa IS NOi JONEAPPLY i00 T0600
POVVDS FERACRE OF 1D1L4PNFd515 FER➢LIZER, OR EPIIIVALEM.
3.flOPKiNESCILPfdENJMEVTSII�0iXE04VERiVrOTOFOURPCXE50FiXE501LVYITX
4 OISK OP Rrll(EOPEPA'EO ACROSSTHE SLOPE.
SBEDING
I. SELEC-P SEE� SVECIES OR AN APGROPiIFiE SEEO AAIXNPE A�0 APVL f.AiION RAiE FROA1 iAB E 1.
2 PPPLY $ECiI UNI WRMLV WIW A �HILLORNLiIVBVKER 9EEUEH OR BV BHpAfIGASTING. PIANi pR IXJVER
ceeoro rx-cemFsnowviuraa�ei.
NOTES
. F DRILLiNG OR BROPOGSTWG THE SEED. ENSVRE GOOD SEEPT0.SOh LOMqCi BY FiRMipf THE
$E316E�WIiNAROLL-RORW iIPPCKERAFiJ2LOMPLFfING5EE01NGOPEMilONS.
i OAILY SEEOIN4 YWEN iNE SOIL ISMOIST AS LSOPLLY M�Si EFFELiIVE.
3.IF SEEDING IS CONE W iX P NY�ROSEE6R FERiILIZERPNO MVLCN CNJ BE PPPLIE� JYIiX W E SEE� IN P
SWPP\ MIXiLRE.
]. FPPLY ANLCH AN� FNCHOi li IN PIACE.
11AIKTENANCE
i. insvEcrunrnwzanouasoFEncna<wEVEurnnoar�EesroucEEVEarsEVENca�Euoaaoars
2 CHEGN FOP EROyION OP MOVEMENi OF MJLCH AND REFNR IMMEO WiELY
3 MONITOR FOR ERPSION �AMFGEFN� PDEpOAiE COVEi (fl0 PERCENi OEN61iYry RESEE4 FEPiIL$ W �
4>PLY 4 MULCH MIERE NECE:SAFY.
4. iF NiipOGEN OEFIPENCv IS APFpRExi iCP�OFE55 FaLL SEEGE01NiEAi Oft RYE S2EDING N'lirv'A POIIrvpS
PCR PCRC Of VIiROGCN N fCGRVARYOR MPRLH.
REFERENCE IN CXhPiER' PPGE531JJ IN iNE INOIMW Si02M'flAiER'�VPLIiY MtNUPL
TEMPORARYSEED
� � � -�' `� � GV
� �V' -vF � v�
SWPPP INFORMATION SIGN
(NO SGALE)
3/8" TREATE�
PLVWO0�48'X26"
PHINTE� W HITE
WHSHOUT
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
r
�un��\i lo•rvalM��'
DATE: 07�� 4�20
9
NOTES'.
1. THESWPPP
NFORMATION SIGN MUST
BE LOCATED NEAR THE
CONSTRUCTION EXIT OF
THE SITE, SUCH THAT IT
IS ACCESSIBLE AND
NEWABLE BY THE
GENERHL PUBLIG BUT
NOT OBSTRUCTING
VIEWS AS TO CAUSE A
SAFEIY HHZAR�.
z. nu vosrEo oocuMENrs
MUST BE MAINTN W E� IN
A CLEHRLY REA�HBLE
CONDITION AT ALL TIMES
THROUGHOUT
CONSTRUCTIONAN�
UNTIL THE
NOTICEOF-TERMI NATION
(NOT) IS FlLE� FOR THE
PERMIT
3. CONTRHCTORSHHLL
POST OTHER STORM
WNTERAN�/OR EROSION
AND SEOIMENT CONTROL
RELATED PERMITS ON
THE SIGN HS REQUIRED
BY THE GOVERNING
AGENCY.
a. sicrvsHnuae�ocnreo
oursioe oF auauc
RIGHT-0FWAV AND
EASEMENTSUNLESS
APPROVE�BYTHE
GOVERNING AGENCY.
5. CONTRACTORIS
RESPONSIBLE FOR
ENSURING STH8ILITY OF
THESWPPP
NFORMATION SIGN.
W LttMPOttARTBtlEO1N�9YGCIFlUTO 9
aoarvteRormrasrl waias, r iry x unv i w i
`_TfER6'HEIGHT �
LHGSCREWS .
POST3"x3"x8' �
10 MIL. PLASTIC LINING
MAINTENANCE
1. INSPECT OAILV AN� AFTER EHCH STORM EVEM FOR LEFKS, SPILLS,
TRACKING OF SOIL BY EQUIPMENT, AN� THE POLVETHYLENE LINING FOR
FAILURE.
2. ONCE CONCRETE WASTES HAR�EN, REMOVE AN� DISPOSE OF THE MATERIAL.
EXCE55 CONCRETE SHOl1L� BE REMOVEO WHEN THE WASHOOT SYSTEM
REACHES 50 PERCENT OF THE �ESIGN CAPAQN ANO SHOUL� NOT BE USE�
UNTIL PROPERLY QEANED OUT.
3. PLASTIC LMER SHOUL� BE REPLACE� FFTER EVERV CLEANING, THE
REMOVAL OF MATERIAL I15l1ALLY �AMHGES IT.
4. REPAIRORENLARGEASNECESSARYTOMAINTAINCAPACITVFORCONCRETE
WASTE.
5. IF LIpUI�S �O NOT EVAPORATE IT MAV BE NECESSARY TO VACUUM OR
REMOVE THE LI�UIDS AND DISPOSE OF TMEM IN AN AGCEPTABLE METHO�.
6. WHENCONCRETEWHSHOUTSVSTEMSHRENOLONGERREOUIREOTHEV
SHALL BE CLOSE� AN� HOLES, �EPRESSIONS AN� OTHER OISTORBANCES
HSSOCIqTE� WITH THE SVSTEM SHOULD BE BACKFlLLE�, GRADE�, AND
STABILIZE�.
e
e
�
DANDY BAG
INSTALLATION AN� MAINTENANCE GUI�EL W ES
INSTALIATION: REMOVE THE GRATE FROM CNTCH BAS W. IF USING OPTIONAL OIL
ABSORBENTS: PLACE ABSORBENT PILLOW IN UNIT. STAN� THE GRATE ON END. MOVE THE
TOP LIFTING STRAPS OIIT OF THE WHY NN� PLACE THE GRNTE INTO THE OHN�V BHGa�II 50
THAT THE GRATE IS BELOW THE TOP STRAPS HN� HBOVE THE LOWER STRHPS. HOLOING
THE LIFTING �EVIGES, WSERT TME GRATE INTO TME INLET.
MNINTENANCE: REMOVE ALL ACCIIMIILATE� SE�IMENT AN� �EBRIS FROM VIQNITY OF 11NIT
AFTER EACH STORM EVENT. AFTER EACH STORM EVENTAN� AT REGULAR INTERVALS.
LOOK INTO THE DANDY BAGNJII. IF THE CONTAINMENT AREA IS MORE THAN V3 FULL OF
SE�IMENT, THE UNIT MUST BE EMPTIE�. ID EMPTY UNIT, LIFT THE 11NIT OUT OF THE INLET
USING THE LIFTING STRAPS HN� REMOVE THE GRATE. IF USING OPTIONAL OIL
ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION.
STRAPS
STAN�ARD FABRIC IS AN
ORANGEWOVEN
MONORLAMENT
DUMPING STRAP ALLOWS FOR
EASV REMOVAL OF CONTENTS
DROP INLET CURB PROTECTION
DETAILPROVIDEDBVDANDVBAG (NOSCALE)
WOOD OR METAL
STAKES TO SECl1RE
THE STRHW BALES
QWO PER BALE)
' ' ' ' �sranwen�e
POLYETHYLENE LINING ID
MIL EHTENDING OVER
ea�es
METAL PINS OR STAPLES
PLAN TOSECURETHE
POLYETHYLENE LINING TO
THE STRAW BALES
s
WOO� OR METNL
STANES TO SECURE
THE STRAW BALES
(NVO PER BALE)
2 I 1
wiorH.
(A)-12' MINIMUM OR FULL W I�TH
OF ENTRANGE/EXIT DRIVE,
WHICHEVER IS GREATER.
2 WOO� POSTBTAKES WRAPPE�
W ITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE
SILT FENCE EN� IN PLACE
SILT FENCE
2 WOO� POSTBTAKES WRAPPE�
W ITH SILT FENCE AND ROTATED
ATLEASTNJOFOLLNRNSTO �
PROVIDEASECURECONNECTION pOST
SILT FENCE�
TO JOIN TO
END$ OF TWO
FENCES
aosr axr w000 oa iaa
LBS/FOOT STEEL 6' MAX.
WOVEN FlLTER FABRIC SILT
FENCE MATERIHL COVER
e�xa�� raErvcH ro eE encnFiuEo
AN�COMPACTE�
FirvisH canoE �
FLOW
INSTALLATION � �
1. REMOVE ALL VEGETATION AN� OTHER OBJEQIONABLE MATERIAL FROM THE PoUN�ATION HREA. �� O
2. GRH�ETHEFOUN�ATIONAN�CROWNFORPOSITNEDRHINAGE.
3. WSTALLACULVERTPIGEUN�ERTHEPADIFNEEDE�TOMAINTAINPROPERPUBLICROAD�RAINAGE. v � o
0. IFWETCONOITIONSAREHNTIQPATED,PLHCEGEOTEXTILEFHBRICONTHEGRHOE�FOUNDATIONTO �� �
�
C
IMPROVESTpBILITY. C �p
6 PLHCEAGGREGHTE�1N�OTCANQ2)TOTHE�IMENSIONSHN�GRA�ESHOWNINTHEWNSTRl1CTION y:d `-
PLNN$LEAVINGTHESURFHCESMOOTHHNOSLWE�FOR�RHINHGE m p �'K �
6. TOP�DRESSTHEDRIVEWITHWASHEDAGGREGATE�1NDOTCAN0.53�. v � � � �
D V h
]. WHERE POSSBLE. �NERT ALL STORM WATER RUNOFF AND �RAINAGE FROM THE TEMPORARY p v ���: o
CONSTRUCTIONINGRESSIEGRESSPADTOASEDIMENTTRAPORBASIN. U'= � � � 2
MAINTENANCE � � ' ^ `� m �
Z A c v �nv
INSPECTOHILY_ ' � V W S
RESHAPEPADASNEE�EDFORDRAINAGEAN�RUNOFFCONTROL. p,_= --- �
TOP-0RESSWITHCLEANAGGREGNTEHSNEE�E�. v�L'v ��0�
_IMME�IATELVREMOVEMU�AN�SEDIMENTTRACKEDORWASHEDONTOPUBLICROADS. � � 3 r�xm -
FLUSHWG SHOULD ONLV BE USE� IF THE WHTER FROM THE CONSTRUCTION �RIVE CAN BE CONVEYE� �� '
INTO A SEDIMENT TRAP OR BASIN.
REFERENCEO IN CHHPTER ] PNGE 22 HNO 231N IN�INNH STORM WATER pUHLITY MHNUNL.
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
SMNLLSRES-LESSTHNNTWOACRES (NOSCALE) �
MAXIMUM LOHO SLOPE AN� �ISTANCE FOR
WHICH H SILT FENCE IS APPLICABLE
LOAD SLOPE MA%. DISTANCE ABOVE FENC
LESSTHAN2% iWFT.
2T05% ]5FT.
ST010% SOFT.
,orozoo zsF,
MORETHAN20% 15FT.
POSTS: STEEL T OR U TYPE OR 2"X2" HARD WOOD POST
FENCE WOVENWIRE149I2GA.,6"MAXMESHOPENING
FABRIC: IN ACCOR�ANCE W ITH ASTM � 6061 LATEST E�ITION.
aosT zxz� waoo oR i s3 �esiFoor
STEELB'MAX.SPACING
WIFEFENCE�OGUAGE�MIN}B"MESH
REQ'D. IN SWALES OR AREAS OF
CONCENTRATEDFLOW
NONWOVEN FlLTER FABRIC
SECURE TO GOSTS W ITH 2" LATI
8'X0" TRENCH TO BE
BNCKFlLLE�HN�COMPHCTE�
FlNISHGRADE �
FLOW I
f+ �� � GEOTEXTRE FABRIC LAID ON
Ft � � DOWNSLOPESI�EAND UN[
� BOTfOMOFTRENCH
IiI I L INTOEGROUNDyyF�ENqEDALONGBOTTOMOF
�l�r TRENCH.SOILSLICINGINHCCOR�HNCE
II
- - WITHASTM�6462 8 2 2 15AL50
-III-II ACCEPTABLE.
3
GEOTEXTILE
� FNBRICLHIDON
+i� �OWNSLOPESI�E
AND BOTTOM OF
TRENCH
EMBEO�E� SILT FENCE MATERIAL
MM. 8" INTO GROUND Wl4" Ullp
ALONG BOTTOM OF TRENCH. SOIL
SLICING IN HCCOR�HNCE WITH
ASTM � 6462 82215 AL50
ACCEPTABLE.
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
WSTALLATION
PREFABRICATED SILT FENCE
1. lAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AN� AT LEHST ID FEET BEYOND THE TOE OF THE SLWE TO PROVI�E N
SE�IMENT STORAGE HREA. TURN THE EN�S OF THE FENCE UP SLOPE SIICH THAT THE POINT OF CONTACT BENVEEN THE GROIINO HN� THE BOTTOM OF THE FENCE ENO
TERMINATES AT A HIGHER ELEVATION THHN THE TOP OF THE FENCE AT ITS LOW EST POINT.
2 EXCAVATE AN EIGHT�INCH DEEP BY PoUR-MCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LME INSTALLATION BY PLOWING IS AL50 ACCEPTABLE.
3. INSTNLL THE SILT FENCE WITH THE FlLTER FHBRIC LOCHTE� ON THE OPSLOPE SI�E OF THE EXCAVATE� TRENCH AN� THE SUPPORT POSTS ON THE OOWNSLOPE SI�E OF THE
TRENCH
4. DRNE THE SUPPORT POSTS AT LEAST 18 WCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS �RIVEN INTO THE SOIL. MINIMUM OF
121NCHE5 OF THE FlLTER FHBRIC SHOUL� EXTEN� INTO THE TRENCH.
5. UlV THE LOW ER FOUR INCHES OF FlLTER FHBRIC ON THE BOTfOM OF THE TRENCH ANO EXTENO IT TOWHR� THE UPSLOPE SI�E OF THE TRENCH.
6. BACKFlLL THE TRENCH W ITH SOIL MATERIAL AN� COMPACT IT IN PLACE.
NOTE: IF THE < FENCE IS BEING CONSTRUCTEO ON-SRE HTTHCH THE FlLTER FNBRIC TO THE SUPPORT POSTS AN� HTTNCH WOO�EN LNTHE TO SECURE THE FHBRIC TO THE
POSTS. ALLOW FOR AT LEAST 121NCHE5 OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6ABOVE.
MAINTENANCE
_ INSPECT W ITH W 20 HOURS OF A RH W EVENT AND HT LEAST ONCE EVERY SEVEN CHLEN�AR DHYS.
IF FENCE FNBRIC TENRS, STARTS TO OEW MPOSE, OR IN ANV WNY BECOMES INEFFECTIVE, REPIACE THE HFFECTE� PORTION IMME�IATELV. NOTE: NLL REPHIRS SHOUL� MEET
SPECIFICHTIONS AS OUTLWED WITHIN THIS MEASURE.
REMOVE DEPOSRED SE�IMENT WHEN IT IS CAUSING THE FlLTER FABRIC TO BULGE OR WHEN IT REACHES ONEHALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
CONTRIBUTING ORAINAGE AREN HHS BEEN STNBIL2E�, REMOVE THE FENCE AN� SE�IMENT OEPOSITS. GRAOE THE SITE TO BLEND WITH THE SURROUN�ING HREH, ANO
STABILIZE.
REFERENCE IN CHAPTER ] PAGES 2i5¢21 IN THE INDIANA STORM WATER OVALITY MANUAL
SEDIMENTATION/SILT FENCE
(NO SGHLE)
NOTES: INSTALLATION
1. ACTIIAL LHYOIIT �ETERMINE� IN 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER
FlELD. POLWTION PREVENTION PLAN TO INSTNLLTHE SYSTEM.
2. DEPENDENTUPONTHENPEOFSVSTEM,EITHEREXCAVATE
2. THECONCRETEWHSHOUTSIGN THEGITORINSTALLTHEGONTAINMENTSYSTEM.
SHALLBEMSTALLE�WITHIN 3. ABASESHNLLBECONSTRUCTE�HN�PREPARE�THNTISFREE
30FT.OFTHETEMP.CONCRETE METALPINSORSTAPLES OFROCNSAN�OTHER�EBRISTHNTMAYCAOSETEHRSOR
WNSHOUT FACILIIV. TO SECURE THE PUNCTURES IN THE POLYETHVLENE LINING.
POLYETHYLENELINING 0. INSTHLLTHEPOLYETHYLENELINING.FOREXCAVATEOSYSTEMS,
TOTHESTRAWBALES THELININGSHOULDE%TEN�WERTHEENTIREEXCAVATION.
BIN�ING WIRE THE LINING PoR BERME� SYSTEMS SHOULD BE INSTHLLED OVER
THE PW LING AREA W ITH ENOUGH MATERIAL ID EXTEN� THE
POLYETHVLENE LINING ID LINING OVER THE BERM OR CONTHINMENT SYSTEM. THE LINING
MIL EXTENDING OVER SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER
BALES FASTENERS.
STRHWBALE(1l'P) 5. PLACEFLHGS,SAFE1l'FENCING,OREpI11VHLENTTOPROVI�EA
BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC.
fi. GLAGEANON�GOLLAPSING,NON�WATERHOLDINGCOVEROVER
- - � THEWASHOUTFHQLITYPRIORTOHPREOICTEORAMFNLL
_ _ _ _ _ =111= _ - _ _ = EVENTTOPREVENTACCUMIILHTIONOFWHTERNNOPO55BLE
-IIIII��III Ill,-lii ui II _IIIIIII,I;I,IIII IIIII�-11L' � oveac�owoFmesys*emroanounu.
_- ]. MSTALL SIGNAGE THAT I�ENTIRES CONCRETE WASHOUT
AREHS.
WOODORMETAL 8. POSTSIGNSOIRECTINGCONTRACTORSANOSUPPLIERSTO
STNKES (TYP�-2 PER DESIGNATE� LOGATIONS.
SECTION BALE 9. WHERENECESSARY,PROVI�ESTABLEINGRESSAN�EGRE55
(SEE TEMPORARY CONSTRUCTION MGRESS/EGRESS PAD ON
PAGE 1]) OR ALTERNATIVE APPROACH PAD FOR CONCRETE
WHSHOUTSVSTEMS.
ALTERNATE 10. USEAIOMIL.POLYETHYLENELMEDDUMPSTERASAN
ALTERNATE.
NHTNE MHTERIHL (OPTIONHL)
CONTRACTOR MAV USE A
10 MIL. POLYETHYLENE
LINE� �UMPSTER FOR
CONCRETE WASHOUT.
4
3
CONCRETE WASHOUT
TYPE"ABOVEGRADE (NOSCALE)
W/ STRAW BHLES"
2
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CB�� before you dig.
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IEET NO.
C101
�.odecT No_
W 19.0313