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15CAPE ARCHITECT
NPDES STORMWA 1. IMPLEMENT THP APPR AND KEfP A COPY P TRAN5MI551~N 41NE ANA A STABLE GRA55ED RIGFtT-
THP APPROVED EROSION AND SEDIMENTATION CONTROL O~-WAY APPROXIMATELY 2.1 MILES LONG AND 100' WIgE.
APPROVED ERO°vION HAND CLEAR AT BRANGtt CROSSING CONSIDERED A VIOL ORIGINAL BRANCH PLOW C<3') 2. PREVENT SPIWNG O AND ANY OTHER PE SURFACE WATERS. ORIGINAL BANK - N07 TO EXCEED 5' 3. USE HERBIGIpES. PE WITH THE FEDERAL I 4-6' GLEAN QUARRY RUN 570N~ C8-12' TttIGK~ M ACCORDANCE Wlt 4. G~NTROL MANAGEME SURfACE FLOW DIVERSION WASTE PROM THE 5 FIOWWG TO TRAr OR CHECK DAM QUALITY OGGUR. EROSION AND SEDIMENTATION CON7ROD~ LAN WN.LRBE T„E A GRAVEL AND GRASS ROADWAY AVERAGING 12' IN WIDTH 704.484.~7 J A VIOLATION O~ tHE FEDERAL NPAES GENERAL PERMIT. WILL BE CONSTRUCTED OVER 7M~ ENTIRE LENGTH , 54.1731
PIWNG OF FUELS.LUBRIGANTS. GOOlANT5.FIYAROLIC fLUlAS. GRAVEL WILL BE INSTA4LED A5 NgEAEp. ROUTE THE ?THER PETROLEUM PROAUGTS ONTO THE GROUND OR INTO ROADWAY WITHIN TFiE 100 ~iw To Besr anvArvraG~.
JATERS. DISP05E OF SPENt FLUDS APPROPRIATELY. ~IpES. PESTICIDES. AND FERTILIZER IN A MANNER GON5ISTANT LAND U5E ALONG ROUTE OF TRANSMfSSION LINE IS 5O4 SOUT 'EOERAL IN5~GTIGgE. DUNG?GIAE AND ROAENTIUnE AGT AND RURAL. THE 100' CORRIDOR 15 IN STABLE GROUNgGOVER
I'u~uc 5rR>"~r oR RaAv SOUTH DEKALD STREET
GONSYRUGTION irNY'RANCE 12' MiMMUM WlDrrt OR Full wlD7rt AT A4L IAN GEMEN ANA DISP05ALpOF Ut7ER AND SANITARY THAI CAN BE DESCRIBED A5 RANGING FROM ESTABLISHED PASTURE ~jH~~„BY, N ~M TF1E 917E 50 THAT NO ADVERSE IMPACTS TO WATER TO MEADOW /OLD FIELD CMANAGED EARLY SUGGESSION~ TO sY. NORTH CAROLINA 28150
ia01NT5 Ofi THE Y~hIGU1.AR ~NTRANG~/~Xff AREA, ~G~. LAWN. THE ROUTE PA55E5 THROUGH OPEN AND WOODEA
5. IN5PEGT ALL ER051 FACILI11E5 EVERY S DAIS FOR 9TORMW ~ ' ' r ' ~=1;, ALTCRNA7E GONfIGURATION- EPA-aPPR4vER 303 L ER0510N CONTROL AND SEDIMENTATION CONTROL LANDSCAPES. TERRAIN RANGES FROM FLAT TO EVERY SEVEN CALENDAR DAYS CTWIGE IN SgVEN CALENDAR
•~•'.•~•'.•G'.R•~•V'.~•h•~•'.P~A'D'.~ STORMWATER DISChARGES TO STREAMS OH THE LATEST ROLLING TO 5TEEP. a• AVER 303Cd~ LISfl AND WITHIN 24 HOURS OF ANY STORM CONSTRUCT A TEMPORARY CONSTRUCTION ENTRANCE ~t
~1 '1 ~ 1 1 • 4,', • - NO DEFINED DRAMAGP CttANNEL EVENT Of MORE 7H MAINTAIN A RAIN GA • 5°1 '"°~~4 O~ ~ AMOUNTS AND DATE ~':.:•:•~""s INDICATES UF9T5 OP RIPRAP • ~ ~ ; 6. oes~RVe sroRMwa . ~ ~ ~ ~ FLOATING 50LID5. ~ OBVIOUS INgIGATOR. OF tt1E EROSION A • • • • ~ SEDIMENTATION 15 L h11Rlfl FILTER PADRIC C6001(~ UNDER STONE • ~ ~ ~ . • • ~ • •a'...Q... o . j u MORE THAN 0.5 WGHES Ot` RAIN IN A 24-HOUR PERIOD. ~A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAMfALL AT EACH ROADWAY GR0551NG /ACCESS POINT. ~xi~+~+~~+ ria:~i~i% "`x~.~r:~~.~'tc~s~.~.~~~..~r?r~z~Y'S~~ ' ' .~.'#`~3zr,:.~t.~:n:~ff'~+%.~. .
M ~ 3,Y , , . >ND DATES. SEE DETAIL 1/5. INSTALL APPROPRIATELY SIZED ,~=':ha'L~=`.~,,;R<rq:~:~,',~,~<,.:;L~,~<~:*.:,a:~~;x+~;;nt ~70RMWATER RUNO~f DISGtfARGES AND LOOK FOR CLARITY, CSPEGFIED~ DRA~VAGE PIPS WHERE 51DE DITCH ExI5T5.
S~0 CRU~t1~O , WAShiirU SrON~ C2-3 ~ SOLIDS. SUSPENDED 50LID5. OIL SHEEN AND OTtIER MAINTENANCE R IgIGATORS OF POl4UTION AND EVALUAtE THE fFRECTIVENE55 INSTALL 51LT FENCE A5 SHOWN OR AS NEEAED. 7~pp~tY CON57RU 'OSION AND SEDIMENTAt10N CONTROL MEA5URE5. If DETAIL 2/5. ~NGE REQUIREMENT 5
p ~.,~.,.,.....,,.~.,~w•_. IN LAYER N T 1.55 THAN 6' •.w...,. • AW. 5Ei?IM~NT ~PII,LED. DROPP~fl. WAShtEA CONSTRUCTION ENTRANCE GRAVEL PAD IN A CONDITION TO PREVENT MUD
aR rr~AcrcEa oNro ~u~~c ~~~75 Muir a~ RirhtavEp Ir~r~clar>;t.Y. w• o b d; ~ ACTION 70 CONTRO STONE OVER fN.TER FABRIC ~ . ~ 7. KEEP A RECORD OF f10N 15 LEAVING 1?iE DI57UR6EA AREA. TAKE IMMEDIATE MAINTAIN THE GRAVEL GONTROI. THE D~SCttARGg. CONSTRUCT TEMPORARY DIVERSIONS AS NEEDED TO AND SEDIMENT FROM CORD OF INSPECTIONS. REGORR ANY VIS~LE SEAIMENTATION piREGt SURFACE t~UrvOFF TO TEMPORARY SEDIMENT TRAP. MAY REau~Re Pea~oo~ ibIDE TtiE D15TURHED LIMIT ANA REGORA MEA9UREb TAKEN TO AFTER EACt1 RAINFA4L JT FROM LEAVING THE CONSTRUCTION SITE. THIS PERIODIC TOPDRE551NG WITH A 2-INCH STONE.
I ~'E DiAMeTER Gf1ANNEL BOTTOM; SOUND OUTbIDE Tti o ~ GLEAN UP Tt1E SEAI o I~~~.~•.°••••••••.••••••••••V= 8 OPTIMUM E FICIENCY. NG CFORD~ FLARED AND SECTION , RAINFALL. INSPECT ANY STRUCTURE USED TO :NT AND CLEAN IT OUT A5 NECESSARY.
Tt1E SEAIMENT. MAKE TttESE RfGORDS AVAILABLE TU Tt1E gETAIL 3/5. INSTALL TEMPORARY DIVERSIONS PER bPEUFICATIONS. TRAP SED~MEN7 AND WATER QUAL.I7Y OR IT5 AUTYtORIZED AGENT UPON REQUEST. IMMEDIATELY REMOVE z0510N CONTROL MEASURES TO KEEP THEM OPERATING AT GON5TRUGT TEMPORARY SEDIM~N7 TRAP ON DOWN- WASHED OR TRACKED REMOVE ALL OBJECTIONABLE MATERIALS 5PILLED.
`FICIENCY. STREAM 5t0~ Of AGGE55 ROAD, WiTF11N ANY NON-PIPED 51~t ~~hIGE TRACKED ONTO PUBLIC ROADWAYS.
N~5 aRrioR si oPES ~nm wear •.,.B~Q° O Q = A COPY OP' THE GE THE DWQ ST012MWA ~ hhtp~//h2o.tnr.stnte.n0. • DRAINAGEWAY AND ON BOTH 51DE5 O~ ANY BRANCH INSPEGt SEDIMENT FE F THE GENERAL PERMIT GAN BE DOWNLOADED FROM GR0581NG. AE7AIL 4/5. EACrt Rc,~NFALI.. MAK ST012MWATER AND GENERAL PERMITS WEB517C A7 FABRIC OF TttE SEDI n~.state.na~aisu/PDF_FYes/SW_Generol_PermtsiNGG010000.paf AT BRANCH GR0551NG. ANY EXISTING TREES WILL Bg GUT. oR sEGOhtE INEFPEG7 BUt STUMPS WILL REMAIN. NO GRUBBING WILL TAKE PLACE SEDIMENt DEP051T5 570RAGE VOLUME F WITHIN 75' AF A BRANCH IN ORDER TO MINIMISE PRE55URE AN TttE F DISTURBANCE. ALL BRANCH GROS51NG5 WILL AE 7FtE FENCE DURING C IiAND-CLEARED . AND UNSTABLE SEDRI GRADE AND STABILIZE )IMENT FENCES AT LEAST ONCE A WEEK AND AFTER kLL. MAKE ANY REPAIRS IMMEDIATELY. SHOULD THE
Nth rm SEDIMENT FENCE COLLAPSE. TEAR. DECOMPOSE INEFFECTIIVE. REPLACE IT PROMPTLY. REMOVE
2 o :POSITS AS NECESSARY TO PROVIDE ADEQUATE DLUME FOR THE NEXT RAIN AND TO REDUCE
P~9Ci ' a . aN THE FENCE. TAKE CARE TO AVOID UNDERMINING DURING CLEANOUT. REMOVE ALL FENCING MATERIALS
ALE SEDIMENT DEPOSITS AND BRING THE AREA TO STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE
LENGTH- SEE PLAN AND CALCS. OTttERW15E. GRADING WILL 6E MINIMAL AND ONLY 70 AREA 11AS BEEN PRO Tt1E EXTENT NECE55ARY TO ALLOW EQUIPMENT TO t~~~Y INSPECT TEMPORARY AGGESv POLE LOGATION6. ALL DENUDED AREAS EACH RAINFALL. ~U1E SHALL BE SEEDED WITH GROUNDCOVER PER SPECS. FLOW AREA AND REP AND MAKE TIMELY REP SEEN PROPERLY STABILIZED. DIVERSIONS
NY= t'LARfD END 5CG710N IPORARY DIVER51ON5 ONCE A WEEK AND AFTER kLL. IMMEDIATELY REMOVE SEDIMENT FROM THE
ENSURE TrWr pKAiNAGE AREA 15 NO GREATER THAN L4 ACRF PER !00 LF OF FENCE pRANAGE PIPE AND REPAIR THE DIVE'R51ON RIDGE. CHECK OUTLETS IMELY REPAIRS A$ NEEDED. WHEN THE AREA
r~+...Mirrr.N.«~wyanM~.`.+~W~.,++.wnwn.. .r,.y ~,•v~Jw. w1.w•..rl.n..r r.r..w+. ....e...S ~ EXCAVATE TRENCH AT RASE 01' FENCE {4'Wx8`D) ' T~oI~Y s~ sror~ac~ i BURY TOE OF 1`ABRiG N TRENCH AND TAMP BACKFM.1, F } /gyp w tur/~ • IN AREAS WIiER~ PASTURE 15 CR055ED. NO GROUND PROTECTED 15 PERMA DISTURBING ACTtvITIES ARE REQUIRED. THEREFOR. AND tt1E Gt1ANNEL t CERTAIN SEDIMENT TRAPS MAY BE CONSIDERED AND APPROPRIATfIY GItAVEI Ftl.TfR TYPE OPTIONAL. PROVIDED NO GROUND DISTURBING WSPECT ALL TEMPOR ACTIVITIES ARE UNDERTAKEN. of SIGN~PIGANT RaINF BASIN 70 ITS ORIGINA 15 PERMANENTLY 5TABILIZED, REMOVE THE RIDGE ANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
t.u.v+-Vw...wvn+ru...yw...,w.w.~:..ww.v...w,.......n....,.w.....w,.u..,u.n..........rw~w..........,. I~VMOI ~ 114 ~J/ ~IA.7fILM 51 VI~F al.' 1111A 1~ G•xG• w4v~N w~~ FOR SUp~4Rr r+nruu, ,fnc~a,rss , ~ i~t ' ~ : ~ : .::-#i :-y~"•ri ..;.fir 7 ,.l;~- 'RIATELY STABILIZE.
ATTACH WI1H WRE tE5 ~ MN~14~1 GLASS •B' RIPRAP CSTRUGTL>RAl STONt 0C S0~ TLNSEt.E STP.GNGm. PLACE SCONE N rORSESncK' OR 'AO ~Tt~AL STO~S> ON /LTtR ~ADpG ~FS~~tONE FILTER BLANKE7C6' LAYEfJ. ALTS h~Afl FlLTER FABRIC ~na~t• oR ~ouCnrglT' aROlf~ N~CT RIPRAP - 18' LAYCR ER TYPE SEDIMENT TRAP WITH BAFFLES TEMPORARY SEDIMENT BA54N5 AFTER EACH PERIOD
: vt; , ~ . . , . y SLACK U61RAVi(3l.ET R451bTANT TIG STONC STIdKTURC DALK NTO 54a Mgtln 184X i~ASRIC 4R EQUAL r. s .r.. r.. 3• ~ Mp ~,prc ~p,pvypW SECTION WSTALL fLTCR BLANKET AND RIPRAP UNDER f'LARED END SECTION kNT RAINFALL. REMOVE SEDIMENT AND RESTORE THE 5 ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
g ~ !/2 STEEL CHANNEL P45T C60' LU ...M._..,.__. ' TA o n 12 ~ ~ M~ 6'-8 O.C. MAX. CpIZ1VL N GR4UNp 24) ~ , 0 FOI2 OUTLET PR07EGtION G~OME7R~ 5~ i'LANS CONSTRUCT WATER BARS ALONG SECTIONS Of AGCUMUU>rED To oN ACCESS ROAD WHERE RUNOFF GAN ACCUMULATE AND SEDIMENT THAT 15 RE RUN PARAL4EL 70 OR WITrIIN ROADWAY. PLACE WATER AND RfPLAGE Tt1E C WARS DIAGONALLY ACROSS SLOPING ROAQWAY. GHEGK THE STRUG7U PERIODICALLY CHECK DETAIL 8/5. IT 15 A MINIMUM Of 1. AT BRANCH CR0551NG. GRADE ONLY A5 REQUIRED TO EMBANKMENT, irirtED~ EM6ANKMEN7 70 SUG CONSTRUCT ARMORED STRUCTURE PER DETAIL 5/5. DiSP~aCED FROM TrrE 'D TO ONE THIRD THE DESIGN DEPTH. PLACE THE tAT 15 REMOVED IN THE DESIGNATED DISP05AL AREA
MAX SCDiMENT STORAGE LEVEL EUMENI' ~ k • 4+, cv3~ or nElcnr ~ G~ , 06 r n 00 "0 w BCRM WITH RIMtA~ HEADWALL E THE CONTAMINATED PART OF THE GRAVEL FACING. STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
h .,,M.•.w.....,..w N ~ ~ Q N ~ t 1~f N~ ~ M ry / V L / , W+.1 7 RIPRAP ENERGY DI551t'AtOR /OUTLET PROTECTION rye wvuT N75 Y CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IUM OF 1.5 FT. BELOW THE LOW POINT Of THE
MI !A~ 1, 1~ fw•. ( ~ .w 7~, M .IIR 5T A ~ „ i IMMEDIATELY FILL ANY SETTLEMENT OF THE TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP
• i' WOODEN ~T~"SI~POI~ 5LY ~iE ~ c~. # ~ ~ ~r s • i ~ IS MOt AGGEP~A~E ON 1NI~ RtO~CT y ~t~ ! ~ - R L.•.~ t w. ~ t~ 'ROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. SEDIMENT-PRODUCING HAVE BEEN PERMANENTLY
•r ~ri¦ie~.dJ~11.17 ~/LV 11lrJ3 i' ROLLED E 00 NOT 5 Rg1ED EROSION CONTROL PRODUCT - NORTM A~RCAN GREEN OR E4uAL pTNERWISE. GRADING WILL BE MINIMAL ANp ONLY 70 AFTER AL4 5EDIMEN7- 0o r+or srn~rcn r~oDUCr roo ncnr THE EXTENT NECESSARY TO ALLOW EQUIPMENT TO STABILIZED. REMOVE AU.OW I'OR tltRCGiJI.AR111E5 NSLOPE SED~MEN7. SMOOTH ACCESS POLE LOCATIONS. ALL DENUDED AREAS AREAS AND STABILIZE REMOVE THE STRUCTURE AND ALL UNSTABLE SMOOTH THE AREA TO BLEND WITH ADJOINING
~Llrv~ nu.ow ~ y W~ ~ ~ - ~ SCI ~~:~1~ 6TArWG STABILIZE PROPERLY.
WORK SLOPC SLRI'AGt t0 A SMOOTH GONDIt10N BC/OItC PLAGCMCNi SFtALL BE SOWN IN PERMANENT GROUNDCOVER. fOR SLOPfB <~~1 NtODUGT RO11 MAY DC PLACLO HOWLONfALLY TEMPORARY 9RANCH LMC. R'RtiRt ANp SLCA gC/0RC MSTAI.lATION OF PRODUCT N07E NEW REQUIREMENTS FOR TEMPORARY SEEDNVG INSPECT BRANGrt CR M.ANTNG Of TRCCS. 811RL08 OR GRWA7000Y[R AI`iER N57ALL4TION AND SEDIMENT TRAP WITH BAP'I`L~S. A6U7MENT5 GrtANNE~ BRANCH CROSSING CFORD3 %NCH CROSSINGS PERIODICALLY AND AFTER MAJOR
Nr5 Nt5 CHECK f Or CHANNEL BLOCKAGE, EROSION OF CHANNEL DEGGADATION, RIPRAP DISPLACEMENT.
6TArWG ~ATiCRN 48 I'[R MMIIPAGTUREIt'b 6PECJFICATIONB SLOPE FAILURC ANq THERE WILL BE NO OFf-51TE WA57E AREAS. IMMEDIATELY To PREY INLET PROTEG710N JRE AND PIPING. MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE TO INSTALLATION.
'OTION
/~i ' nK?+u+°~oR ~~si~ of in~e~ r, INSPECT THE BARRIER Y:,,.: MAKE REPAIRS AS NE '~'~~'r:'~,,.:..~;.,~,.• AREA A5 NECESSARY BARRIERS/5TRUCTURE6 AFTER EACH RAIN AND 15 AS NEEDED. REMOVE SEDIMENT FROM THE POOL
•~.r: i~ ZESSARY TO PROVIDE ADEQUATE STORAGE VOL- IE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR
~wcr~at n 6•x`' TREIIGM ANO STARE AT 12• o.c. ScQNStIZUCTION 5EQU~NCE LIME f'OR 7ht~ NEXT R oerAw n~ovn~ o~ ~osiai corrtRO~ ruw UNDERCUT 7ME FABRI r~ Ncoe~ uen~ntr N[c~dw. arxta REMOVAL. WhtEN THE HE FABRIC OR GRAVEL FILTER DURING SEDIMENT NMEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
r_ r I rdoR to ecu+t~c nr+r unu a~sn+~tpNC ,rcmirr. ADEQUATELY S7ABILIZ „ Arnw me-cor+5~cna+ cow[~er+c~ UNSTABLE SEDIMENT ~ i - i'o~a. ~s ~s °a teD o~n~~?a . SHOOT 7 ANQ COMPA SHNGLE-LAP NATH MNRIUM OV[RLAI' OI` 6' ~WOp( qt MODIY MCABUt[9 A6 GRAONG AND ' 5TABILIZED. REMOVE ALL MATERIALS AND ANY SEDIMENT AND DISPOSE-. OF THEM PROPERLY. BRING
~ ~y fe0 AREA TO The GRADE OF THE DROP INLET AND D COMPACT IT. APPROPRIATELY STABIUZE ALL BARE
JND THE INLET.
~ ~ ~i~~~k~ ~ ~ _ n.. n DCGN NEW ROLL N GMCCK SLOT ~ none neoeuss. ApUTLETAI'ROT GnON I MANTAN ALL TCM'ORARY MG49URC8 /OR hK areas nvreie~a Hsrww R• [fr dllA71~N Af TM[ ?lALGT. Q15?[GT W[[IiLY MSPECT RIPRAP OU7L ITECTION RAP OUTLET STRUCTURES AFTER HEAVY RAINS TO
-icy/~`~ ~ 'ti~~*..,~,~. ~ ~i~ f' 1' µ ^ u+c i;frrrt atr R~~u. [vcnt SEE IF ANY EROSION - NStnu aaD t~at~tnw eaef at+D ouMr rROrlCnoN TAKEN PLAGf OR IF IMMEDIATELY MAKE Al. - DRPiG PRODUGI TO LEVEL ARCA OELOW SOC - PROVDC TRTORART OR PCRMANtNT GROU,DCOVCR N AAMAGE. EROSION AROUND OR BELOW THE RIPRAP HA5 ` r OR IF STONES HAVE BEEN DISLODGED.
MAKE ALL NEEDED REPAIRS, TO PREVENT FURTHER
sE~ TALI SCE TADL! ON bHCfTS 1-4 I~OR pTCH LWCR SPCGfIGATION ~ ti~,~,'~f`,~~,~."`y~ ~ . ..j~~ i""^~T~ ~ ~ TI N THC Ct10 UNpER 4' Ate STAPLC AT 72' O.G. Atl DEIXIOW AREAS USNG 5000DLO PREPARATION ANO SWALES. DITGh1E5 AN SCCORiG SGIt[OU4C. MSTAIl. CROSION GONtROL GHES AND DIVER51ON5 (WATER BARS
DETAIL al SEE TA6LE ON SHEETS 1~5 POR pITGH LINER SPEGFICATION ~'OR EACH TnD DC?A4 APPLICAEIC t0 'V' OR 1'ARA60LIG OIiCH GCOhCTRY ,~•~c~ ri ~ • ~~•f~,~~~ NLttNG A5 SMOWN OR A~ RCQl~tCO TO MOLD 9EC0 DURING TI1E C5TABU AND MIA.CM N Fl.ACi LNTL T GR0IMDGOVLR C1IANNELb AP7ER EV ib Cataeusne0. L15HED. PERIODICALLY ESTABL15MMENT PERIOD. CHECK GRA55-LINED s FTER EVERY RAINFALL. AFTER GRA55 15 E5TA5-
INSTALL DITCH LINER t10/L6) AND GHEGK DAMS t3.1/L6) PER PLANS ThK TOP me Tor e~.evnTwr~ or a vowre~a.~ trout nnn 5nnu. er me ~f ~l~~ ~ f -.f EVERY YIEAVY RAINFA I IODICALLY CHECK THE CHANNEL; CHECK IT AFTER (Y RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS.
ThK SAhti me soru as n+e eorron ~uvanor+ or nr+ ~uu. cncuc unn ~cC~errWN 01 ~~Mi~a5~ GRA~6NG~. 6E~Y$' ET AND ALL ROAQ ~ ru~rzc os otn[rew~sc rKOVncp wrtn ttreoRU~Y ~ EVIDENCE OF PIPING u ~ oR rcxna~cN1 aROU+oCOVER DCV1C[S oR CANT SEDIMENT AGG sneucn.KCS surncunr to asnea~ aeo on. ,ULARLY IMPORTANT TO CHECK THE CHANNEL OUT- L ROAD CRO551NG5 FOR BANK 5TA51UTY AND
• SHOULDER BERM OR GOMPAGTED FILL. F PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFI- ENT AGCUMULATION5 TO MAINTAIN THE DESIGNED
'V' DITCH GEOMETRY THIS PROJECT CLASS 6 CROWON GONTR01. STOrC CARRYING GAPAUTY. APACITY. KEEP THE GRASS IN A HEALTHY. VIGOROUS j kT ALL TIMES. SINCE IT 15 THE PRIMARY EROSION
a DIRECT WTERCEPTED FLOW 24' MAM~%.M HCIG1i N CENiCR C12' THIS PROJLCT~ g ROLLED EROSION CONTROL PRODUGI' -SLOPE INSTAL NT5 ALL OTHER g9TURBCD. LhfP05W ARCAS 9FIALL CONDITION A7 AI.L 7I >TALLATION 5CDC0 ~'"°R""Y TEMPORARY SEED~IG WIi1tN 13 WOgMG DAYS Olt 30 CPLLNDAR I FOR THE CHANNEL. 5EEDLNG
2' Mt1UM a INTO 5EDIMENT ~ASW DAYS fOLLOWNG GOFlLCTON Of ANY MAbC RESEED AND MULCH OF GRAgNG. WMICMICVLlt IS SMORtCR. MULCH AREAS WHERE SEEDLING EMERGENCE 15 VHERE ER05ION OCCURS. AS 50ON AS P0551BLE.
,.w„ ~ .;~liY ~R...IIi• ~I,..I,~ ..4 NOTE-- TFtlS DETAIL 15 NOT SPEGI~'IGALLY RE~'ERENGED • pRpy~pl rteNeNn+r ~p~ryp~py~ N qLL p~.gp~p POOR OR WMERE ER AItCAS UStiG bCLppCD rRCPPRAiION AND SCCgNG DO N07 MOW. PRO scncous. naTU~ cROe~on cartRa ?urtNC pCRMANEN7 SEEPING )W. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
L 4 W ~ j~ r I .r., ;r• 2~l SLOPES '~•;;!f .a.. ,{~~.,I~,,. . M.. r. 1' o~ ON PLANS. BUT SFtALL 8E U5E0 A5 REQUIRED. w~G~n ~~,?~CtAU1R T pt~puNSp~COV~ GENERALLY. A STAND SEEDING A STAND OF VEGETATION CANNOT BE DETERMINED
l ~ ` Q C.. ,..r' b,~ k.. i' r.,. it, csro~eu9nto. 70 BE FULLY ESTAB ALL DI3fUREtO ARCAS SMALL DL SCLOCO NMH MAINTAINED FOR ONE .Y ESTABLISHED UNTIL 501L COVER HA5 BEEN FOR ONE FULL YEAR FROM PLANTING. INSPECT
..3' .1•••M ~f _ ~ I ~ ~ ,~y{~j.GROtRmGOVOt MA1HM 76 WgVCNG DAYS SEEDED AREAS FOR COR 60 GALANDCR OAY~ /OLLOWlW COMrLliWN or me neo.iccT. AND RESEEAINGS WIT 9DGE P A . -M NT P IFI .ATIONS - MANTAN ttM'ORARY Ek05WN GONiROL R~SEEDiNG - IF a 5 OPE - 2~ 560PE V) SPAUNG CPT MCASUtCS UNTI. THL SRL MAS OCtN INbPCCTLD Gt101CE OF PLANT M ANGLE -X60' <S~ 125 Coraicr~riYTrt~a~o~ ui gimoana~ ~stut~cs. FERTILIZER. RE-E57 uTLE7 aN UNDI5TUR9ED AREA 5-107. 100 rtcrae nnr oe~nsccs ro sown 4R[as. PREPARATION OR OV JOFf TO STADI.C NATURAI. OUTLET O 387. 50 " ~ ~ APPROPR ATE FORAPE . AS FOR FAILURE AND MAKE NECESSARY REPAIRS )ING5 WITHIN THE SAME SEASON. IF POSSIBLE.
.w ~ 4^( ~ ~ mow... t.•... ~ ~w,.... ~y ru~i ioox raeac eaRm~ RwGE _ ~p GROSS SLOPE - 2~ IF A STAND HAS INADEQUATE COVER. RE-EVALUATE PLANT MATERIALS AND QUANTITIES OF LIME AND
r . i rs 7 ..W. I..~~ w S . rY «M ~ . ' .-,..r ~t t GROSSWG ANGLE - LOCATE OUTLET dN AIV~RT RUNOFF TO 5 RE-E5TABL15H THE STAND AFTER THE SEEDBED N OR OVER-SEED THE STAND. CONSIDER SEEDING
• ~ ,yrr) COMPACT AREAS OF TILL A5 REQUIRED TO PREVENT UNE4UAL SETTLEMENT , ANNUAL SPECIES IF THE TIME OF YEAR 15 NOT E FOR PERMANENT SEEDING. IF VEGETATION FAILS
THAT WOULD CAUSE DAMAGE TO THE COMPLETED DIVER510N. 6'-0• CUNLESS ~TMERWISE >TMERWISE NOTED ~33y zg TO GROW. SOIL MU5 NUTRIENT BA4ANCE 15 501L MU5T BE TESTED TO DETERMINE IF ACIDITY OR GLANCE 15 RESPONSIBLE.
~SrwTl~4 3~1 3~1 LOW FERTILIZATION - ON U511MENT USUALLY R GROWING SEASON. SEEDBED PR~f'AI2ATION FOR 7FtE SPECIfIG 5 CHISEL GOMPAG?EO AREAB AND SPREAA TOPSOIL ~N - ON THE TYPICAL 015TURBED SITE. FULL E5TAB-
Gt1ECK DAMS CtICCK DAMS MAY REMAW AFTER GiANN4. VEGCTATION 15 ESTABLISHED .•~•'.T.kkGK;TO~;COMP~AGr'.., P 5UALLY REQUIRES REFERTILIZATION IN THE SECOND EASON. FINE TURF REQUIRES ANNUAL FERTILIZATION.
'EST IF P0551BLE OR FOLLOW THE GUIDELINE5 GIVEN PECIFIC SEEDING MIXTURE.
NfiS NT5 .l ~ P~~~~t f ;~!J,-,~ , , .l~i~ ~ .fit >r
.tiL C i...~t~~tKa TttREE WCHES DEEP OVER ADVERSE SOIL GONDI714N$. IF AVAILABLC. ~E~~.~.'i~i~~~'#::~,.~~.,,.+. ~i~~~..~~i?t+~':?~~i~~,',:?k -RIP ENTIRE AREA TO A DEPTIi OP 51X INCHES. jt, t'2f.7tA+,t~j,,• ,ghYO',,y 1}+ .•':•`y',~! rJ~a ?-`~2$ .y :'~y 'lf.J r.i{'1'}j?~, t~'Rv;i+'' :Jy.1. },'J` tIArx .v. i 1J71i"..1/.ti.taf.~.[r.'L.~'Ii1''t.DM.f:RtRE1c1.Q•i'~:•u1r.~JL:~LitC1.~.f..7,.47i7tl~{!Y^-b1'N.~IJ~'i~",.SlCl]:.,.5/.f'tT.tA'2i5.i!Y.7.Lt:AiI~7C."L-Yi~?'71L.'St• ..11r.
$EGT10N REMOVC ALL L005E ROCK. ROOTS AND 071iER
9 WATER BAR CDIVERSION~ OBSTRUCTIONS LCAVING SURFAGE5 REASONABLY ,,~~~tt1 - APPI.YTAGRICUL7UR~ E. FfRTIUZER AND ~N~~,r SUPERPH05P1'fATE lMifORMLY AND hpX WiThf SOIL PNp
N75
NOTE- THIS DETAIL 15 NOT SPEGIf1GALLY RE~ERENGED -AGRICULTURAL LIMC5tONE- 3 TONS /ACRE so
ON PLANS, BUT SMALL BE USDA A5 REQUIRED. -FERTILIZER X10-10-10)- 1200 /ACRE -SUPERPH05PHA7E C207.~- 500# /ACRE
-MULCH CSMALL GRAMI STRAW)-2 TONS /ACRE ~N -ANCHOR- ASPHALT Ch%JL.510N • 300 GAL. /ACRE I
- CONTINUE TILLAGE UNTIL AWELL-PULVERIZED. • •
OETA~ 15 APPLIGACABIg TO 'V' OR PARABOLIC DITGFt GEO NQ~, DRAINAGE SWALC OR TEMPORARY DIVCR510N FlRM, REA50NABLY Ut~gFORM SCEOBED 15 ,n ;d' k ~I ~ DITGFt GEOMETRY PREPAREq 4 70 6 INCHES DEEP. %
5EE0 ON A I'RESHIY PRCPARED SEEDBED AND ~~~i FO COVER SEED LIGHTLY WITF1 SEEgING EQIAPMENT ~~~i~~~ OR GULTIPACK AfTER SEEDNVG. 13 L
f THIS PRWEG7 W LOCATED ON HILLY 'fERRA~I AND THE EROSION CONTROL BLAb#CET - NQR'I'Ft AMERJCAN GREEN O RIGHT OF WAT CMfORK ZONES IS OPq.T 100' MADE. I GREEN oR EQUAI. - MULGi IMMEDIATELY AFTER SEEDING AND ANCHOR
I~ OVERLAND FLOW 1 ALI, 51:DMENT tRAP9 ARE LC95 THAN 20' IN LENGTFt. ANCHOR BLANKLY WI7Ft STAPLES 18-36' APAR7• MATERIAL A5 REQUIRED. ~~7• -INSPECT AL4 SEEDED Al@EAS AND MAKE NPGE55ARY
G1A55 $ R~'RAP i ~ U5E 2 BAI~1''LE5 TO DMDE BASW ROUGHLY WTO Tt11RD5. STAPLES SrtALL DE 11 Ga. 6'xi• CCSI.ING OR EAUau. BLANKET WILL GONfORM TO CONFORM TO TRIANGIA.AR. t EAUau. REPAIRS OR RESCEDINGS WI7tiIN THE PLANTING fRwNWA.aR. SEASON. IF P05518LE. If 5TAND SHOULD BE
L'h~'RGCNGY $Y-PASS 6' $El4W SETtIEn TOP OP SAM ~ J PARA60UG OR TRAPEZOIDAL CR055-5EG710N. OVER 607. DAMAGED. REES7A9LI5h1 FOU.OWING
OYERFILLL 6 FOR ocy~~r g>:TT~co raP SatTnta~rrr i~ v( 11 OURY ENDS 6' DEEP AND ANCHOR WITH STAPLES. BACKflLL AND TAMP. ~pl~g, ORIGINAL LIME. FERTILIZER AND 5EEDING RATES. CONSULT CONSERVATION M5PEC70R QR LANDSCAPE ~ ~ O IA ANGiOR ARGt11TEGT ON MAINTENANCE TREA7MEIVT AND ~'"1
~ P11~~1 c wT>R ur~aTrr cW vawES r ~ ?~5z OF ~lrtFAGE AREA 4' hllV. 0 0 f`OLD BLANKC7 IN70 6' tRENGYt C25'OG~ ANA ANCHOR WITH DOUBLE ROW Of STAPLC5 AND TAMP BACKrW.. gq~~,~„ FERTILIZA710N AF?ER PERMANENT COVER t5 w.J DSION GONTROL
0 p o 2~1 SOE 51.OPE o Q M MDDLE Cf1AhID~ COIR EROSION BLANKET BAFFLE p00 g/m J gSTABUSMED.
0 o i z, , ~T ~x Of SUtFACC ARFA , 0 i , o~ o •.r•----ld 51.OPE a!~'1~T ZONE 3 50URGE~ Cp'P x.800.533.0046 y ~S ~15TALLATION SIMLAR i0 SILT FENCE l.~~ ~ " ry ~ ~ r I~~TAI SEEDING SCHEDULE i 1'*AILS AND NOTES
0 0 . I MAKIh~M ~ , 30f: OF 51~f'ACE AREA ; " . '~aY~ .I''~:Y'S t 4r;:•~"'~SL"} '.1{' • (K . ~~:'tJ1 h`!'~W' '~'r.^'i, SvT .w ..K Wt,•:~, ~ ^ ~ `j 1^.'.~I1 fir.. ~
~ ~ 1 wE~ MI~`~ r~.rrR rA$R~c NA1t~tAt. GROUND . TYPE SEEDING RATE a
COMPACTED 5U9GRAQE ,rin p n~Ry. SLOE DITG!~!E~. ~LOI'LS trLx_ 3~1~
~14N~ ~E~cnoN ~l 5EG710N 8/15 - 11/1 TALL F~SGU~ 120# /ACRE RUT~tER~~R Il/1 - 3/1 TALL FESCUE WITn 124# /ACRE
A6RUZZI RYE 25iF /ACRE RFORD ELECTRIC MEMBER5HIP CORPORATION
~ WA$tiED SroNL Fq.TLR 9l,ANtfE'r c ncUO7 ~FS7) -~2" LAYE'R C~ ~ISTALL POROUS $AFI'LEb PER NGDEN~ yTANDARD 6.fo3 EROSION GONTI~OL BLANKET - DITCht LINER 3/1 - 4/19 TALL FESCUE 120#/ ACRE WoMAGK 4/15 - 6/30 HIk.LE~ C. BCRMUDA 12ii /ACRE
cv sa CROSS-SrcT~N t-., Mar to sc~~c ~r-o• Nt5 7/15 - 8/15 TALL FESCUE 9~JQ 60# /ACRE CK ROAD TO PEA RIDGE 5UB5TATION
~ ` •w.,~ ~Y1 YN` 1~'K MnN1. Wlf~l MMy ~'J~~J•:jl A' .r:, 0 NOTE- IN ADDITION YO USE WITH 7EMPQRARY DIY~'R510N5, U5E STAKE (`OR SUPPORT WIRE THIS DEtAiL AS DIREGtED OR REQUIRED IN THE ~I~LD. rBROWNrOP MILLET 35iF /ACRE mores can ro 2~i~ P O L K G 3/1 - 6/1 SERIGEA LESPEDEZA C9CRF0~ 50# /ACRE
© y s t„ .-y.. .-r~ r. rnY~trJ . C ~ ,•.J J J. J~ Y o ~.~rrM . ~V.rN p • ~w. ~ , ~ /,•ti iJiJrrr . r~~~'Jf~'Jii,r 0 SUPPORT W6tC ACROSS 70P ~COUNTYsNC
r• , ' ~r.rl;~. 0 00 p0 o p 24 SLOPC MAXIMUM 36 .EE ~ 57CCL SUPPORT P0575 - DRNE 24' MTO Bp770M OR SIDES ACI2 3/1 - 4/1S TALL FESCUE 60iF /ACRE
8 ~ , . . , . 0 00 0 0 o p o ~ DE7AY. 15 APPUGAGA84E 70 'V' OR PARABOLIC AITGt? GEO T Y... ~ r ~ i~~ ii 1...,- AITGt? GEOMETRY 6/1 - 9/1 •7Al.L FESCUE gdQ 60iF /ACRE
1. ...J t 1' J~ ~..•was~~ ~ M ..,,y 1!' fart " . j ' lf.~+,(~ l..w.~~~ .L"'/'.r.4~ Cr~ a ~4'Yw ~1T l 4, p ~1.. ~ .'IC r wit, :,~~~_..,i ~ r ( ~ ~j~}~ 7r ~ ~I~ 3 s a 51AE SLOPE9 2~1 OR AS SHOWN F~. *BROWNrOP MILLET 35tk /ACRE 10/1 - 3/1 SERICEA 4E5PEDEZA
i sroRACE vowh~ ANA SURFACE ARIA c~aas o itll'RAP CORE ~ ~ ~ M G EFFIGENCY t DESIGNED F~ AXE EXCAVATE 18 MiJMUM MlRifl F~.1~R fAERIC .,~r...,.,,.....~..,"..............,,~..~",.,,...~,... ~`'r+ . t ' -'~-k " FOR ~EP7H 5EE GFIART ON PLAN i_ , CUNMULLED-UNSGRFO~ ~ 70# /ACRE ~ TALL FE5GUE 50# /ACRE ' 11/1 - 3/1 ~ ADRUZZI RYE 2giF /ACRE Tt115 DRAWING I, ANn 15 NOT TO SWING 15 THE PROPERTY OF FRED 13. BLACKLEY. A5LA
C . t 00TTOM WDM NOT TO BE REPRODUCED OR COPIED IN WhOLE OR
GOp ATT GOIR ME5t1- ~ AT'fAGHC~ TO SUPPORT WIC/POSTS WITht WIRE OR Z~ TIES IN PART WITFtOU CONSULT CONSERVATION ENGINEER. SOIL CONSERVATION SgRViGE. OTI'tER PROJEC OR LANASCAPE ARCt11TECT FOR ADAITIONAL INFORMATION ROR WIThOUT PERM15510N. IT 15 NOT TO BE U5ED ON ANY
~ STa 0 STAPLED OR 7RENG1ICP IN70 BOTTOM OR 51DC5 A pQTM 'ROJECT AND 15 TO BE RETURNED UPON REQUE5T.
• o REMOVE ENTIRE STRUCTURE Ar END of PROJECT „r _ _ . . . > BAf'1'I.E GR055-5EG'110N RIPRAP. POR GLASS AND d~ SCE PLAN .,..,,r. _.a.,,,. ADDITIONAL MIFORMA710N CONCERt11NG OTHER ALTERNATIVES FOR vEGETA7I~N OP DENUDED AREAS.TME ABOVE VEGfTATIDN RATE
REMOVE ALL AGGUMUATED 5EAMEN7 Q THIS DETAIL REFLECTS NGDENR 6/06 REVISIONS 50W ALL DISTURBED AREAS ARE THOSE WttICH DO WELL UNDER LOCAL CONDITIONS. OTHER
3 i r'=1~ . mitir i iuu~c r cwR v ~ IMPORTANT NOTE SEEDING RATS COMBINATIONS ARE POSSIBLE. w r+. , flf o ~ v\\\ rr ~y ? t•. c~ u 7 vv v ~ ~ r 1~.~ M ~ PI'S
n. OVER-EXCAVATE DITCH BOTTOM TO DIMEN5ION OF 0 ~EGtION iION OF 'T' *TEMPORARY -RESEED ACCORDING TO OPTIMUM 5EA50N FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER 70 GROW OVER 12' IN HEIGHT lo REV 10/30/0~) ~A~ SWING. 07HERWI5E FESCUE MAY BE 0/07
0 U /fo*m.*NRIPRAP -LINED CHANNEL )G/07 \l"i! R P F~`D. ["')'V'V i k..A S~iEET 5 Of 5
W Nt5 '3ib".ziYa~l43.'~c:4~:6~'a~
C!7
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r v