20090243 Ver 1_More Info Received_20090330

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ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
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TO: Ian McMillan
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Suite 250
Raleigh, NC 27604

DATE 3/27/09 JOB NO. 02080785.00
ATTENTION: Ian McMillan
PHONE #
RE:
M
WE ARE SENDING YOU ? Attached via the following items:
? Shop Drawings ? Prints/Maps ? Preliminary Plans ? Samples ? Specifications
? Copy of Letter ? Change order ? Diskette ?
COPIES DATE NO. DESCRIPTION
1 Set of approved mining plans
1 Set of ditch calc plans
1 Individual sheet requested by jenn(Arfg

MAR 3 0 2009
DENR WATER TM BRAWN

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Scale Wilt WOMBLE MINE OUTFACE
Drawn By " Date Chedml EEEI
ITFALL LOCATION MAP WITHERS RAV E N E L
ENGINEERS I PLANNERS I SURVEYORS 1 1
pyy CAMERON HARNETf COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.withersrovenel.com

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Checked 16. ENGINEERS 1 PLANNERS 0 SURVEYORS 4 at 111 NacKenan Drive Cary, North Carolina 27511 tek 919-469-3340 fax: [phone] www.withersrovenel.com
DW IJ& Na ==NJ CAMERON HARNETT COUNTY NORTH CAROLINA

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? ,
~ SHT No. DRA~IING DESCRIPTION
T..~ F
~ 1 EXISTING CONDITIONS PLAN
2 AERIAL OVERLAY
1
3 OV A ER LL MINE PERMIT LIMITS
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~ 4 DETAILED GRADING PLAN
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r r DEVELOPMENT NAME: WOMBLE MINE
1" = 3000' ~ LOGATlON: MCKOY TOWN ROAD (SR 1105)
ACREAGE: 226.11 AC. ,
PIN NUMBERS : 9554-19-6563, 9554-59-7597
9555-50-8054, 9555-60-7181
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r ~ FIRM MAP : #3708500150 D
TOWNSHIP : CAMERON
` ~ EXISTING ZONING DISTRICT: RA-20

r ~ PROPOSED ZONING DISTRICT: SAME
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EXI TI N DE r DENUDED AREA: 92.54 AC
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1 Ronald Prince Eunice Prince 1592 McKo Town Rd. Cameron NC 28328 9555.51.1343 828309 N~ F ~ - - _ - _ ; - - tl ~ ` \ , I 1 l I , / 1 ~ ~ ! ~ , / 1 ! , I , , I. 1 I , ' 1 I i 7 ! l 1 + t , I , / 1 \'1 1 \ I ! , f ' t I 1 I 1~, ' t / ) 1 ~ ~ f , 1 ) , f ! ! i / , 1 ! ! r 1 r , 1, I I l .•0\ \ \ ' ! ~~p~~9Y~~ i~bYl~ 1 , Y ; i , ' I N{~'R61 ' i ' r ~ ' / rr' ~ ' ' '~1i4 ``M1°'.,`,'. ti ' .'"R.~IV'9~G4,"8~-~57$
C e Johnson M Johnson 1601 McKa Town Rd. Cameron NC 28326 9555.51,3274 3~' - ~ t ~ 2 lyd CENTRAL CAROLINA , 3 Frank Chatham Lena Chatham 1593McKoyTownRd. Cameron NC 28326 9555.51.53 HOLDINGS LLC \ , ~ ` ~ ~ f ' r~ ' / / l r r % ' ~ 1 \ ! ! ! l ! 1 1 r 1 t 1. I ` I I I 1 1` / / l r 1 / 1 / ~ / ! ~ l / / / l r 1 1 / 1 1 1 ,1 , 1. I r / / / 1 1 , , , l , / , , r r r' ' ' 'R,~ R~~'LD~N~'IAL
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~ 6 Charles Lynn Angekka Lynn 399 Chatham Ln. Cameron NC 28326 9555.70.3854 866.970 _ = _ _ _ _ _ _ ~o t , I , _ . \I rl II ~ ~ ' ~ ' i 'i''~ ;t'r'y'' ~ ~ ' ~ ~ ' i t !r r i ~ ' + i J / / I : / I \ , \
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11 Central CarolinaHotdings,LLC 625 Liberty Ave., Ste 3100 Pittsburg PA 15222 9554.48.4925 2177.375 __r ` ' ; - , r r ! 1 r l l r 1 / ! / ! / ,l ' , , I } , r J , (I y ! ` I ,
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PIT PEKING WI tl \ ~ I f ~ , : ; \ , , ,~y~;.~ 1) SILT FENCE TO BE INSTALLED AS NEEDED. INITIAL 0 LL ' ` , 1 ' , ` _ \ \ , , , , I r tt= _L~ t CJ{i~~'~~.-_ \t 1, 1~, `1 `I ~ ~I i i I ' + `-1 11 ~,S 1 ~ 1 t I ~ 11 ~ 1 1 1\ S 1 '*~)i , I 1 S 1 1 ( I/ ~ 1 \ i 11 I 1 1 1 I \ S r
SERVE AS SEDIMENT TRAP FOR REMAINING EXCAVATION AREA. I\ ~ ~ ~ I '{1 ~ , l o ~ ~ ~ ~ ' '350 _ \ , ` \ \ , \ 1 1 I I 1 i , 1 I 1 i , I 1 df ~ I I r+ 1 t' 1, ~ I ',)r t~ r! 1 1 , f 1/ ~ p{ r r r 1 1i I S 1 5111 1 \I 1 V1 Sip 1 1 1 1 S-.~i ;;,i 1 1 1 I I I It ~ , I t I, t 51 t 1 l t-•- S I I / / S I, 5~ 1 I J I r~1 I l t ,~S S 1 Ir ` J y - 5 S 1 \I' r r.. ~ ~ 1 f r /
` 1 \ \ \ \ I , l 11 ~ r l 1, 1 1 1 1 1 I I it 1 1 1 1 1 f I 1 n1 1 1 1 1 1 } 1 1 1 I / r l~\,-~''! r i r r / r I I 1 , I , I I 13'1 I , , I , 1 1 I I ~ 1 , , , ~l r r , I S , ! , , ! ' ' R~ 1~1a{/Y~h11V1~ VIIV.i~T~I%LLI{W~7
2) SITE STOCK PILE AREAS OR PLANT AREAS WILL ~ LOCATED WITHIN 1 ~ 1 r! rr , , , , , , I , I . , PIT AREA IF RE UIRED. ' 1 , , r 1 1 , I I , , I , , r / \ I t I / r 1 / r r 1 r 1 { 1 1 1 I i l t I 1, I I I 1 1 4 1 I S , ~ I/ t r I r ! r I 1 r I 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 t l! ' I 11 I I l~r / <ti l l l ~ r / f I l I , 5 / / ! r l l ! S f t r l l i ! 1 I t , I J ! f i S 1 1 , ! / r
1 1 \ \ t f / r I 1 1"" I 1 \ \ t I 5 1 I / r 1 r/ r l l' r ~ I I 11 ( , r r r l l f 1 1~r11111 Ir ,!1f Irr / 1 i! ! I + \1\` r 1 .''r fit S , , r f , 1 , r r , l~ t ! r 1 ! ' ! I'/ ~i , l t I , , r , ? ,
---1 i 1 ` 1 i I I 1 i $ !r r1 111' i / r /ri + 1' l l / 3) PIT PERIMETER WILL 9E MINED WITH SIDE SLOPE OF 2:1. , , , , I ~ ,1 , , , , , ~ ' 1 , ~ , ' , , v vv Iv-',vw_ ` 1 i 1 li I l i i 1' / o r1 r r~ li r , r/ r r, 1/ r r l' f r 1 r ! f l")~ + I ` I I 1 / t r,, I , r / r / / / r / ;l J 1 , I l l 1 i ll. L'h/ 1 / , ,r r I ! ,/rrr / l / I / r' r ''r r , ~ ! J r r J Ir ~ . I I ! ; / , , , i t-_`
' r' _5 , _ r 11 I I I , 1 1 y r r r, I l t r r l l 4) PROPOSED PERMIT BOUNDARY IS A MINIMUM 75 FROM ALL WETLANDS. _ _ , , III ; ; / / , , , , ' r , , ' , Ik r / rrlr rr/ir r r , rlr , I rr,1 i \ I r r i r
'Y_.._-- _ t 1 . 1 t 1 1 / / 1 I t 1 r- , r . / 1~ I I 11 , 1 f, r r I ' ~ Jl ' fly ' i v~ ' ar r! rr r' i riri i r_ JI t i' SS v1 S1 11 `1 it., f1
ON IS A MI IMUM 25 FROM ALL ADJOINING _ ! ~ - - ` ~ I ' 1 ' , ' I , 1 , 1 5) PROPOSED MINE EXCAVATI N - - - - ~ G~_ I , „ r r , , ' - , , , I - -360 , ~ r 1 ~ /1 • ' I ~ f ' ' I i i \ / / : 1 , I I ~ ' I 1 It Jri I I Ir P i I ''/ry i r rr/rt r-" I ; 11 ;11 \1 11 1 51 11 1t \1 __-.,I ~Nf~R1/{~~SivflfVt,l I I I I ~~V0V1'1',/rrr r 1 . 1 1 1 1 1 1 1 1 1 1 , I I I I 1 1 1 f/, /r 1/ \ . t P 1 1 1 1 1 1 55 ---'°Vl t
BOUNDARIE5. _ ~ ' ~ + / I 1 11,, r / + , i~-_- ) ' \ ~ _w``w~ , , 1/,' 1r_, ! 1 1 ~ + i t I f I i 1 I / /1 ~ r',a ' . I i % f; ~ ; , t~ r,, ~ ~ 11;,;, ;~r \1 % , 11 `111 `,_----i 1, 1 CATY /UTECh{/
6 PORTIONS ON THE PROPERTY ARE LOCATED IN A FLOOD HAZARD AREA ,1 ; , ; ~ ' ~ ~ I I ` ; I ~ `I 1,'i;':''%<~ ~ ' _ , , , - . . - - , , I I I I , I I 1 I t ( r 111 , ,
SEE FIRM MAP NUMBER 3708500150 D DATED APRIL 16 1990. IT APPEARS " _ ' ' ' , / , ' r ' I I ' 1 1 ' r 1 / 1 / ' , / c~--_ , \ \ I i 1 I 1 I I I 1, / / fit ~ I ~ r`~IJ; \1'~l' \ 'S ! I ; 15 SEDIMENT PONDS 3.31 ' ~ y , , \ \5 ? 51:.1 r , f Ar ~ r , 1` 1 1 1
Z TED IN A FLOOD HAZARD - ; ` - ` = , ~ r , ' ' 1 , I 1 J r 1 I , 7,11, 1 NO PORTION OF THE EXCAVATION AREA IS LOCA ` ~ 1 5 A , A1111 S , ~ ~ M ,i ' ` Al ~o.^ '1 Gr i r'~ ; `11 ~ 11'V' 11 Ll r ,:!fl / ~1 11 1 1 t
AREA. ALL AREAS UPON RECLAMATION, SHALL NOT BE AN ELEVATION . \ ~ ` ,~_6-~s : _ 1 / 1 , , , , f , f/,,, , , , GREATER THAN ORIGINAL GROUND. ~ , t . _ = - _ ~ 1 1 ~ ' ' ' ' , , I , + 1, ~ : ,1/ r,` --Yr ,S SS li \I ; ; ~ I r1 \i 1 ~ .~1 ~ '1 1` STOCKPILES 4.00
. \ . i ? _ \ \ \ _ I-w -\_ry` ^ v, / 1 1 r r 1 f 1 , ! ~ t11 ~ / ,1 ~ ¢ _ \ _ 'n~ ` J~ 1 I ! 171 1/ ~ r „ II. 1 1' 1 1 r r l ~ I i l I r,-- 4 1 1+ 7 ' ' \Sr+` 1 ` 111111 ; ri ; 1 ft 1 in I , ~ rl ~ II ~r~~p
7 SILT FENCE AND CHECK DAMS SHALL 8E USED AS NECESSARY ALONG HAUL ` ` ` ` • 11 • ~c ~ ~ - " ' j ; , , 1,' , , / , Z ~ __lrt, `:vA A \ I I ( - r ' _ 330. 1 / / / 1 1 r ! I~r ,11 / r t 1 i t f/sa. - `y/ ~ I 1 1 t I \ S : I; i i, r ~ i 1,/ ~IIJIGrILES 0
- ROAD FOR SEDIMENTATION & EROSION CONTROL. DIVERSION DITCHES SHALL I, ^ . `t , , , , \ _ _ _ _ _ , - , , , , , / / , ,1 , , ~1ET'1ANb 8E USED AS REQUIRED AROUND PIT AREA AND IN PIT AREA DURING EXCAVATION. 1 '"I " ` 'r. ~ = 1 1 , / " f, : 7111 \ r ~j'' \ ` ~ I 1 +111 ~~r il, \ \ `w .y? ,iL ,r rl0 1 / 1 1 / 1 1 /1~, 111,~~~~/.1 ~1E~'1ANb 1 „ ; / + 1 ~r 1 I ! . 1 5, t f ;
y ty . I i + ! I I r _ Y• _-Y-, _ h , / l 1 1 / / 1 /"i II I Iv~°1""' 4\ , I(!1 1 1 ~ , I' 17 Jq I~ I `w` .v _ _ - r' j / l ( , l f 1j r' l'~,~ ai I ull.,~`l ~~1 ' ~ ' r r' a ' ; 1 t I,:\ ` 1 ~ , ~ ; , PROCESSING AREA/HAUL ROADS 1.30
101 r 1 , r ! F ! r'/ r `v , J n 320.w~ / / , , + / 1 1/ 4 5:;11 V AA ' ~~C , A III ! I ' I I ! ~ 1 I 1 y / - \ 1 t { ~ ` _ ` / 1 f I 1 \ 4. 1 4 \ . . \ \ ^ ~ lily I 1 ~ ~ r 1 1 I 1 I ~ 111 'I'` ``AAV`V`` 1 \ ~ -~_~~''7~, .r , r , I 1?/ ! 1 'vv"`~` ' ~``AV``. ? 1111 r„ /1~{tli, , ~ / ~ 1. 11 , \ ~ I I ( + . , .;1 \ r If 1\ ~`.`r;'. ~ _ ~ ~ ' 1 ' " MINE EXCAVATION 83.93
cp _ . ~ ' !I, I I ro 11 f 1 ! 1 ~ . \ \ t . . - _ - 1 1 I I 1 r 1 \ \ \ o 'I ! I I 1 ' + I 4 f I r 1 1 \ r~,;~4\'`' _ _ 1 I I 1 1 ' ,^d ~ ` \ ` 111111 \ L\5 ~ 1.. ! S \ , y tv``S`` ?`i \S \1 ~ ~ 1 r I 1
t 1 i i ! I I , ! I 1 1 I"1 1 ` \ \ -~a.---- ~~y i ! ' 1 ! t ;'Y 1 \ , w' . , III , \ \ \ \ , \ ,`1,J` ','farms--'"', ? r f / ; ' i \ \ 4 , I i i ' I I 1 I 1 ' 1 1 `.J1 t 1 \ \ \ 1 \ \~i-_.-. _ 1 1 \ 1 / 7, 1 1 \ \ ~ \ \ , , `1 \ , 1 1 '~A ~ ,r t I r i1 1 \ ``~.$o `1 1 , I +r i 1 I ~ 1'1`11,11\`111`, \ a 1 ~ I r ~ ' S ~ ' ~ OTHER (UNEXCAVATED BUFFERS) 4.84
r I I 111\,/..., \\1 / ,\11111,\\.. - -_fidA?\ ? 1_' 1 /1 /i. 1 \ / I l l l f / + 1 1 t l \ I I,d r _ - \y , / / / t/ i ~ ~ , 1 \ 1 5 4 , 1 1 1 1 1 1 1 1 111 5 , N r I , S S 1 1 S 1 5 \ 11 15 r 5\\\\5 \ c`- , y l.: I 1 A~.`. \ \ 1 I 1 1 , \ l t i 1 \ \ / @ , , , \ I
/ 1 I r"--.` _i ` i / ' ' / +ifj_ _"~G` ``a~~ J~ ~l i~ i~~.; 1 r'"`- ~ ` t t ' / I i~ v- 1 r- r 1 , 1 ll i ! 1 / 1 r//1/ ? ' /t \ 411 1 1111, 1 \ 1\,5 ! ~ \\`,`,~ry~g'„1l ) ! 1 i , `51111+ '
~ , 5 I 1 I , 1 1 5 5 1 \ `S` ` 1\ 1 ; 1 1. `1,\ ?5 1111 S ` = ~ - ; ' , 1 'I , 11 5 ~ 111 `5 ~ , , , ~ ~ r, 1 • `1\ `555 511 t 5 ` TOTAL DISTURBED ACREAGE 92.54 iI / r 11,15, , I 1 ,5`."1` `I I. 1'• ,5111`,`,'1
1111! ` ` 1 4 I ro I ! r r , / . : v / y~ - I ~ I I 111 fi! \ \ I / , r'/ / I
~N CAgQ 1 1 1 1 : _ _ w _ \ ` \ , 1 S / 1 1"rli~ :Pr` . / / W 1 L I I I I I I , _ \ \i .y w`. .\w'.,...,.....~••- r r t / A ' 'r D. ; O~oo°Cae~u+e~+o°ea ~ \ 1 1 I ~ I I 1 I I I i' - - \ ` \`'541 ? ` ^i~~~;1,' / //N ! 1 _ --''i,r . , , , , r ` 5 \ ~ ; ~ 111111 , ` PERMIT BOUNDARY 179.97 / 1 r A'\ \^S1 1, 5__ \ \111 1\`;,
~ ~oe°fv FJJr °a-lr ~ \ \ I 1 + I i I t 1 i'~rr \ \ , \ \ i , \ 1 / / / / [1 , r o~yO O e I ! ( I r i I I i,/ 4 \ \ ? \ ? \ 111,1\ I . _~S_~--_ _ C' '~r / / I _
- eQ '9 r q 1 ' I I I I + \ ` ` I 1 t 1 , i 4 1 , , , .•\~j sx=-=~ . . 1 _7 I - ° SEAL Co - ~ n ~ / ` ! ! r l 1.. ' ,1 t f ~ ~ 1 I I 111 \ - / i'+ _1', 1,, Ili / r. 5'-~~. 'ir,, , ~ i. ` , \\\~\5515,
- u e° - i ! I ' + 1 1 ! , , 1 , \ \ , 1 I 1 t \ \ { + l I 1 \ r~'~` ' /I ~ _ a p r I 1 ~ ~ r 1 ~ 1',/Ir \ \ 1 \ \ , `\\1 ~ \ \ ` 4 Lw\.C__ t~ _ _ ./,'.___r / /"l'•"'/_•.•_s"-' ' r _ _ 210-_°--? . + \ ,
26495 ° ° PROPERTY LINE 1 I I / / \ + , \ , \ \ , , •r~., . ; ` 1- - - ~ . ~ r _ , ? ,
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C /110 ~ --_1 1 , \ \ ^~`~\?\`~\\IN11\l___ C 111 111 , r - r , \ , , ?\\it 4` ,z~+
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Skimmar 8~lin sign Womble Mine WR 2080285. - _ ~ ~ ~ 1 /J/ 1 - i j 1, J/, ~ - ' , , , J / . J~0 1 ;r,' /i / , JJ i'wv,•-~
Porous Baffle Area Chart Womble Mine WR 2080785.00 ~ ; ~ , J J , I , I I ( 1 f'r ~~'~''~-.-_.x'17 1 , / / , , , _i , , 1 l
1" / ! , J ! I 7 1 _ 1 / , , , , , , ~ ' 17ETL/1I\DS`wt v-___~_, - ( / I i ( ) ','111 ~ ~ ` ' ~ ' - -'M 1~ ! I `
1 - _ Total Basin Inlet Zone First Chamber Second Chamber DenwlaiAmo C= 0.30 - _ _ - - - -
Wooded Arm c s o,10 Basin # Surface Area (sf) Baffle Area #1(sf) Baffle Area #2 (st) Baffle Area #3 (st) Outlet Zone (sfl
I 35% of Total 5% of Total 5~ of Tota 15% of Total ca _ _ _ _ .
( ) a ) t.2 n ( ) 1r~ Voku~ eesm Basin ActualWeir - , _ _ _ _ _ SB#1 7688 2691 1922 1922 1153 aas~ Arm Area Ratlo~lc Provid~l Area Lcngth W~h Weir 1ao ~.'.J it U•j ? h 1 ~t 1 1 ~ } 1 I J J J J ' J / J ;'I'-'~__ .
~ ~ 2312 1387 t~1 1~? t~ Nei Regw'ed Provided iR! Ia1 ' ' IB? SB#2 9,248 3,237 2,312 a _ ~4C
S881 8.19 8.19 0.30 14742 19220 75~ 7,888 124 62 25 18.72 t7 17.74 SB#3 11,858 4,150 2,965 2,965 1,779 ' 340 - _ j \ ,wry Vii;;%`' ' I II/'I , J , , , ~J;;- ``v_ - ~ , _
S882 10 10 0.~ 18,000 23,120 9,206 8,248 138 ~ 2.5 20.42 21 21.E - SB#4 10,952 3,833 2,738 2,738 1,643 sBS3 1255 12~ 0.30 22,590 2x,645 11553 1t,t~ 154 77 2s ?8.83 ~ 27.18 -
~ SB #5 10,658 3,730 2,665 2,665 1,599 _ _ _ S8;/4 ii.62 11.62 0.~ 20,916 27,38D 10897 10,952 148 74 25 23.73 24 25.17 _ _
$B#6 8,712 3,049 2,178 2,178 1,307 585 1124 11.24 0.~ 20 2 26645 10347 to,659 146 73 25 23 24.35
' SB#7 7938 2778 1985 1,985 1,191 sets sal sal 0.~ 16938 a176o ss~ 6712 132 ~ 2s 1szz ~ 2o.3e - _ v ~ 8 2 048 1229 SBtil 6.37 8.37 0.~ 15,086 19,845 7,705 7,938 126 63 2.S 17.E 18 18.13 _ °SEE DEG~dk'~~7. ; r J , I , r v f..
sB #a 8,192 a,s67 z, 4 $ SB #8 8.87 8.87 0.~ 15608 24480 7981 192 128 64 2.5 17.71 16 18,76 _ _ _ _ _ -
SB#9 9,800 3,430 2,450 2,450 1,470 SB89 tam 1a59 0.30 1x462 24500 9749 9800 140 70 28 21.83 22 22.94 - - I -
NQTES: ~ - - - - - - -
1. ADD 1.5 TO OEpTH TO SEDIMENT STORAGE DEPTH TO OBTA4J OVERALL DEPTH OF BASIN. , ' 2. REQUIRED VOLUME BASED ON 180D CFIAC x D.A.. ' - - - 0 _ SEA-.-
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2 2ND REVIEW NCDENR COMMENTS 12/5/08 DOU DtJdrtl HER RAVNL
Chedoed By jab Na OT ENGINEERS 1 PLANNERS I SURVEYORS 4
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2 2ND REVIEW NCDENR COMMENTS 12/5/08 DOUNam Do WF4.JMBLE MINE
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DW 200011=1 CAMERON HARNETT COUNTY NORTH CAROLINA 111 Dadtenon Drive Cary, North Carolina 27511 tel: [phone] fox 919-461-6006 www.wiftrsroveml.com

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- _ \ ° ~ `f" FIRST CHAMBER r I I 1 1 , ' ~ - .y" _ BAFFLE AREA ~2 ';'i, i I i 1 r ` i i I I I , O I I 1~ ! 1~ , , , , , ' } I 1 i , I 1 \ t l I I' I I I J r' ' / r i 1 /
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1 1ST REVIEW NCDENR COMMENTS 11/13/08 DOU NR 1 a 2 2ND REVIEW NCDENR COMMENTS 12/5/08 DOU Drm mmm J..r WUMBLE MINE FAILED GRADING PLAN WITHERS MAVENEL
giedmd Oy ibb NIL ~,y CAMERON HARNETT COUNTY NORTH CAROLINA PIT #2 ENGINEERS 1 PLANNERS I SURVEYORS 6 of
111 DacKenan Drive Cary, North Cardina 27511 tel: [phone] fax: [phone] uww.*ithersrovend.com

a' Qc ~ MA1( NOTES: a, MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSI 'QUIRED. DIVERSIONS TOP ELEVATION OF STORMWATER 0.5'-1'
A. NCDOT SURGE STONE SHALL BE USED SUFFlCIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATE iDEN STORMWATER
NOTES: WTiH GEOTEXTILE LINER. PAD TO BE INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED f 51LT FENCE 50 L X 20'W X 6" D AT A MINIMUM. CLEARING AND GRU881NG OF THE AREA OR IN CONJUNC BE INSTALLED PRIOR TO ~/i~/\\ \ \ 5 WASHED < OR IN CONJUNCTION yy\/\/\ / I y MAX.
1) TOTAL DRAINAGE AREA FLOWING FLOW OF FENCE MAY NOT EXCEED 1 ACRE. •-''~r B. TURNING RADIUS SUFFICIENT TO WTTH THIS OPERATION IF SEDIMENT CON OLS AND DIVEI IROLS AND DIVERSIONS •/\\/Q/\\/0%/0/\\/~/Q \~Q''fi \ STONE-- ~ ~ i\i\/~i\i\i\i\i\i\i\i\i\i\i\i
2 Sg.T FENCES SHOULD NOi BE 1 11/ WATER ACCOMMODATE LARGE TRUCKS IS TO BE ARE INSTALLED IS EACH CRfTICAI POINT IS REACHED). ) 1 1 I r S REACHEDj. \
USED AT PIPE OUTLETS OR IN 1 I 1 t ~ PROVIDED. b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES B AREAS OF CONCENTRATED FLOW III O~pGE CONSTRUCTION OPERATIONS. NIZE DAMAGES BY \/\\~/~\~\///`\\//\~///\\~/j\\//\\\///\\~EX\STING SLOPE~///\\\///~~///~///~~~//~~\///~~///~~\///~~//~~//~~\ \\\\\\\\\~\\~\\\\/\\\0\/\\\
CREEKS, DITCH LINES, SWAIES ENS ~ C. ENTRANCES SHOULD BE LOCATED TO C.) 0 S~~~ PROVIDE R MAXIMUM UTILITY 8Y ALL AND MU CH IF THEY A ~i//n//i//n//~//i~/i//iii.//n//i/G.//i~/i~/i//i//i//i//i//n//i/G.//i/G.//i//i//i i//i//i i/i//i//i//i//i / /i//i//i
CONSTRUCTXN VEHICLES. c, DIVERSIONS SHOULD 8E SEEDED L ED iN PLACE OVER 30 DAYS. CHED IF THEY ARE TO REMAIN ~1 RIP- VARIES
CE A WEEK REGARDLESS. SIDE VIEW
FLOW 0. MUST BE MAINTAINED IN A CONOTTION d, CHECK DEVICE AFTER EACH RNN, BUT ONCE A WEEK REG WHICH WILL PREVENT TRACKING OR REPAIR AS NECESSARY.
TO INCREASE STORAGE CAPACfTY AND DIRECT FLOW OF MUD ONTO STREETS. PROLONG THE UFE OF THE SILT FENCE, IT PERIODIC TOP DRESSING WfTFt STONE
IS GQ~IERALLY ADVISABLE TO DIG A SILL 8E NECESSARY; KEEP SOME HANDY. 12" MIN F Y UR L1ST SEDIMENT PIT IN FRONT 0 0 - 12" MIN
FENCE WHENEVER POSSIBLE. E. ANY MATERIAL WHICH STILL MAKES IT SLOPE 2:1 _ 0~ z ~ CONSTRUCTION NOTES:
ONTO THE ROAD MUST ~ CLEANED UP MAX N IMMEDIATELY. N~
° • ° NATURAL GROUND 12 GAUGE 4X4 OR 7'X4 WELDED WIRE OR FILL OR CUT EX(S~ HEIGHT do WIDTH DETERMINED BY ~ GROUNp EXISTING TOPOGRAPHY AND
HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS. SLOPES SEDIMENT STORAGE REQUIRED.
COMPACTED FlLL . COMPACl'f~ FlLL STEP SEQUENCE KEY RIP RAP INTO THE DAM
BERM FOR STABILIZATION.
ULTRA1flOLET RESISTANT 8U1CK MIRIFl ~P~ g~OW V ~-¢~'OW
FABRIC OR EQUNALENT ECUR D T8 WIRE P9 24 MIN AT W METAL CAPS OR WIRE S' OFF ,aG
C NTER. fl~~ EXISTING SLOPES
r ~i//\\\/i/~~\//~\\~j\\///
• RAGE LEVEL. REMOVE S~. ' MAX. SEDIMENT STO '~/H DITCH SEDIMENT WHEN THIS I.EVEI. IS REACHED OR
° AS DIRECTED BY CONSERVATION INSPECTOR. VARIES
24" MIN ~o/\\\~ N FLOW \~i/~\/i
~ ~ 12" MIN FLC ° g" MIN ~ ~ a~ ~y/\ i\\\i~
o
~ • I $°a N \ a / w 0\j/\\\j/\' ~ ~ //\\j/\\j KEYED (BP RAP
M ~ - e
° _ - ~~TRENCH, COVER W/ SOIL 8c TAMP BACKFlLL. SURGE STONE - - - - - SHEET DRAINAGE (ONLY)
° - - - - - - H ~5 WASHED STONE '~/i~///\\/~\\///\\/~\\//~~\\~~~\///\\\J/\/\~\
- - - - - - - - - - - - - - - NATURAL GRADE BERM/OTfCH
RY APPROX.12" OF FABRIC INTO CAR NOTES: z APPLICABLE AT ALL POINTS OF pOg~ GRADE MUST BE PROVIDED TO ASSURE ORAII FRQNT VIEW
~ INGRESS & EGRESS UNTIL SITE IS IF SLOPE EXCEEDS 2~ SEED AND MULCH OIVERSION.T ~ STABIIJZEO, FREQUENT CHECKS OF NOT TO EXCEED 5x HIGH VELOCTTfES RESUL .MAXIMUT 0 ASSURE DRAINAGE. LCH OIVERSION.TRY NOTE: REMOVE SEDIMENT ACCUMULATK)N FROM BEHIND
a CARRY 6" OF WIRE INTO TRENCH. THE DEVICE AND TIMELY ( ~ RESULT).MAXIMUM CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION. mNG CALCS.. FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
I I . ~ MAINTENANCE MUST 8E PROVIDED. 0. A. = 5 ACRES WITHOUT SUPPORTING CALCS.. METAL POSTS AT t00.C. ONERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO uIUST EMPTY INTO AN
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMI HIS MOST COMMONLY USED.
DIVERSION DITCHES SHALL ENTER BASIN AT UPSTREAM IN AT UPSTREAM END
TO PREVENT SHORT-CIRCUITING OF WATER THROUGH 1 SEDIMENT BASIN. 4TER THROUGH THE
NE ACRE AREA l T~iAN NAGE F R SMALL DRAT SILT FEN
T P Y NSTRUCTI N ENTRANCE IT C
. TEMP Y DI Sl N E Sl ~ E ITCH STAN A CHECK DAM
1~7 2~I ~l7 4l7
For Shoulders, Side Ditches, Slopes (Max 3:1):
Date Type Planting Rate 1. Chisel compacted areas and spread topsoil three inches deep over adverse soil conditions, if available.
Aug 15 . Nov 1 Tall Fescue 300 Ibs/acre
r t Tall Fescue ~ Abruui a 300 Ibs/acre 2. Rip the entire area to six inches deep. 35' Nov 1 . Mo Ry
Mar 1 . Apr 15 Tall Fescue 300 Ibs/acr® 3. Remove all loose rock, roots, and other obstructions leaving surface 30' HAUL ROAD L ROAD
r 15-Jun 30 Hulled Common Bermuda grass 25 Ibs/sae reasonably smooth and uniform. Ap
Jul 1- Aug 15 Tall Fescue AND Brown top Millet or Sorghum- 125 Ibs/sae (tall Fescue); 35 Ibs/acre (Brown top 4. Apply agricultural lime, fertilizer and super phosphate uniformly and mix with
Sudan Hybridsa+ Millet); 30 Ibs/acre (Sorghum-Sudan Hybrids) so'd (see mixture).
5. Continue tillage until swell-pulverized, 1'trm reasonably uniform seedbed is
prepared four to six inches deep. 3 3
6. Seed on a freshly pre ared seedbed and cover seed lightly with seeding 1r'"_ ~1
equipment or cultlpac offer seeding.
7. Mulch immediately after seeding and anchor mulch. G' SOILjGRAVEL
For Shoulders, Side Ditches, Slopes Slopes (3:1 to 2:1~ 8. inspect all seeded areas and make necessary repairs or reseeding within HAUL ROAD
the plantingg season, if possible. If stand should be over 60~ damaged,
r - ' h II in ' in I lim fertilizer and seedin rates. p e establls fo ow g the ong a e, g PI L ~Ul A I Mar 1 . Jun 1 Soriceo Lespedem {scarified) aid use the 50 Mss/acre (Saicm Lespedem); ~ A All
folbwing cond»natiais: 7/~
Mart .Apr 15 Add TaN Fescue 120 I~/ire
Mort .Jun 30 Or add Weeping Love grass 10 Ibs/acre
Mart .Jun 30 Or add JuUed Common Bamu~b grass 25 Ibs/acre
Jun 1 . Sept 1 Tall Fescue ANO Brown top Mullet or Sorghum- 120 Ibs/acre (Tall Fescue); 35 Ibs/sae (Brown top
Sudan Hybridsea MuNet); 30 Ibs/acre (Sorghum-Sudan Hybrids) Mixture
t t .Mart Sericeo Lea edoza unhulied . unacariBed) AND Agricultural Limestone: 2 tons/acre (3 tons/acre m clay soils) Sep P (
Tall Fescue 70 Ibs/acre (Seriscea Lespedezo); 120 iba/acre Fertilizer: 1,000 Ibs/acre - 10-10-10
(fall Fescue) Super phosphate: 500 Ibs/acre - 20% analysis
Nov t .Mart AND Abruui R 25 ~s/acre Mulch 2 tons/acre -small grain straw ~ Anchor: As halt Emulsion at 300 als acre P 9 /
z
~ a» TEMPORARY: Reseed according to optimum season for desired permanent vegetation. ~ Do not allow temporory cover to grow over 12' in height before moamg, otherwi~ fescue
may be shaded out.
m
IN 5 HEDUIE P TI N SEED G C E E PRE ARA SED~D

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DETAIL SHEET ERS RAVENEL
NY Job Na ENGINEERS I PLANNERS 1 SURVEYORS 7 d
owl 208ffM. CAMERON HARNETT COUNTY NORTH CAROLINA 111 NacKenan Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.wit mravenel.cam

~~.~-----------~--9
DIVERSION DIKE MIN ISLAND OVER INLET
STEEL POST ~
p p 3:1 1.5' MIN EARTH BERM ~O
HOLD-OOwN STAKES Q
- PER 100 LF
1} _ BOTTOM ANCHORED WITH STAPLES
- -I I - - - - - II
_ INLET - 5'
10' ~ACUUG ~ I - l - - - i ~ ~ ~ - MINE IXCAVATION LIMITS
- 5' ADDffIONAL AREA
15" CPP (PROVIDED BY OWNER) SEDIMENT PIT
~ _ I~
_ TOP OF 1. ORNE STEEL FENCE POST AT BIRD-MAT 70 COIR NETTING LEAST 98" INTO SOLID GROUND. OR EQUNALENT (TYPICAL)
STABILIZE - ( HAND-COMPACTED 2. WOOD POST ARE NOT ACCEPTABLE.
OUTLET W/ ti - FlLL (ISLAND) CLASS B I . 3. RIP RAP SHALL BE PLACED ON
(OpRAp I 0.5 mNT 4' HIGH GRASSED EARTHEN TOP OF 4' min TOP OF SPILLWAY. SKIMMER COIR SUPPORTED WITH TOP
~ DNERSION LANDSCAPE BERM (SEE DETAIL WIRE BETWEEN STEEL POSTS
U - ~ ~ BELOW)
- - - i NATURAL GROUND 1.5' MIN ° . ~ _ PERSPECTIVE VIEW
a . - I I I° 4 Q a ~
4' MIN ONERSION CHANNEL
1O' TYPE "C' BUFFER ~ wILIOW OAK REO'D BY COUNTY ( ER (PROVID D 8Y OWNER) WILLOW OAK STAND SKI FILTER BASIN
( )
1. Place slo a drains on undisturbed soil or well compacted fill at locations and elevations shown on the plans. PROTECT WEIR WITH FILTER 5' RETRIEVAL SKIMMER DETAIL 810D-MAT 70 COIR NETTING
2. Slightly s ope the section of pipe under the dike toword its outlet. 3. Wand tamp the soil under and around the entrance section in lifts not to exceed 6 inches. P FABRIC AND RIP-RAP ~ ~B„ ROPE (~E DETAIL BELOW) OR EQUNALENT (TYPICAL}
4. Ensure that fill over the drain at the top of the slope has minimum dimensions of 1.5 ft depth, PRO ERTY LINE
4 ft to width, and 3:1 side slopes. 'til EARTHEN BERM a
5. Ensure hat all slope drain connections are watertight. 6. Ensure that al! fill material is well-compacted. Securely fasten the exposed section of the drain with 0
rommets or stakes spaced no more thanl0 ft apart.
7. xt nd the drain be and the toe of the slo a and ade uatel rotect the outlet from erosion. N~, e Y P Q yp § FILTER FABRIC LENG
8. Make the settled, com acted dike ridge no less than 1 ft above the top of the pipe at every point. 5'x3'x18" 6" STONE APRON
9. Immediately stabilize a I disturbed areos following construction. NOTE WEIR DETAIL
2I8 1. EARTH BERM SHALL BE STABILIZED arfSEE01NG ACCORDING
~~SS S F Y SL N TO COUNTY SPECIFlCATIONS.
LINE WEIR WITH RIP-RAP
TOP OF DAM
B
~ F~ DITCH AND BURY
~ uaTN P~ FILTER FABRIC FLTER FABRIC EDGE PRUNE ONLY TO REMOVE ANY BROKEN, DEAD OR ~--~-4YEIR LENGTH (MIN. 1T OF FABRIC)
o~ c~ ~/'r-OI5EASE0 WOOD WHILE PRESERVING FORM AND /d CHARACTER OF TREE: DO NOT CUT LEADER; DO NOT MAINTENANCE
PI PRUNE IN ORDER TO REUSE CANOPY SIZE INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE
t~ SEDIMENT AND RESTQRE TRAP TO ITS QRIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A"'DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
a R ROOT CROWN THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE R IS
r~ A MINIMUM OF 1.5 FT BELOW THE IOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO TOP OF BALL AS DUG SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST ~ REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT ANO ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
~ NaEr TONE 'NOG ~E ATTAptD ~ ~ ~ AFTER CONSTRUCTION WITH SEEDING. 2-~ SHREDDED BARK MULCH.
TO PDS1S Yd1N IENCAIS AREA Z ~ NOAIZONTAL tlETAI POST MINIMUM FROM TRUNK
$EC,I~LY TO lfATiCAI ntST dilIt P0515 15i< OF ~l~ACE IDEA C~ NOT PLACE MULCH IN STANDARD SKI FILTER BASIN ONTACT WITH TIDE TRUNK)
BAFFLE INSTALLATION - STEP 1 IkAS1 p ~ SAP asz ~ AAA q 4p BUILT-UP EARTH SAUCER AT EDGE SKIMMER SIZING:
t WHET i~TE F OF ROOT BALI. OPTIONAL IF PROVIDED REMOVE PRIOR O ONE INSPECTION SB~1 3"
1SX ~ p1~A1~
T 5 S!EEl POST Ar IfAST 2a• B~Td ~tID ERgA1D. S8~2 3" VENT SCREEN ACCESSIBLE THROUGH DOOR
2 U~ STAP),ES 1' MMT I~I~iNl.Y a L AND yER11CAtI,Y TO AttASN THE UNAMENDED BACKFILL SB#S 3"
x ~ To PER PECTIN VI
Tlti APPEOTfO PtAO, FENCE AND FA~IC ~ 4. Tit itODA OF ~ W THE OIO DI TI~lICN NATURAL SOiI LINE S8~4 3"
dlTIET Iqt AND S 9stJfND TOP OF OATrTE 9i0IND ~ B' S8~5 3"
~ BAS a CONSTPdICTE6 Ttt 1~ OF ~ c w~ix i",aai 1 E BREAK UP EDGE ~ PLANTING PIT. 586 3"
nt Dottou ~ E1ffRY ~cAdgs i ~ ~ o 6AtR 90WAE ~ tNE NOG BBC ~ ~ S8~7
VERIlC1tLY ANO NOIrSONTALLY
~ 12" 12° T AENS~ONS MMI. ip, 12° SB~B 3"
DATE SCIiiPTION E ~N' T~ P I~EAlILA1dG~S011 PE~pEUSNI'~ NOISE JRB~EDT S8~9 3"
QAFFLE INSTALLATION -STEP 2
t CUT AND REMOVE TOP 1 ~~2 OF WII~ BASKET TURN FLEXIBLE JOINT FLOAT DOWN TOP 1 /2 OF ~IR~AP; REMOVE ALL GORD & (RADIAT~2 HOSE)
1 V TWMIE FROM BASE ~ TRUNK; IF NONDEGRADEABLE WRAP 15 USED, REMOVE COMPLETELY.
SILT F~PICE ~fFl® SEDiA~ENT
OUTLET END: CONNECTION TO
~ DIG WIaE, SHALLOW PLANTING HOLE WIDTH= 3 xWIDTH OF ROOT BALL D~G~ OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
Z 1~CE:
SKIMMER IS TO BE A SURFACE DEWATERING DEVICE SUCH AS BMP
SKIMMER OR APPROVED DEVICE.
NG All
STANDARD SKI DETAIL
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Pbt RevWm 00 By_ De*w Sade
1 1ST REVIEW NCDENR COMMENTS 11/13/08 DOU WAR R
2 2ND REVIEW NCDENR COMMENTS 12/5/08 DOU Omwn DETAIL SHEET A( RAVEN EL
t'~dced By job Na ENGINEERS I PLANNERS I SURVEYORS 8 Of
CAMERON HARNETT COUNTY NORTH CAROLINA DW =am JIL 111 NacKenan Drive Cary, North Carolina 27511 td: 919-469-3340 fax: [phone]WB www.w*dhersrovend.com