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HomeMy WebLinkAbout20070358 Ver 2_More Info Received_20071130~i D358 v2 Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: (919) 846-5900 Fax: (919) 846-9467 www.SandEC.com November 29, 2007 S&EC Project # 9817.W2 DWQ No. # 07-0358 Division of Water Quality Attn: Cyndi Karoly /Ian McMillan 2321 Crabtree Boulevard Suite 250 Raleigh, NC 27604 Re: Reply to the Division of Water Quality's 11/19/07 request for additional information Southmoor Subdivision Wake County, North Carolina Dear Ms. Karoly and Mr. McMillan: This letter is in response to your letter dated November 19, 2007 which requested additional information for the proposed Arbor Chase Subdivision. The following restates your questions/comments and is then followed by our response. Additional Information Requested 1. The stream appears to be part of the buffer. Please clearly delineate stream boundary . In a phone conversation with Mr. McMillan on November 27, 2007, we explained that Impact #1 clearly depicts both the buffer and the stream impacts separately. Impact #2 also clearly depicts only stream impacts as it is an unbuffered channel. Mr. McMillan concurred with this explanation. 2. Please label level spreaders on Impact No. 1 and Impact No. 2 details.. Please see the attached revised Impact detail and large sized plan drawings. Please feel free to call me if you require any further explanation. Sincerely, ,-- r- Nicole J. Tho son D Regulatory Specialist ~ ~ ~ ~ l~ ~ Cl ~ ~ Attachments: 5 copies of Response letter 5 copies of Revised Impact Details ~~' ~ ~ ~'~t~"j''' z~"~ ~ ~ 5 copies of Revised Large Sized Plan Sheets (sheets 3-5) - ~~- - ~"~°"~~~~ ~~~~ Charlotte Office: Greensboro Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord, NC 28025 Greensboro, NC 27455 Phone: (704) 720-9405 Phone: (336) 540-8234 Fax: (704) 720-9406 Fax: (336) 540-8235 BUFFER IMPACT #1 DETAIL MAP NOTE. SEDIMENT BASINS TO CONVERT TO LEVEL SPREADERS ONCE 100 YEAR BACKWATER OPEN SPACE SITE HAS BEEN STABILIZED. FfkooDUMlT=ssD.2a' ~ I ~ PERMANENT ~ / ~ ~ FOOD i IMPACT TYPE s~.ft. LINEAR Ft. t I f j ~ ~ c ~U ~ ~J ~ ~ , LOCA :ION (CH AND WL) (CH ONLY) LEVEL SPREADER ,~ 7 ~~~ J 1 CH 286 (.0066 AC.} 143 ENTRANCE 4fID1H=1a' } f I ~~ s!/ / NB Z1 7,290 (0.1674 AC.} --- END WIDTH=?' ELOW = 2.ss cls ' ~ / Z2 3,367 0773 AC. LENGTH=2.fi6 cfs • 13'=3x.58` ~ ~ ~ 1 LEVEL SPREADER ~ 8 I i I (. ~ ___ LENGTH=35' r , ` ~ f i f ~ ENTRANCE WIDTH=?c' i TOTAL 10,657 (0.2447 AC.} --- DEPTH=0.5 MAINTAINCE EASEMENT t ~ / r ~ / ~ I ` JW 3 337 (0.766 AC.) GRASS SWALE ~ t ~® ` ' I {Ir t 1~ / ~ ~ ( F OW ~ 0 84 cfs i ~ i --- ,` ` 1'3+ O,Bd,'r~,`7 ",~`MP r~wara~t C ' ,ba,='77!30 ~~1'C. 'tot __\ ~ LENGTH=0.84 cfs * 13'=1C.9~' ~ i ' rr. / LENGTH=?t' '' 'r, ,'+' '' ,Qt =,~6~'t~8nc'fs Hw'--~':~`6,~,,`~-sa~"rE ~ ~ DEPTH=0.5' i i USE CUSTOM FILTER ~A~IPLr t r , r' Q1U=199.aq~ ~ ~~~~• ~ I • t '\ \ ~ GRASS SWALE I I K ~~ `\~ I ' ,' t / , , ,' / r t / ~Ilu t , N t f 17.ANb i / •` \ \ MIN fFE= 351.24' ' t, r t \ it 1 ! ~~' `'~ '0 ,' r' / rte'{{ i MITS r ` t SLOPE. DRAINAGE I I I TCA I 't f RIP-RAP ENERGY DISSIPATOR I r / r t r I ' ~ I ~ 1 ' ' ~ 1 r r ` t ` t ' /' ~ n ~` I ` \ 6t LEVEL SPREADER / , I ' . ' t ITS r ~ ~ I I LENGTH=9' M!DTH=4.5' 1 1 , / MAINTAINCE EASEMENT\ ^`4 r , O f. ~ t 1 'c~ ~ t ( r ! t ~Bf{GI t r , ~ \ \ \ ` f ~ ( 22` MINIMUM THICKNESS ' r ` %~ r '' ~' ' ' ' t ~,5 I ' + / , / ` t , ~ `IMPAC 1 ~ ~ \ ~- . NCDOT CLASS "B" 6" STONE .: ' , t r ~. t 1 r 1~1A~ t ~ ' IGWAP,D I r r ~ ~ ' TEA(PORARY \ ~ '~. `y ~I-I~' - ~' = _ = ~ ` = i i ' t ' r r rt t I ~' IRA14 x ~ r ~' r~/t rr ' SEDI~ENT \ '''~.. i ----__=_ .~ ,~ r i ~ ' r'' tt r ' ~ ~ r r l ' t ' ` 1 I ' t Or - ~ r n . , PIT 8 ~_ ~. ` Ot - MPpR~f4'_~`_- .` \ `~ ~ 4 i i ~ ~ _- ~',` t t r/ 1 ' t' 1-T-t. I ~ , { Zp~ {' ~ '~ ~ 25` X`12' X 4' q) ~ SfDIM~N `` _:\t•'.: ~ r t t , t , ' , r , I ' , I t I t 1 R ' t ~ ~' 1 \ ~ t MIN 10~ WEIR i , I~ ~' '~'- .~. ~ •~ ' ' ~~'~- ~ '' t t~ r 1 I , t I I 1 r~ ~ 'i~,;!. ~t ~ ~ ~ \ t t h t f t I 43:XQ2' x4' r ,'L - .i ,~,r~ ''t t t , t , I ~ + r ! u. \ ~ ~ +!- t r t I USES CUSTOM Fll,1ER 6ASIN ~ >- f! =" ~ t ' t . ' t ~ .1, ,~ p I r a ~'~ r` ,' '~ Jt r t , ~ t t ~ 1 , ~ r , Ilt ~~t,.' \r'.q:.. ZD.O` 1 ~ r { t ' ~ 1+IINt10'~IR r ~ t~ ~• ~ ` ~ ` 1 I ' t 1 I r u7F ~~ t , 'Ht" ~~1 1~.. . t ~ 1 1 { t , , ~' ` r t ` ~I t t ' , t r1 r t , , ...t t ~ `,t ~-t: ~ '~- ,\ t p 1 t t t ' , ,` t ~A ~ ~, t t , ,' . ~ , ~ ~ ~ tl tt ' t t ' i A14 r , ' ' r ' r t r t r t ~~ $t ~ t \ • { ~ ~ , { ~ ~ r + r r ~ t t , t I I ! t , ' ~ '.: l 11 , , t 1 { Q ` ` { f t I { t 1 I r ~ • ~ ~ ` t t , t ~~ , , I t . 1 ~~~ ~ 1ru t NA ' ` , , , r ~ t ' , ,t ~ C-350 . t , ~ ~' 1 1 ' { t ' i N Gr C- 50 ' r t ! r t ` ` ' t C ' . ~. --t+- r, ~"_ i :" ; ~ ~ ~ ~ t 1 r ~ ! 1 ' ' It !.~~" 1./*~ 1 .yt' i - F ; 1 ` 11 , , t t+f !! t~'f-141t , ~j..T )•.{ 1 j1 t 1 ~ \ ` ~ l 1 ' t { t `, J 1 ' J ' r ''I`/I t t ` ' ' ' t I ' I W 1 1 ~ ` 1 ` • { ' ~~+YO' { 1 I , 1 ~ t / / ' t 1', I t t' r i t / l 1 t t r ~` f '..,_ ~ L , \ , 1 t I , 1 t ! t • r a, t 1 1 ' , I t f ' I ! t , ' 1.'J ' l , I ~ ~ 1 '~{,,~ ' 1 { 1 ` ' t I ! f , f _ _ r , r , t 1 ' n-+ t r t -t a;.~y ' '~SILf 1 GUARQ • t , I --` ~~ 11' i i l'~ I i'' I t t ~'' t' 1 t ,; 1~ .'- FENC~'^'~ 1 { I l~ t i l l t I I r, t pp I , r tt x t , I r, t -" I I t 1'' I t r~ P' I t,' ~t t l ~ l~ t t `` ;i i. l' 1~ ' `{ 1 1` i' 1 1 1 t t r~ r t t I i l t 1 1 I ff~~{',1~'1~1t ~ t r ~ >;t1t1 ~ ` ~ r , 1 t I 1 r , tt bG~~ f~~ t ' l 1 n ~~~~, t ~ 1 ~~, G C*35b ` 1 I t, I~' i I r~ r r 1 ,I , ~, , ~ L \y u ~ t 1 , t t r l I" t r I r r SLOPE,rDRAIf~AG~ ` ~ '(.t ' ' ` t ~ .: tart ~ ~~t t TEMPORA~tY 1 . ' t I e ~ ~ i ~ t 1 t I 1' ~ ' it & LE4EL SPREAPE~t, , ip ' ~ .c rlr r, ~ • ~ SEDIMENT, ~ , 1 i ' { 1 t { , i ' ' { I , , f 1 MAINTAINCE EASEME~NNT i , 1 j RY `~r e1`, ` ~ PIT ,~ 9 , I I , { I { , r t , , , SEGMENT r S. Ott ~; • '~ 130' X 15' K 4' l I r r, f' t r J t j t SLOPE. DRAINAG"c • , r r ' ~ /1 ~ ~~ n~ ' PIT'S` 6r ~..l-',y ._- '` I~IN 10' WE(R / t , f , , f (~(`J~ .~~V// 1 I ` & LE~L SPREADER f , 1 ! ~~rX ~ r~ ' ~ I ~ { F ~ MAINTAINCE EASEMENT ~ , i ' t ' ' , "" 1 ~ 11 lr IR` ' ` , END ~ t / t ' ,' , 999'Y///I I , ' ~ ~~ r , ~,a'IiMPAC { r ~ t ' ' ~ '`` NOV302001 • ~ '~ r1' {`t { r ~ r r t t ~' ~ ' ~I , I ` ~ ~ 'tyYETlAND5AN0 aS1~OIIE ~ r' Ri RAP ENER Y D{SSIPATOR ~ ~ i LENGTH=48' DTH=16' 22" MINIMUM ICKNESS NCDOT CLASS " ti" STO ~ LEVEL SPREADER ~ 9 ENTRANCE WIDTH=10' ENO W!DTH=3' 1 ! WETLAND. 1 uM;Ts rZOW = 1.2a ~;5 50 25 0 50 100 i LENG1N=1zo ofs ~ ;~`=ls.sa' LENGTH=16' ~ `LONE 2 ~ ~-?ONE 2 DEPTH=D.S' 2o.D' aoNE 1 4 2Q.t2' GRAS swALE ~ SCALE i "=50` ~.e' tF zavE ' ~ RE~iSEC1 OCTOPEI~ 20, 20C! ._ ~ _.._-~~_ a ~ 3D.0' T _...~..._..! .~.~___e ~.~.._.-..-. WETLAND IMPACT #1 NOTE: SEDOMENT DASfNS TO CONVERT TO BEVEL SPREADERS ONCE d~r ~ ~~ DETAIL MAP 1D0 YEAR BACKWATER 1 CiV ~, ACE SITE HAS DEEM STAD{LIZED. FlooD LIMIT=350.24' ~ ~ ~ PERMANEN I ~ f ~ { ~ C L~JOD IMPACT TYPE sq.ft. LINEAR ft; LEVEL sPREADER ~ ~ RODDN~ ~ ~ / I I ~~ ~ LGLA,TION (Ch AND WL) (CH ONLY' ENTRANCE WIDTH=IO' soas ls>F { s T V ~ I 1 ) END N"DTH=3' , / / / I CH 286 (.0066AC.) 143' ELOW = zss cfs ~ ~ f/ ~ f f NB Z1 7,29G (0.1674 AC.) --- LENGTH=2.fi6 cfs * 13'=34.58' ~ I { ' • ~ LENGTH=35' LEVEL SPREADER ~ 8 I f ~ Z2 3,367 (.0773 AC.) --- DEPTH=0.5' MAINTAINCE EASEMENT ~ ~ ~ ' ~ ~ { { / ~NTRAN"E - GRASS SWALE ` ~, r / f n I Ir r, ; 1 a+ 0 Y'Y r,l r,r ~P r r r -I Qa ~ 07.14 ~(~: ' ,' ' ' ,' r ~ ' rqt =~69~{.U~yS~Acf~ Hw= ' r Q~a~9i1 'fS HW= r USE CUSTOM FILTER B'ASM, r r r' ' ' , r .PY Q 00=2q 8 FtY~ f~S r'H i r , r r r r l r r r r / ! ~Iti 4. v r r ' IIN r i I ~ ' , 'q ' ' ~ I ' i hl ` ~ r ' I I r ' r ' ' ' e I ~; r%1 r ,r~ M[TSj r ~ lr,/~ a , , r' ,' ~~~ ' ' '~ ~ , I 1 r G ' , , ~ ! ~ ~ ' a r ~ / rl 'r6E~rll ~ r 1 r rn;, DA ~ , l ' ' r /1 [ ~ r ' , ~ ~ r, I N`r"`Y I ' l r 1 I r i l IRpILI r rr ,' / . I r r r 1 rIMPA[ r r, rt r ~ ' , l ~ 111111+ ~, IZO~IE l ,' r 1 1 1" ~ ry 1 , 1 ~~ r r l r r r r t r r r r ; , , , 1 1 1 r r I II r , ' r ' 1 1 r r 1 I I r r r l ~ '' 1 ' ' r ~. I ~ I I 1 1 1 1 ,' r ~ 1 r, r ,. ,-', Ir q r r , 1 1 1 ' ADD r' l r r I r l r r r ` `` r s '1 1 1' `i 1 R~L/ r t rr /r r' r r r r r 1 r I •i ~~ 1 4 , 1 t ' r r ' I r C , '~. y ` I 1 , r 1 1 ' 1 I' t kA~ rD~~{7 r, I r I I -~ 1 1' 1 I' I r l, 1 1, 1 r , l -1~,~ _ , ' 1,' r l r,r r! r ~ r r r l . ' I t l I i l r r r 1' / r r r - ' 1 1 1 r I I I r r r~ r' 1 ' r r r I r { r r l / r x , r r 1 , t l r rl 1 M ,r --_~ ~,~ I'I11,'Ilrr'T lI I'r 1 ee>§. _~~'ar;. 1 , 1 1 f I 1 1 1 1, 1 1 1, ~ 1 I ~ ~ ~ r r ~ F I ~, +~ W i M ~ I f l 1 1 1 r ' r I 1 1 1 l ' 0~ ' t 1 1 r r ~ , 1 1 i SLOPE, Df}AINtPREI + ' I W ' ' ~ r k LEVEL SPREADER I ' ' ~' N ' ' I r MAINTAINCE EASEMENT; 1 ~ Y ~p 1 j ONAENT S IPIT~61 1 28' X 4' X~4' / ~ / t ~ WIDP-I=~~ ( TOTAL 10,65t (0.2447 AC.) --- c END WIDTH=3' i / { ~ { JW 3,337 (0.766 AC.) ~~7aow~L~ ~ \ FLCw = o.s~ ifs --- ,,1 ~~ / \ \ / LENGTH=0.64rcfs_* 13'=?0.9~` { 6 ~~,~~~ \ LENGTH-11` &~„ : l ~ ~ DEPTH=0.5' f I Sjjj~, ~ ~ \ GRASS SNIALE { I f ''~~~~`' 1 / \ \ t _TLAND r ( \ \ ~ MIN FFE= 35L24' f { !AiTS , ' `~ ~~DPE. DRAINAGE ~ ~ f f +1 `+ MAINTANCE EASADENT\ ~ I LENGTHP9 N yhpTH 14S5PATOR 1 / ' ~ ~ ~ \ ~ f I f 22" MINIMUM THICKNESS 20NE 1 ® ! ' ` \ '~ . NCDOT CLASS "B" 6" STONE 3d.0' 1 TEMPORARY \ ' ~ y-I-f- - ~- .~ ~ _ .i / 1 SEDdAENT U, \ .•~,, _ c ; : _ ~ ~ r + PIT sJ., ~ ~ ~~r ~ ~ cn ' 1 25 X~q7 X 4' `~ ~ `oi MP ,~~` _ ~',: ;~ ~ \ ~' ~ -•' _ 1 • ,MIN 10'1WEIR ~ t ', T.iT ~ -~ ~' r~1.`=~ _--..r;"~ : ~ ~ ra' `~ 1 1 ~ I ~•X 2'X,4' ~~_; _`1.~:,~~., , r {{ ~ ,J, / ~P0.0' 1 I i ~ 1!1 I 1 1 USE !CUSTOM FLTER BASfN ~ • = ~ ~ ~~ ~,^ ' r r' ~~ 1 ~ , t i , FI I I 1 1 f111N 116 YIEIR r ~ r ~ 1 \ I I 1 I + ' ~ ~ , I , r / ~ \ i L li Q ` ` ~ 1 ' t r ' / ~ I~ ` ' AO C-`350` ' 'i 1 t + ' ' r , ', ~ l •[[~ n~ 1 5 y~~ , ..v 1 `` ~ ~ ` ' t e + , , (~1 ~ ( ` 1 ` ` ` i l 1V TOO, i \ 4 I i r, r ' ' r ` ' , ' 1 , ~N ~.STLA 1 ` 1 GJARD, . 1 1 1 1 1 1 `I I r r x FEN(E~ 1 . ~ I • i 1 1 1 t! I I I r l ' ' 1 l 1 1' I 1 I i I r r E ~ , ' 1 1 1 + I I 1 1 , I r r , ' , ~ C `35D , 1 , 1 I+' 1 1+ r 1 l i TEMPORARY `tl ~ rl ` 1` I ~ I I l l l l t l r l, r, t ~ SEDIMENT ` , ' 1 , 1 1 1 1 1' ` i, l r r I r r '' ~ iPiT ~ 9 ' I F r 1 1 1' 1 I I` 1 1 1 r I r rr r, l 30' K15' l~ 4' f 11 1 I I I 1 i t r' r 1 e, r ` M`N 10' WEI~i SLOPE: DRAINAGE 1 r ' rrr r + r ' k LEVEL SPREADER J r l r• r I rr ; r r, t MINrt 41+L'1Rr I, , ~ p, ND I ,~ 11 '} ' MAINTAINCE EASEMENT 1 ~ rr 1 g ` I' `~ f r r IMPACT . ` , r+ l r r r r' r III << 1 r r l r' ~ , t I , i` r r r r r r 1 1 {II 1 ~` ~ r r r r 1 ~ I I I I I '+„ 1 ' ' ' ' i! r t ` ` 1 I~ , ~ g I ' rr ~~ RIP RAP ENER Y DISSIPATOR ' ' LENGTH=48' DTH 1 ' r 22" MINIMUM = 8 fCKNESS ` r ! NCDOT CLA S " t " STON { s \ LEVEL SPREADER y S ~ ENTRANCE WIDTH=10' MIETLA.ND. I I ~ END 1~DTH=3' 50 25 0 50 100 uMITS , FLOW . l.zc ~s5 I ( LENGTH=?.2D cfs " t3'=.5.&0' LENGTH=16' ZONE 2 ' I ZOM1E 1 i j tDNE 2 DEPT!':=; s' u : 20.0 ! ~ 20.6' 'vRASS SWAi.E SCALE 1 =~0 ~ ruwcnu~~c..- ~tiQ i tf } rR' 'LONE t ____._ ~ _ ~ ~~. t~ , ~ ~-D' ~ ~ REVi~ED OCTOBER 26f 207 INTERMITTENT STREAM IMPACT #2 NOTE: IMPACT SEDIMENT BASINS TO CONVERT LOCATION TO LEVEL SPREADERS ONCE 2 SITE HAS BEEN STABILIZED. 6+35 72' 48° RCP W/HEADWALL Da = 24.80 AC. ~ Q1O=61.25cfs Hw=3.84' 60' WATERSHED & Q25=65.62cfs Hw=4.00' ~ , WATERSUPPLY BUFFER Q1OO=78.74cfs Hw=4.48' ~ t, ~~ ~ ~ 2O' DRANAGE ~\t 1 ~ ENATUMRAL DRAINC `\, • 1 t0O YEAR BACKWATER ~~~` FLOOD LIMIT=544.48' 1 ' "' ~• \ I ly ~ ~ EGII~NING DF MIN fFE=395.48' C.~Y E (~ TEMPORARY 1 ~ ~ ~.' ` ` IMF~RCT SEDIMENT r 11 ~~ & 5~~,~,.p~t ~ 1 P!T / 11 I i ~ ' ~ ~~ BRASNAGE ~IEMPORARY I, I 1 1 1 ~ 1 128' ~( 14' x 4' , , ASEMENI SEDIMENT 1 1 1! 1 1 1 1 1 1 1 1 1 i l t l It I~t t~ 1 1 1 IMIN 110' W~! I ~ r' 1 1 \\ PF, ~ 12 1 ' 1' 1 1 1+, 1 ` SLORE lc I 1 + / I I I 1 17 X 8' X 4' ' I , I I l i l l i l l l i r l l I 1 1 1 'DRAINAGE /~ 1 i t III +` ; MI 1110'1 wEIR 1 DETAIL TYPE sq.ft. (CH AND Vu'L} CH-INTERMITTENT -- `~ MIN FFE=395.46' CEyEL SOLF.AI£.R. IS~L FENCE ~ 12 (~Jt h0E` ~ ~ ~ / r 1 1 1 1 1 l !_1 +' 1 11 i+' I / I 1, 1+ ~I 1 1 \ 1 .. 1 / 1 1 1 r ~ 1' I I A (T` YS'S^M' t I 1 I I 1 I 1 ./ i I 1 Of OP~ \ 1 r I r I I I I I I ~ r r r 1 r I r 1 I ~_ 1 r 1 r I I I 1+ 1 1 1 1 1 1 I I I I i r I r / 1 l I I I 1 + I I 1 1 i i 1 1 1 r / t I I f r I r ~ I I I I 11 I I 1 I , / r ~ 1 t 15• OI ' ' I 1 ~~ i ' t r /r / I I I I 11 i II 1 1 , 1 ' I I i i 1 1 1 I 1 r / r l r 1 r + r l I I I GU1, I r 1 t I r r r / r / r l l l l I r I I I I AIL I I 1 I I r I /\ \I t .1 J rr rr +' 1 1 1, I 11 Ir 1 1 r .1 I r r I r r r ! r ! / r r r r r NdpG rC-I 1, , r ~ r r I rr / ! 1 1 I~ I , I r t 1\\ L I M I 1 I r~ 1 ~,t I 1 \I ! 1 1 r l / r / // r ( I l l f 1 r r j~ I 1 r ' X 11 1 I / / !r ~ /r /' II r ! + r 1 S~OPt~ pRdINA E r1~1 ~ 1 1 I ~ q ' 1 I r 1 & LE~yEyy SPkE bER • r Y /~ ' ~ /` I 1 MAINTAINCE ~A~M~N7'SILT FENCE V I I I / 1 ALONG TOE ~ \ , ~_ OF SLOPE TEMPORARY ` E SEDIMENT I PIT/10 28'X14'X4' L_ / ~ MIN iC' WEIR KVEL. SPQE~D(~. ~) ~ END OF ! I 1 ~,IPACT 1 5O Z5 ~ 5O ~ ~~ / START PERENIAI FROM CENTERLINE SCALE 1 "=501 ~ Ij~E ~ ~ ~' DRAINAGE \ ~ I ~- ` ~- EASEMENT ALONG i ! '.ATJRAL DRAIN (jT ~ + i f 1i~1 i 10~` wATERSHED ~ ----? ~ t ' W??TERSUPP'tY BUFFEP ~ I \' 1 1 1 1 '+ 1 \ \ \~ 1 r r r 1 \\ y .~ 1 1 `4 t \ 1 r r r 1 ~1 I 11 ' \\ 1 1 1 \ ,, \~ ' / r r r 1 ` r r r \ 1 ` 1 111 1 1 11 1 1 \ \ .i.. 1 GQASS'DITCH / + r + r \ 1 ~t 1 1 11 1 1 \ \ 1 \ r r r + r + \ 1 !~n 1 1 e\ 1+ i 1 \ 1 I1I1 / r r r r 1 + W \ 1 ` \ + \ 1 \ ` + 11 + W ~ / r / I r r IGU D 1 \ . r 1 r r 1 i I I I 1 1 11 f 1 / 1 \ ~ I t + + 1 1 1 1 1 , 1j~ 1t'+-1 1 t y\ • / 1 ~•- : DIlLFt-i~t._.1 t \ • ~ ' `~ r r' r i 1 I I r I 1 ' I ~ r 1 1 1 1 I t I I \\ \\ ~ . r/ ~ .E~4 i~2~pD~" ' '- SEDIMEN3 ~ i E& PIT~13 ~kj3 ~~ s , DRAINAGE ~ 17' X 8' X 4' I ~ ' ASEMENT MIN 1O' 14£IR R!P-RAP ENERGY DISSIPATOR 1 LENGTH=32' M1DTH=12` 22" MINIMUM THICKNESS NCDOT CLASS "I" 13" STONE i ~A LINEAR ft. (CN ONLY} 138' REVISED aCTaSER 26, 200 i