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303 GOLDSB0V40 STREET EAST, P.O. SOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFF9CEOCaREEPVENG.COfW
GREEN ENGINEERING EM.
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1 \ kT36.Z6r136.4x136.58 x136.8999~•137.03k138;45r k135.Cv1x135.1p• I r x137.46 , TOP 137.84 ~ sw /
1x4,77 ~ . - _ xr36~15, •x135.63 ~ ~ ''x TBM-7-PK-IN-ASPHALT INV 122.37 (IN) 12"a sw ~~p~_ k1,f3,10 f31:9 ~ .11 ~'~~135,57 • 1 \__Y__ ~ o r• ~ , EX MHO 6437 _ TOP 128.66 - r - -~125:3t-,.- ~L .56 ~ -
I -ELEV.-137.28 x137.22 x137.66 ~ t-- I x137,63 x137.64 ' ~ ' • \ ;f~-`1:~;_,'_._= ir8~ gmFM..-;-- - 26BeFt~-~-_.^ P 12620 - MH86$
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1 `V-' ~ 11 II I1 I ~ x135.68 x134.68 ' r , ; - v r r ; Ii r ~ s'~ r:. 8.52 _ - ~`i
x136.95 i „1 - _ _ 1 I t ~ ti I I I ~ a i , k 37.20 ~ 1, Ill l I , 1 , w s a`~ kt~ ~ ~ r ~ r r 4 ~ ~ ~ - i-~-"--..-_ r r F - ; 34gA$ r ,,r i i r ,;r ~ ~ ~ "~l / - _129'--'
x 138.17 ~ 1' 11 , I I ~ x,134 ~8 k~34.22 I ~ x'137,09 11 I I I1 1 40' OTIEITY ~ x136.59 ~ I ' ~ ~ 1 I 1 -"•x"T38Z3 - - - k13ZZ~ - - - -~ASEMEt~ - - / x136:8 1 1 ~ r` I x136.99 x136.75 ? 1 ' h.-11 it I , x138.49 ~ ' ro" kb79.23 ~ ~ ~ i' ~ \ Qi3 19.- _ - -k1.31.04 \
x137.26 I , I I I Ii II I I r r x137.72 I : x13 41 I I ; ~1 r 1 ~ 1 r' , q'~' ' - - ~ - -w -f - r= -,kTlei9 - r~ r ~245.9~ '~'148-14~-`- - - - - - - - - - - - v _I I I ~~129`.~'~~' ~ -130' ' w ~ . ri:' ~ ,q2A~~ i I~ xi~l~ s_~.~r.~.- ~ , .c~ _ - ~'1$i-48~ - _ _ -
x138.13 Z~ x14, 1 1 ~ ~ x137.32, x136.36 x138.37 1 11 I I l i 1 r- I I r I I1 11, I' ~ .8139.04 x136.93 35.00 x134.45 r" ~ 7 ~ r~' q' rr - ~ - 34.QQ-- ~ .'j ~ p '~v k13075~~ ~1~1'3 ~
vn 132:85 36.8 I' 1 i I ~ ~ ~ - - - 131 99 Q z~ ~ r k 136.20 k 11 _ 1 1 1 I ~ ~ r fi r, r, I I ; 230 k1347~j ~ r x131r99,$ ~ r d9 x31.1 x13 - _ l - ' ~ x1o ~ , w A 4, ~ ~q'~ . 3) x13~.2b' ~13E)QB~ _ 19a' - i / , ~ ~ I
x 137.85 ~ ' I I I i l i III r , i T, x136.22 x136.34 ~ I t , , r ~ _ 93 ~ I I I ~®i 1 i r I ~ ~ ~ 20' Ul1lITY EASEMENT - - 11 ~ ~NII I I 1 1 W r-.-_ - ~ a 'l - 15 r x127.23 ~ r ~ rr, ~ / ~3$ , I
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l yUc ~ ~ Iii' I I I I i 1 i I I x 136.24 ~ ~ i u I / . I n x136.57, ' ~
LEGEND w ~ x137.35 , II ~ 11(„ I III I i - 11 1~1 11 I t I I 1 ' r' yr ~ ; i 1'Z8.99 993 , ~ x13259 ( ~ k134.64 -x~1-35~9Y~~ \``vi~.; _ ~Xx]32.19._-~~13L~~' i ~i 'v,, i ~ _ .r ~~vvr! ~ ~ i III
134.3, r. , - - x137.21 ~ 1 1 i I I , ~ 1 i1 I I , i , ~ ~ ,1 E~IP ~ Existin Witnass Iron Pi x k 3.s1 ~ i ~ i' ii 1 ! 11;1;1 1 ' g pe 1 4,4~i1~' 5~ ~ - s' I'i I~I~ ' I Ipl,t ~ I 134.96 Q Ir ~ 'x128:52 k1 i!}~~~ i a? ~ ( _ _ _ v~ vv+~ li 135.84 ~d~, i lip
EIP EXIStIng Iror1 Plpe ~ ~ ` I r x140, i - ° I111I+ I I 1 II' x139.24 i •s , x133.66 ~ x128:52 r r ! r v ~ k133.~3~ f i i' ~ I I
CP ~CaICUIOteC1 Polnt i i 1x138.30 k138,31~~~-'~138:62__~~' ~ , 1 fil I i '1111 1 I ~ ~ 1 I ~ I I ~ i 1 ! I I I I i I 111 i r, ; 1 ECM ~EXI3tl11 GOYiCret'u Monument R ~ , , . I1 ~ ' ~ x138.23 I I I I I ~ , I ~ x137.87 ~ ~ r , ! x121. 9~ ~ - ; w 't - ~ ~ j II r ; ~ ` !lr,r ~ ~ _ X13703 ~ I~,! I
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I.I a I I I ~ I I , ( x131.'35 I PP ` POwer p01e i x133:67 e r r rl ,i i I I I I i I , r ~ ~ III Ir ~I I 1 ~ k1.~6.11 I ! ~ ~ ~ v i \ I ~ ; ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ r'4- x x P<--I--l<. ....___y3)~ ~ Iii ~
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P I ! .R, S ~SBYVIC(: POIe I r I~ III ' r r ' x139.23 ~ I I 1se• ~ ~I r I 1 ~ ~ I I , , CO ~Ciean Out ,1 II, ; ~ x139.54 11111 ~ 1111 ~ x138.83 ~ i r v r,, r , i r i r ~ r' i I v t v` i' i I i t ~ , 12x.92 r i ~ i ~ r r k1 89 k180~~ k149~~/1 ~ iv I vv v ri v v v ! ~ I u ~ ~ i r~ i i
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ECIOUOUS TREE 134 9------- I ~ 934.03 i, ~ i ~ I~ I r I I II 1 1 ' I k14D29 , 1 II; I ~ ~I II I ' , i N, % %~r~~ EGM EXI911n GOnCYeiG' MOnUn'ICnt ~ r~k13gg:~ 71,13 ~ • I i I 1 r1, r I I~1Ii i , i , ' 'I ' ir4r g 7 .1 1 1 0 I I frl I' ~I I I I yr `./It ~r r~ r ~ y v~ v _1~ i~ r' ~ j v i I ~ i ~ i I it r~,Er ~ ~ i ~ r' r r << ~ ~ r r' ~7 I I I I
rr I i > k~4f.6713 ~1 Ilrrl rl I~Irf ~ i rl ~ , r i , r it ~ ~ yr ~i v ~ ~ - 949'., r r r ! i Vi r I ~ a',, i I ii~~ i~ r r ~ ~ ~138.93~ k140.42i i v v ~ _.14T i I I i lii~ i
Yd i' 4p._ r° k 8 S ~ r~ li I r; II i II I x139.62 ~ I I ~ xi 5.05 ' r i r ®WELL ~ I x18.83 , I r , r , , ~ ~ ~,r i r ~ ~ I i'i' ~~iil r~ 1 i t ~ r r k13r1.7~3 .78 i,riN ';ii ; ~ k13323 137.9 ( r ~ I I i it i ~ _ ~i ~I ii K~ ~ ~ ~ ~ A \ ~ _ Ali' ~ I r~~, it ~ 1 1 i I I
1 ~ ~ ~ ' i f i ~illr r I , i I I' , r I ' r EX MH 409 i x13 •12 ° UITGH CEN fERLINE 3 ~26 I r ,III;, ; tr III I x136,98 I x137.3 r ~ ~ ~ k 30.51 ~ - - , 1 I 1 nl ~r ~ I TOP 3.74 r i ~ ~ ' ~ . J.Y. / I I f
w ~ ~ 1`f 111 ~ r I I r ;5,~ ~ -~~REE LINE ~ 1k13~.3 x13954 , I rrl l ' q Ilr I , INV 123.64 (IN) 1 '0 SW `r ~ I 3'7.77 I l l r l l I I , r a w'~ r~ r a I~Irl~l INV 12.64 (OU7) 2°m NE r r I 1;%--.-'~:~ 7 ; , , ~n ; r' ' x138.48 i ~ ~ 4~ ^Vr" - - ~ ~i III i iili A ~ /
140,20 o I r'I1 t I ; I r , rrr, ~ I,Ir:-s OHE QVerhBgd EIBCtYICUI SerVICe ,r ,I x138.37 ' x r ~I r ~ 1 IIr I I ~ I ~ r I I , ~ ; 1 ~ 1 l I I;, 1 ~I; I ao ~r kt '0.82 k1 .9,'g.~'' . ~ i~ ~~k132.~9 __._,,,._J ~ i ( _ - - - ~ i I ~I~II r ~ i it I'01 r r ~ ~ i k13!7.81 x138.90 xh39.Cr~ f ~I 1 I! r
x-FENCE I~ r k138:6~ x140.44 I Ir ( I I r;l r x139.63 ~r r r ?T x1311,38 4, x139.06 I rl tlr 1 x135.7 ' ' I,' , rf•' ; I ~ ~ ~ ~ r ~ x135.54 ! rv v ~ ~ r , ~y v iii i~ r i m ~ r x 1 88 I I I I I r m ro ~ ~ ~ \ `
x135.60 ~ I I I r l i rlr r r r ,~;,r, FES FI r ~ I r, ~r,' ' ~ x131.3 a e End Section 6 } i I ; , „ ,r;.; r , np ' r ' l 14 , ~ r r 1,81 r I kl , n r I y III I Irl
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r; r i I I~ • r' x141.04 r % Ir 1 I x137.23 ' rrr G-NNJL x130. , ~ I rrr I ~II 1r k13~9.13 I I y , ; i , \ I rv ~ ; I S Ur ' r ~ r I Pk132.43 ri~r rr _943' - ~ _ V 143.97 ~ 4 I, ~.-r~-.~...._..~...,~s- i Y ~ _ _ c14390 ~~I I
u~ k3$~~"6 ' i ~ ~ 0 ~ rrl ~ r ® ; Ir a 1 , - rrr r ~'k143.0 n r I r r , II ~ , k13~6.~8 ~ ~ ~ ,U ! 1~, r r r I x138.18 ~ 1 1 r - q4, kr43,03xt4.~A5 1430E pi43+4 ~ 4 5 05 k143.Q~ l ~ . 'a~, h l42 94 .;1;;3.v9
38.58 ~ , i r r r,rrr ,y- 142,88 1 .55 a r x ~ I r~~ r I t r 1 r - ri rr ~ a'~ k142$y x I i ~ ~ ~ ~ ~ 1 9.80 ~ ap ~ i ,ir l I~;'i r i ' 1 137.55 ~ , I I,< ~r~,i~~~-. ' .~rr. r~ 14~.Y~9.11 Y~ _ v 143,E ~ ~ 14;;.00 71 4? a4 i^ s9 1 ~ ~ -
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- ~ 13 .43. x141.86 (y_ I I 1 ,I I 1 k94DJ4; ,I 11h I11U 1 i , I B ~ x ~ Ii } 1 1 1 I I I ' ~i i~ x14b.87 •x140.42. ~ 1` 1181 ~1, I. ~ ~ 16 I F.F.E. 149.fi a ~ -~-n..~r, - -
r ~ ~ ~ I ' 11, I ~1 - ~ •'i, '1~11'U . i 7 1 16' I I ,EX RCP 6316 _ I I ~ 1 II I _ ~ - ~ •x,1,38.95 1111j11' 1. I I I 11- kt43:31 x14p80 I I I I > TOP 141 D7 , , w 1 i
~ I I '1. I 1111 1 1 I 1 i 1 1~ 1 u~h1U I 7 ~ ~ k141.47t 1 i 111 I 143`,' 'INV 139.11 (OUT) 15'0 SW __-(~Q • x• •I 1 11,,.11. 1 11~;,, 1 I llr 6 ~ I I, '1;1~,,, 1, i 1 I i, 16' 1 I Il
~ -Y142.40 ,III EX R P - i r 1, i. 1 I I 1 ~ I I C#6315 .I I I~1 a _ x1 ~ 1 I iii II TOP 142.42 I I I .••1 I 11 r •11„q1,1' i I ~ i 1 i I j
d sl I r 1 I ~ I' 1 a1,,,oll. I I x i39.~~ 139.65 1~ o I I u I I I ~ ~ , 'INV 140.46 (IN) 15 D NE I(~ I , ~ , 1 I 1 11y,,, , I ' i 116 ng4 x143:8'7 I I 11 I I t1' I I' k1.3~•711 i,dV1,,h ~ 1 I I I I'
- ~ - _ _ x13 s 111 ~ 9 EXISTING I ..,1111,. I 1 _ n I I x140.85•: • I I t I ~ , I ~ np k145.D8 r t ~ 408 x141,60 I ~ . . 1
/ BUILDING 1 11 a Z ~`x14B.21 I I I 1 I I rt t• I I EX MH 1 ~ x146;82 1 I 1 ,I ~1<, ~ ---1- - 1----' , , 1n`1,".. , 1 ~1 1 I~ ;TOP 139.76 ~ ~ 5p$~k142.11 , i I ~ I II ~ I ~11i 1 { 3 ~ i - - _ , .~1i,~y1, I 1 i I 1 INV 129.86 IN 12"9 SW ~_4._~. ~ ~
( ) X 1 ' 11 1, Iiu I I , t_ I I r - `1~: 1 °1 1 6 x 14 ~ x 143.23 I 1 1 1 1 1 1 1 1 i 'T-t I I r 1, 1 1 ~ INV 131.59 (IN) 8"e SE ~ ~ ~ 1 ~ 11~1I. I 144'-1~11u~ i ~ III r - ,f{111 1I 11-~'INV129.66
II k 139 5 ~ 2 1 1 1 11 i 1 , 1 ! r A a'~,1, ` 1 1 I 16 (OUi) 12°4 NE 1 o i III I I r t I I i r i 1 1 ~ ~ 1 , I ~lil~ 611 r ~ X11 I I L-- -.1 1.i 1 1 r
p ~ I Ilv. I I L___ ~ 1: 1 I' ~.I I : ~ ~ T ' x141.87941.9 n I EX RCP# 6314 LI 11 r \ Z~Z~____ ; r- ~ , . ~ ---o ; - - ~ _ I
0 ~ 142.31 ~ 1 TOP 14343.. ,1I . - , 1~~11 ~ 1 ~I 1 d` x143.28 -1 I , 1 1 I r I I r~ , J r x14256 1 INV 141.47 (OUT) 15°4 SW ~~r~ ` , 1 n11' 1 • ' • x143.40 ~ i 1,t,1 1 I ~ I 1 ~ • • 1 ~ 1 ,:T~ • ~ - ~ - I
t x141.34 j~ 1 I 111 i - I"~ ~ i °1 ,1,' ,11 " 1 - 1 I , I• ~ ~ x 146.76 x 148.88 1 I I I r I ~ r e~ ® ~ ; 11 i 11 1 • . ~ . ~ I 1 .
ki3 .68 x144.6 x145.24 ~ 945. ~ 4 ~ A 1 i 111 111 11 , x143,Op 1•• , 3 ~ r _-1A1'~ 1 11 1 n i I III ~ N1, 1 1~ , 1
~ / x1405' ~ ' _ `''1 I o I In I i r ~ 1r 11,,E ~ 111 :I ~ , m r 1 I I I I rr ! x 39.74 v ,1 X k 141.63 I III i r °..~1--c-~,.W..±~~m,•-;at'~~ _ ,~I 1 1, ,1,1 111 I'-~ W EH CMF~' 6 ~ 2.4142.68 I EX MN# 6237 ~ I I ' 111 I (r - ' ~ ~ 1 1.,,-, r,',1 1,, I 4 f ~ •'f I
~ ~ ~ x142.7 1 I n 1 ~ % ~ a~ x142,601 I I ~ ~ ~ INV 1,87,78 (OUT) 30°fl SW `143.21 x14 ~,73 I , TOP 147.45 ~ 1 ~ ui I ,.1 ~ EX RCPT 8313 k 3 30 ~ ~ ~Q~r X11+ 1~~ 'II I~~. • r' I I 3 INV 134.25 {OU1) 12"~ SE ` 1 11r TOP 144.20 1 1 ~ ~ I I i~ ~ ~ I - f i • ~ I I I ~ ! ~ I
~ J ~ I , J1 ; I ~ 1 INV 142,24 IN 15'0 NE E~X MHg 6 EX H 6 42, ~ e 4111 1 1 1, t , 11 I, ~ I I !,r I , ~ ( ) ~ TOP'~4 . Mt ~ i_ 1 ,111 , 11 u I I I I I I \ i i _ ! I I 1 I ® I I i ~ III ~ ~
~ , I I 1 , 2 TOP~13972~, ~ 111 , ,1 } ~ •'~--s~FM---; , 40' ~0711ITY EASEMENT`____-_~ rtNif439~2 (IR)~42"m NW 1 V 130.52 (IN) 12~i0 W X11 ,11 1+1 ; I~~~ I . II ----BaFM--r=-. 1 --,k~Tt3.~7 -==r- ~ INV 131.32 (OUT) 12°>E~SE x140.64 ~~'t ` 1 ~ 1 '~1~1 , 1 ..~t!~2~ 1 tom. I ,
~ ~ : , -~-t2e5AN 1 I ` ~ INV 30.72 (OUT) 12"~ NE t ; ~ 1 , , • E ----B~F~----:. ~ - _ 1 , , . 1Ex RcP~ os ' 1, 1 11 ` - ' x145.14 145.90--~ f I ; ~ , 1 1 1111111 ;TOP 135.6 , ~ .'x146.08 ' - r -T
_ , , _ _ _ - BeFM k 147.40 ~ k 3.80 -12e5,W 1 ~ 1 , , 1 ~ ~ 1 z - 2esA v 13 1 ~ i i 11N 2,8 OUT •2 9 8E+ - $eFM - - ~ _ ,,14754 x14?.45. N 1U EX Dlg,l 0 I '1. I
~ _ _ ~:.,eaFr,+--- F ~ , , ' u .1 j ••1 ( ~ TOP 1~ - - ;~.----~-,r - _ -9eFM,=~- M- _ - INV 13 - M 8gf'M T7 M ~ eF I r I , I - _ ~ .,s I TOP 144'1 - ' I INV 138, (M)'24°~,NW ,i ~ /I !r r ~ . ,
~ _1101 - N. _ _ k~'4t, l ' x I - r1 ' j------- `f'r~.``~~ ~i
• Wan ^,.y ~ - ~ - - _ ~ ~ ~ ~S. _ ~ _ _ _ Q '8' - - > a~--_.___---- _ _ _ . ~
;ES CMPb 6243 ~ -1A8' - - - ~-12®1tl.,.- - ~ _ ` r 4 ~ " 1NV 732.73 (Ot1T} 48"m SW _ ,r _
EX CMPR 6209 _ "'-~-12eW~ _ _ - e ~ - . _ ~
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Y ~ _ ~ - - - _ - - - _ -
U - _ _ _ - INV 134.87 (IN) 48"0 NE ~ GENERAL LEGEND - - - - - - - - _ -"Y"" - - - - - ta®W- - - - _ _ -1a®w- - -laew- - -1a~a- - -izeW- -
a ~ ~ _
EXISTING ASPHALT TBM-1-RS-IN-PP
ELEV,=149,4 ~ No,~ DESCRIPTION ELEVATION - - TBM 4 RS-IN-PP
EXISING GRAVEL ELEV.=144.05 ~
cv TBM-I-RS-IN-PP 149.48'
~ TBM-2-PK-IN-ASPHALT 137.28° WETLANDS x I
TBM-3-RS-IN-I8-POPLAR 132.92' I
v1 I
a EXISTING TREE LINE TBM-4-RS-IN-PP 144.05' N
v TBM-5-RS-IN-ASPHALT 142,84' c
,

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O ~ ®ATE ~A ~ H
w II ~ ~ ~ - 6 +9
m r' ~I, I - ~ A IC ES CLIENT CODE; CIDA ~ ~ ~ JOB_NUMBER; 09-145
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NORTH 303 LDS~~ STREET CAROLINA AFIRM P.O.LPII "ON ASCII FILE; SCALE IN FEET
~X: ~091~~8, N.C. 27 TORTILLA PLANT PHASE: ~ LAST MODIFIED; Mar. 5, 2010 MODIFIED BY; JE
TEL [phone] F.4% (252 243-7489 OFFICE @ GREE NG.COM
F,4l1Cf'S TOWNSHIP HALIFAX COUNTY, NORTH CARC
CAS U EET
s
44-8-080.

~ • . ~A~ ~ ~ • . ~ TBM-3-RS-IN-18-POPLA N-16-POPLAR /
~ ~ ° ~ ELEV°=132°9 ~ ELEV,=132,92 /
_ TBM-2-PK-IN-ASPHALT - - r
° ~ ~ _ ~ • . ELEV.=137.28 - e.,m - - ~,-.m _ - ' - - \ ' Q""--- - 1205AN ---120SAN ~ ~ . .
- 120SAN - 120SAN .1 A ~ a, ~ r~ \~C~a, ~ AnN,k ~ k . ~ 80FM - 9efM. l BmFM - BmFM - - 80FM -
~ ~ ~ T, n ""11,,--57.-; _ / ~ / i \ SAN - 120SAN BeFM - ~ I`~ n ~ -7205AN -12mSAN ~i. ~ ~ ~ - i20SAN - - ---1205 N -
~ . / \ YYY ~t~\ \ 'n X. - -
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~ a ' ~ /
WATER, OVERHEAD ELECTRIC @ ~ ; ~ ~ ~`..%`~.i"~. \ ..n;'<
TELEPHONE, GAS ect,°, TO ~ i ~ n. x i >
BE RELOCATED BY OTHERS $ ,1 , ' ! ~i h ~ / I I ii I ~ . ~ :,;K ~h ~ r K ~4:k ~ ~ ,m,
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WATER, OVERHEAD ELECTRIC, ~ ; ~ s x ~ i ~
' TELEPHONE A ~ ~ WATER OVERHEAD ELE TRI ~ ,z~ ' ~t ~ , , G S ect... TO ~ C C, /yV ~,i~ Pay _ 'r` ~
r'~ TELEPHONE GAS ect.,, T n v ` BE RELOCATED BY OTHERS ! 0 " i , ~ ; ~ Y A ; BE RELOCATED BY OTHERS ~ ; ~ , ~ .
~
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a . ~ / : ~ s ~ TBM-S-RS-IN-ASPHALT.. 's` ~ h ASPHALT o
~ ~ ~ ~ ELEV,=142.4 _ ~ 69 I V\~\ i1 ~ ~ ~ f
9 \ ~ ~
l;~ , ~ ~ _a e \ P ~ T y~`` = I
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a ~ ; ~ ~ , ~ ~
WATER, OVERHEAD ELECTRIC, ~ i ~ ~ 18 V I i r L. I li
o TELEPHONE, GAS ect.,. TO o d ~ ~ 9 ' ~ ' v I ~ Q BE RELOCATED BY OTHERS r ,;\>I 1 ' ;e ~ ; ~ ~ o i
R EXISTING BUILDING ~ ~
w ~ i. ~ ~ ~ ~ 225,000 SF -amsaw~ _ ~ ~ 9
I/ - F.F,E. 149,6' ~ _ ~ U
o ~ e ' / ~ ) d i i i _ ~ i a
I - - ~K. a ~ `l n. ~ a _.,,,.m~. ~ i ~i.. _ p
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I Y i, ~ ~ i i . I ~l_l, e I i M~........ ' j . • . I ~ I I i ' d
WATER OVERHEAD ELECTRIC I D ~ --_x ~ ~ ~ ~ ~ - ' n J._ ~ y ~r'°.1 t y ~ i' ' . 3 TELEPHONE, GAS ect, TO 1 1 ~ ~ ; ~ ° ~ ~ ~ a , i ~
BE RELOCATED BY OTHERS ~ t~i ~ i o a o
~ ~ ~ lip I'~
rn ~ . REMOVE SAN. SERVICE LINE ~ ~i i' i i • ' • ~ ~ ~ ~ ail i
° AND PLUG INSIDE MANHOLE, ; {i~_1• l II aOFM i ~ ~
_ g ~ 1------ T~..12 5A ~ p _ eFM I ~ R ~F, ~ -~.120SAN ~ ~I I , . ~ ) ~ ~ ~ ri
Z - _ - - - BeFM ~ -,_--~'-"J ---1205AN r ` ° " _ ^ 12eSAN • BaFM ` Y~ • ~ r ° ~ ~ i I ~ I • I~'4 'I I _ L_.
1 ~ - ~-~---j ~ ~ , ~eFt'q B6FM - F M - 86FM - ~ , ^ I ^ - - \ -f 1 T' - ~ I,... • ' , ~
- ~ I I ° _ , _ r, ~ ~ ~~I ~
_ _ - _ - _
U .mar - "---r---_..~_«~ - - - yyy _ ii
5',G~~ [a.- - - ~ ~
j " _ - _ _ 12o9Y- ~ ..-92~- - -12®tN-- - ._12m1tl-- - - c
c GENERAL LEGEND - - - - - - - - -
U \ -i-~. + - ~ _
a TO BE DEMOLISHED TBM-I-RS-IN-PP u ~ - - - -ia~w- - -iz®w- - -ia~-- _ - - _ _ - -i2ow- - -taw- - -9zmw- - - - - - - - - _ _ _ _ Iz°a'
L ELEV.=149.48 `x '
~ TBi E>ISTING ASPHALT No,dc DESCRIPTION ELEVATION TBM-4-RS-IN-PP
ELI cv T8M-1-RS-IN-PP 149.48° ELEV,-144,05 i~ I; ~
~ E>tISTING GRAVEL TBM-2-PK-IN-ASPHALT 137,28' x I'
I
°u TBM-3-RS-IN-I8-POPLAR 132,82' N WETLANDS ~x
a TBM-4-RS-IN-PP 144,05' (fi ~
T ~i
~ ~.,r~~W~- EXISTING TREE LINE TBM-S-RS-IN-ASPHALT 142.84' .i
U ~ _
O
O N gk W L. ~ ~~T~: ~
C9
t- ~ ,.tea ~ ~ CLIENT CODE; CIDA
®A 9C St,®~ FG JOB NUMBER; 09-145
-0 uu Vu vuu 'all-N9VPdIB?bL8'W Y • ~talmmmEw Lu a v n m e VA n vftov lemol qy V=ws
NORTH CAROLINA FIRM LICENSE. P-0115 PHASE I 0 ' 30 60~~ 120 FIELD BOOK: 842 & 843 -ol CADFILE: 09145-GP2,DWG
TORTILLA PLANT 3 LD3 RO STREET EAST, P.O. X 609 WILSON, N.C. 27893 SCALE IN FEET ASCII FILE; LAST MODIFIED. Mar, 4, 2010
TEL [phone] F Q252? 243-7489 OFFICE @ PEE .COPS MODIFIED BY: JE
FAUCETrS TOWNSHIP HALIFAX COUNTY, NORTH CARC
CAROLINA ET ®F 1
44-8-080

~ ~ ~ r
~ ~ ~ TBM- - - - - 3 RS IN 18 POPLAR ~ ~ ~-POPLAR ~
ELEV.=132,92 /.=132,92 ~
~ TBM-2-PK-IN-ASPH ALT
ELEV,=137,28
- - - - _ -
_ _ _ _ _ _ ~
~ ® PHASE III ~ ~ I TRUCK ACCESS l LOADIII~G DOCKS I I I I I I I I I I I I I I I I ICI I
IIIIIIIIIIIIIIIIIIIy,
9 ~ i 1111111111011111111
IIIIIIIIIIIIIIIIIII I
0 0 0 1 1 0 1 0 1 1 0 1 1 1 1 1 0 WATER QUALITY 'W` ~ ~ I 1111111111111111111 i 1 ~ IIIIDIIDDIDDIDDIDII
011111110061D ~ I I AREA 1
1 011110600 11011101 ~ I SUTURE TRUCK I
1 00111010110 111110 I SI~~~ FACILITY 1 x X x---~_I I I I V
0 60111110106 001101
~ J J®I® 9 p ~ ~ 1 ~
0 9 I I
6 ~ I I I 1 1 1 1 1 1 1 1 1 L~,®®®®®,~
0 6 p 0 g B 9 IIIIIIIIIII ~ x x or--~--x~
~ ~ _z-!-~ ~ IIIIIIIIIII -
D D I 0 X 1 8 1 1 1 1 1 1 1 1 1~ n~~ I~"
~ ~ ® D ~ 1 ~ s o~~~ o 11 e~ o~ I I
0®1 ~ I I ~
m 0 1 I ~ I 1 B I~~ ®
r ~ ~ PHASE III EUILDIHG ~ I 0~0 FUTURE DRIVE 1 TRUCK hARI~NG 1 Q Q iI
O D D I 1zs,za~ SF 6 1
~ F,E.E.142.®® I 1. ~ 1 ~ e WATER QUALITY L 9 II ~DDDIIIIIII~DDDDD~BIIDODID ~
D ' I AREA 6 0 ~ ~ I 1111111111111111111111118 ~
c~ ~ ~ 6 0 0 I I I I I I I I I I I I I I 1 1 1 1 1 1 1 ~ ~f~~
L I ~ I 0 1 0 11 I I I ~ ° . IIIIIIIIIIIIIIIIIII1111111~ I'
~ I I s 6 D 11111111111111111111111011
1 I 6 0 0 I I I I I I I I I I I I I I I I I I I I I I 1 1 ~ _ ~ _ i~
90 1 0 I 1 ~W
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0 1 ~ A _ _ - - - I ' I _ . ~ ~k -
1 i ~ o
6 0 ~ ® ~ PHASE II I~UILDIWG
0 ~ 1 ~ 1 42,311$ SF - - _ t.. ~ - - - ~ _ s ~
F.E. 1 1 E.142A0 y'` ~ u~ ~ ,
D ~ 1 I ~ D
0 6 , ~I ~ ~ I
1 ~ ~ o. A ~ aow
0® ~ r D
1 O I J L.~~ ® m ~ ~ ~ TBM-5-RS-IN-ASPHALT EXISTING DRIVR i ij lT ~ -j ~ l
0~ ~ ~ 'ELEV.=142.84 .yam F
0 ~ ~ PHASE I LOADING I d.~M1~
0 ~ DOCK ACCESS b I
6 D D /I 0 ~ \ a 1 ~ ~ 1 r ~ it i,
Q 1 ~ - d ~E; ~s ,
0 9 i ~ - w 6 P ~ 1 9
~ a - - ~ - - _ l } - ~
0 i D 0 1 6 FI I
o i N
sos~
_ o i' I 1
0 0~~9
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0 0 6 ~ ~
o D~ e ~ 1
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W ~ PHASE I I~UILDING ~ o m®m~~ 71 S75SF ~ ~.~M~~ 225,000 SF ~
~ ~ _ 1 0 ~ F,E.E.142.00 s T ~ ~ A F.F.E. 149,6° -aosuw ~ > ' I I ~ ~
® ~1 ? i _ _ _ 0 a; _ ® ~
0 0 ~ ~ 1. - 8 e I
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J, 6 ~ - _ 46.4Q o ~ ~ I 9 ~ ~
0 ~ 0 ~ ~~o®
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RR01~®$ ~UYURE' PA19~®' PA ~
~ ~ ~ `'D• 0 ~ a ~ ~ 'C~DA~;• ~ . ~ ~ ~ ~ ~ ~ 1
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0 0 N P ~ . a HASE I PARKING ~ ~ ~ ~ ' fl Ica®©cam®®o®®®®~®®®®®® f: N
o ~ ~ 1Q ro 11 ~ . - _ ~ i ~ I ~ j :__r_
~ _ ~ 9 ^)p "gyp 20'R e; v l la. ~ _ N to ~ Q. ° • ~ ~ a i. ~ _ _ ~ ~ ( ~I . .
_ N O. p - . , • • M . ~ . . i'
- ~ 2:._ _ Ir, . , ' -~,r.w. 1 i < ~ ~ ~ I~ i i I ~ ~ n---~ ~ ~
~~I . . - 1
d' _ - _ ~ , - ~
- - _ - u O _ _ _
Q r - - - - - -
~ GENERAL LEGEND - ----~~ti-v=~
a TBM-1-RS-IN-PP u
~ EXISTING GRAVEL ELEV.=149.48 o _
a No.~t DESCRIPTION ELEVATION TBM-4-f TBM-4-RS-IN-PP ~
E)QSTING ASPHALT ELEV.=14 ~ TBM-I-RS-IN-PP 149.48' ELEV.=144,05
a x I. p
TBM-2-PK-IN-ASPHALT 137.28' WETLANDS 0
~ TBM-3-RS-IN-IB-POPLAR 132,92' u~
a PROPOSED EXPANSION TBM-4-RS-IN-PP 14 ' 4,05 i! ' I
FUTURE EXPANSION I ~ ~
c T8M-5-RS-IN-ASPHALT ' 142.84 I ~ ~
V ~ I~ x
O n,
C7 N .
~ - ~ DATE ~ DATES
m 9 ~ CLIENT CODE; CIDA
7 U.o-su mn v.e.ees+ e e e~,.a~'~v e evrorv9~me~a~c~VV9aC9W 8 . . m~ m ~I e ~ ~ L i ~ ~ i_ _ GRAPHIC SCALES JOB NUMBER; 09-145
0 30 60 12o FIELD BOOK; 842 & 843
NORTH CAROLINA FIRM LICENSE. CADFILE; 09145-GP2.DWG
303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 TORT~LLA PLANT PHASE I SCALE IN FEET ASCII FILE;
TEL [phone] FAX [phone] OFFICE @ G&iEEn7ENG.COM LAST MODIFIED; Mar. 4, 2010
MODIFIED BY; JE
- FAucEI°rS TOWNSHIP HALIFAX COUNTY, NORTH cARoLi .'e" O SHEET
NO. Spl C* 1
44-8-080

_ i
1 I 1 I I I m ~ . ~ n - ~
- _ I , ,'I r
' i r I,; , I 1 1 rr I _ COMPUTED POINT ~ ' ~ ' ' ' ' ~ r r r r` , a , I r1 I ' I ; ~
EXISTING C N RET M O C E ONUMENT ri rl ~ ' o I ; I I r I I " 1
SURVEY CONTROL POINT ' ' ~ ' ` ' 8 ~ r I,; , I r I I I , , r ~ DI ~ 1~ I , ~ , ~
III, Ir I t ' EXISTING IRON PIPE ~ ~ ± ' ; ; r !w # / I ~
~ ~ - ! r 11 1, I ' ~ 11 I I NEW IRON PIPE ~ _ _ _ _ ~ ~ ~ ' + ` , , ' I I I I :3 ~ ~ TC=142,80 I 1 1 ~ a,~ / ~ / ' I ~ r I „
~ ~ ~ , I;; ,'I I I EXISTING POWER POLE ' I ' ~ . ' ' r I I I I /i~ / / /
~ ~ jj I , li r , I r r , I i II 11 I ~ , ~ EXISTING LIGHT POLE i 1 ~ , i ; ~ / ~ i ~ ~ i r' ~ ~ ; ii r /
' # ~ , ~ C 37.95' ' ` r' I r Ir ' I ~ I I I i i i;// it i / / I I / / / /
y ;I i EXISTING GUY POST ~ A ~ I u r I r r r , I u, ,I t I , I i / / ~ fLL( ~ ~ I ~ I ~ / / 1(3 ~ , /
~ EXISTING FIRE HYDRANT ' III , , p 1 I I ~ I ri ~ ~ r t r 1
~ ~ ~ EXISTING VALVE ~ ~ ' ,I , , ~ ~ I I ~ n i;~i/ ~ fir' ~ r II fr I i ;/ri// ~ ~
o~~ ' ~ ~ EXISTING METER ` ! 'I _ ~ p TC 137.50 s ~ / I , ~ ~ ~ ~ ~ ~ I ' ; CURB OUTLET i a t 1 ~ ~;r ~l ~ I ~ 1 I I ~ f ~ i ~ ~ ~ ,
E>(ISTING MANHOLE ~ r I
' EXISTING CLEAN-OUT ~ ~ ' ' ' % ~ =1 7 ~ 0 , , , , , TC 3 .95 I~ i i r• ; r ~ r~- r i~ T ~ i,~
~ EXISTING DROP INLET ~ I ; 11 ' I II ~ 1 1 ;.'i' C.B. , ~i I
EXISTING CATCH BASIN ~ ` ' I ' ~ ' I I I ~ ~ % ' / , #2 + i TBM-S-RS-IN-ASPHAL , I ~ I ~ ELEV.=142.84
~I ~ II EXISTING FLARE-END-SECTION ~ ~ ~ I ~ ~ ; ~ - - ~ 1 - ~ ' ~ ' I ; ~ , 1 1 i I i' , ~ , I~ 1 i I
I , I , I I~ TC=137,50' TC=137.95 TC=137.50' ~ ' ; ~ i ; ~ 'I 1 ~ ' CURB OUTLET , I CURB OUTLET ~~,1 / 1 ~ ~ ' i ~
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NORTH CAROLINA FIRM LICENSE. P-0115 TORTILLA PLAN PHASE 1 SCALE IN FEET LAST MODIFIED; Mar, 5, 2010
303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 278W MODIFIED BY; JE
L [phone] FAX Q252D 2-7OFFICE ~ GREE7ofENG.COM
- FAUC S TOWNSHIP HALIFAX COUNTY, NORTH CAROLI CAROLINA e 1 oF
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~ NORTH CCAROLINA FIRM LICENSE: P°0E15 PHASE I TORTILLA SCALE IN FEET LAST MODIFIED; Mar, 5, 2010
- 303 RO STREET EAST, P.O. X 609 WILSON, N.C. 27893 1r _ MODIFIED BY; JE
N L (252) 237-65 FAX [phone]M OFFICE GREENENG.COM
FA9JC S TOWNSHIP HALIFAX COUNTY, NORTH C,QOL9 CAROLINA ET W. G2 or- 2
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SHALL BE RAISED TO ELEVATION 1139,00' / ~ ~ I
y GREASE TRAP INV. IN = 132,70' ~ ~ I n = 0.013
` GREASE TRAP INV. OUT = 132,36 2 ~ m a 6 ~ LINE FROM GREASE TRAP OUTLET M A tc I Cc 010
I ww SHOULD DROP TO ELEV, = 129,00' AND 11 FROI FROM TO PIPE INLET TOTAL INLET PIPE TIME OF INTENSI RUNOFF DSCHRG SLOPE Dtheo SIZE Vfull LENGTH SEGMENT UPPER LOWER FROM TO
~ EXTEND TO EXISTING MANHOLE 1323 LL ~ 1I RUN AREA AREA TIME TIME CONC COEFF PIPE TIME INVERT INVERT
t, a I (ACRES) (ACRES) (MIN) (MIN) (MIN) (INIHR) {CFS) (FTIFT) (INCHES) (INCHES) (FTISEC) (FI) (MIN)
DI# 1 D~k2 1 0,10 0.10 5 0.24 5.00 7.22 0.9 0.7 0.0050 7.2 15 3.7 53 0.24 135.31 135.05 DI# 1 DI#2
i Z ~ DI# 2 DI# 3 2 0,94 1.00 5 0.63 524 7.16 0.9 6,4 0.0050 17.0 18 42 158 0,63 135.05 134.26 DI# 2 DI# 3
a Dr# ~ ~ j N I
e I DI# 4 DI# 3 1 0.15 0.15 5 0.14 5.00 7.22 0.9 1.0 0.0083 7,6 15 4.8 40 0.14 134.59 134.26 DI# 4 DI# 3
~ I b® 11 D~~ 'J I• I ~ ry
$ h Df# Df# 3 CB#1 3 025 1,40 5 0.49 5.86 7.00 0.9 8,8 0.0083 17.4 18 5.4 158 0,49 13426 132.95 DI# 3 CB#1
_ o CB# 1 DI# 5 4 0.25 1.65 5 0.15 6.01 6.96 0.9 10.3 0.0040 21.2 24 4.5 40 0.15 132.95 132.79 CB# 1 DI# 5
~ p D~ D, I. D I I D~5 DI#7 5 0,25 1.90 5 0.51 6.01 6.96 0.9 11.9 0.0040 22.4 24 4.5 140 0.51 132.79 132.23 DI#5 DI#7
#10 #11 z ; DY#~ DY#7 Df# 8 6 2,30 4.20 5 0,42 6.44 6.86 0.9 25.9 0.0050 28.7 30 5,9 150 0,42 13223 131.48 DI#7 DI# 8
fI/I , 24"~ 24~~a i a I 11' N I l ~~~°}S a? ~ ~1Yr ~ a ~'r r.~ ~)~f,,°~ { ~ ';,t ~ ! , .{J~ ) I ~ j7r~, ~ i : ~~7 r .i.r. +`m~t~, ~tys
~ ! DI# I E I DI# 9 DI# 10 2 0.60 1.80 5 0.26 5.07 7.20 0.9y 11.7 0.0040 22.2 24 4.5 70 0,26 133.36 133.08 DI# 9 D~k 10
m ® I D~ 10 DI# 11 3 0.30 2.10 5 1.01 5.33 7.14 0.9 13.5 0.0040 23.5 24 4.5 275 1,01 133.08 131.98 DI# 10 Df# 11
15,000 GALLON c~ D~ 1 GREASE TRAP ADJUST I DI# 1 DI# 11 DI# 8 4 0.25 2.35 5 0.33 6.34 6.88 0.9 14.6 0.0050 23.1 24 5.1 100 0.33 131.98 131.46 DI# 11 DI# 8
TOP ARV TO 1139.50' I
I DI# DI# 8 CB# 2 7 0.20 6.75 5 0.10 6.44 6.86 0.9 41.7 0.0060 33.2 36 7.3 45 0.10 131.48 131.21 DI# 8 CB# 2
Z LEGEND CB# CB# 2 CB# 3 8 0.20 6.95 5 0.10 6.54 6.83 0.9 42.7 0.0065 33.0 36 7.6 47 0.10 131.21 130.90 CB# 2 CB# 3
m I CB# POWER POLE CB# 3 DI# 12 9 0.20 7.15 5 0.22 6.64 6.81 0.9 43.8 0.0065 33.3 36 7.6 100 0.22 130.90 13025 CB# 3 DI# 12
LIGHT POLE z}c I
GUY POST ~ a I FES~ EXISTING FIRE HYDRANT ~ I FES# 2 DI# 12 1 5.30 5.30 5 0.01 5.00 7.22 0.9 34.5 0.0875 18.7 30 24.7 20 0,01 132.00 130.25 FES# 2 DI# 12
EXISTING VALVE Dv i DI# 1
EXISTING METER ~ 6aSAN BaSAN BaSAN BaSAN B~SAN BeSAN I DI# 12 FES# 3 10 0.10 12.55 5 0.18 6.64 6.$1 4.9 76.9 0.0075 40.0 42 9.0 100 0.18 130.25 129.50 DI# 12 FES# 3
EXISTING MANHOLE O I EXISTING CLEAN-OUT OCO r
EXISTING DROP INLET m ii E u FESay FES# 4 CB# 4 1 2.00 2.00 5 0.04 5.00 7.22 0.9 13.0 0.0714 13.5 15 14.0 35 0.04 139.50 137.00 FES# 4 CB# 4
EXISTING CATCH BASIN D I ~ 11
PROPOSED BLOW-OFF PROPOSED FIRE HYDRANT #7 D.I DI# I DI# 6 CB# 4 1 1.46 1.46 5 0.18 5.00 7.22 0.9 9.5 0.0083 17.9 18 5.4 60 0.18 137.50 137.00 DI# 6 CB# 4
#13 PROPOSED VALVE F.F.E. 1 42,00 a o
PROPOSED METER ® 4 CB# CB# 4 CB# 5 2 0.30 3.76 5 0.07 5.07 7.20 0.9 24.4 0.0233 21.1 24 11,0 43 0.07 135.OD 134.00 CB# 4 CB# 5
EXISTING GAS MAIN -oas ~ II
EXISTING WATER MAIN - - - _-W_- - z W u EXISTING STORM SEWER LINE -.sT_- a W II FES~ FES# 5 CB# 5 1 0.50 0.50 5 0.01 5,00 722 0.9 3.3 0.1333 7.1 15 19.2 15 0,01 139.00 137.04 FES# 5 CB# 5
W R MAIN - --snx - ~ < Y CB# EXISTING SANITARY SE E CB# 5 DI# 13 3 35.00 39.26 15 0.39 15.00 5.27 0.9 186.2 0.0067 57.0 60 10.8 255 0.39 132.75 131.04 CB# 5 Di# 13
EXISTING SANITARY SEWER FM W < i DI# 1 PROPOSED WATER MAIN W ~ a II DI# 1 DI# 13 DI# 14 4 0.00 39.26 5 0.42 15.42 5.21 0.9 184.1 0.0067 56.7 60 10.8 275 0.42 131.04 129.20 DI# 13 DI# 14
PROPOSED STORM SEWER LINE ' u DI# 14 FES# 6 5 0.00 39.26 5 0.05 15.47 520 0.9 183,9 0,0067 56.7 60 10.8 30 0.05 129.20 129.00 DI# 14 FES# 6 i
a PROPOSED SANITARY SEWER MAI SAN ~ ~ I ' ° PROPOSED SANITARY SEWER FM FM p ~ I
N (NOTE; NUMBER IN LINE DENOTES PIPE SIZE IN INCHES) II II
° (DI =DUCTILE IRON PIPE) II
N ~I ~ ~
~ 6aSAN BeSAN 6aSAN BaSAN 6 A ~ II e3 N BeSAN M 0
°N a II a m p
l(] m N I II EXISTING BUILDING 225,000 SF
s II
c~ G ~I I TCTU LTA E
T ~ ° FI FOODS TO TILLA PLANT
o II -o B
II w II h p EX MHO 1408
0 c$ II TOP 139.76 12"m SW
~ / N V INV 129.66 (IN) 12"ti, SW ~ II INV 131,59 (IN) 8"0 NW ~ a"o Nw
-I ® INV 136.22 (IN) 4°0 NW ~ w / ~ II ~ INV 931.59 (IN) 8"~ SE L a"s Nw ~ 8"SSE L-~--------------
INV 129.66 (OUT) 12"e NE T) 12"e NE ' I
~ 4mSAN 4~aSAN 4 AN ~ 4aSAN imp - Nvs~a1- . I
~ 0,1. ~ m • I ( ruc ure op nve ep Ipe la, i
EXISTING 12°~ WATER MAIN ALONG ~1 ! ADJUST TOP TO T TOP TO ( I I -
ALLIANCE DRIVE TO REMAIN 20' PAST #5 I PROPOSED GRADE 'Ilj FIRE HYDRANT. CONTRACTOR SHALL ELEV. 139.50 SED GRADE • • • • DI# 1 140.50 13531 5,19 15 139.50' , ' ~ DI# 2 139.80 135.05 4.75 18
e°~ COORDINATE WITH ARCHITECTURAL •
~ _ _ ~ I . _ DRAWINGS FOR WATER SERVICE #4 ~ z • , • ° ' DI#4 140.50 134.59 5,91 15
CONNECTION TO PROPOSED FACILITY, I f ! 1 l _1 ' m , I I ~ I s ~ RPZ DEVICE IS REQUIRED FOR FIRE - ~ ;I _ " ~ ~ i~ ~
~ I ~I PROTECTION LINES, BACKFLOW DEVICE 1n/ ( _ ~ I i i , I ~ ( I Df# 3 139.80 134.26 5.54 18
o AND METER FOR POTABLE WATER ~ ~ i ,I ~ ~ ~ B. o SERVICE REQUIRED. L ,Iz, ~ I #1 I • I I ~ ( ~ ~ CB# 1 139.50 132.95 6.55 24 I I
~ ~ ~ ~ / ,e ' I ~ I I I I ' DI#5 138.50 132.79 5.71 24 I I f i '
I I I I i DI#7 138.00 132.23 5.77 30 r i• I i i I I i •
© EX MH 6237 I ~ 2 1 ~ I i I ~ I i °
N TOP 147,45 # $ ~ } d INV 134.25 (OUT) 12"® SE D I ~ ~ I i a 1 i ' • • ~ ~ • ° DI# 9 137.50 133.36 4.14 24
~3 I a ~ . ~ , DI# 10,~.~..~ ~ ~ 32 24 ' ° 137.40 133.08 4
T / 1 ~ - _ I i i ' DI# 11 137.40 131.98 5.42 24
° _ ' ~ a~ --120SnN 120SAN ~ I i ' I i I 1205AN ~ ~ a~ • . ' ~4? .
~ i ~ \ E --1zasAN - . , D~ 8 141.50 131.48 10.02 36
- _ _ z ~ ADJUST TOP TO ~x oip 1410 : ' ° ' CB# 2 142.40 131.21 11.19 36
v I PROPOSED GRADE FES Li - 80FM - - - 80FM - - - 00FM - 80FM - - - BOFM 80FM 80FM - 80FM - - ggFM - i _ 'r TtiP 144.10 CB# 3 141.30 130.90 10.40 36 ' ~ I ( • INV 138.92 {IN) 24"0 Nw.' •
EIEV, t 143.Od - 80FM ~ o i ~ 4 - BeFM - 60FM 90FM - s EX MH# 6242 ! ; °'n - St---; #4 I I i sT- - _sr _sr-•-' _sr_ _ _sr- - -sr=•- _ _ I , ' • FES# 2 132.00 132.00 0.00 30 '
~ ~ ~ TOP 139,72 ,;1,-. ~~h Q INV 130.52 (IN) 12'~~ NW " Sri ~ lg $ -
j INV 130.72 (OUT) 12 0 NE 15 ~ 'Sim. ~~sr_ _ FES
~ I y #4 DI# 12 932.00 130.25 1.75 42
~ EX MH# 6245 _ _ TOP 142.82 - / EX RCP# 1409 CP# 1409 - _ - - - - - -
Q INV 131.32 (IN) 12"~ NW ADJUST TOP TO / TOP 135.67 ~ INV 131.32 (OUT) 12"m SE y INV 132.88 (OUT) 24"~ SE 135.67 32.88 (OUT) 24°~ sE FES#4 139.50 139,50 0,00 15
~ I PROPOSED GRADE /
~ I ELEV. 1140.25' EX CMPg 6243 / INV 132.73 (OUT) 48°4 SW ~ E sw Df# 6 142.00 137,50 4.50 18
/ ~ T r
~ --12®W--- ~ ~---12oW---. / ~W- - / CB# 4 141.10 135.00 6.10 24
No.& DESCRIPTION ELEVATION .~,1 eW - -12aW- -1 .-12eW- - -12®W- _ _.12e1y..- - -
t2eW- - --'12eW- - -12eW- ._12®W- - -12ow- - ~ _ _ _ _ TBM-I-RS-IN-PP 149,48' 12~'- - -12.w- - -12ew / - -IZaw- -1zaW- - -i~,w- FES# 5 139.00 139,00 0,00 15 ___________e________________________ - _ CB#5 141.10 132.75 8.35 60
il v TBM-2-PK-IN-ASPHALT 137.28' - - _ _ EX CMP~ 6244 - DI# 13 141.00 131.04 9,96 60
o - ~ _ _ _ - INV 134.87 (IN) 48"0 NE Dt#14 137.50 129.20 8,30 60
TBM-3-RS-IN-18-POPLAR 132,92' --Sf---~---- v
a TBM-4-RS-IN-PP 144,05'
1 ~ TBM-4-RS-IN-PP~
TBM-1-RS-IN-PP TBM-5-RS-IN-ASPHALT 142,84' ELEV,=149,48 ELEV,=144,05
V
1 O DATE ~ATE~ MARCH, 20~
O b,: N CLIENT CODE: CIDA
I ~ i( ~ L~t;IV ~J J ~ m J ~w `d GRAPHIC SCALES JOB NUMBER: 09-145
LLJ WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT ' ' ritLu tfuur\; 04L dC 04,) 0 15 30 60 CADFILE; 09145-GP2.DWG
NORTH CAROLINA FIRM LICENSE: P-0175 TORTILLA PLANT - PhA8E mumml"ILITY PLAN SCALE IN FEET ASCII FILE;
LAST MODIFIED; Mar. 5, 2010 MODIFIED BY; JE
303 GOLD360R0 STREET EAST, P.O. BOX 809 WILSON, N.C. 27893
N TEL [phone] FAX [phone] OFFICE @ QREENENQ.COM FAUCETI"S TOWNSHIP HALIFAX COUNTY, NORTH CAR
CAROLINA SHED NO. T1 OF 1
44-B-080

/ '1 1
9E~®
EXISTING CENTERLINE - ~ ` NTERUNE - _
PROPOSED CENTERLINE EXISTING EASEMENT CENTERLINE -
~ - PROPOSED EASEMENT 4SEMENT _ _ _ _ _ ~ - _ 1, OBTAIN GRADING PERMIT PRIOR TO BEGINNING CONSTRUCTION. CONTACT LAND QUALITY BEFORE ANY WORK BEGINS ON THE PROJECT • EASEMENT - - - - - - - - - - - - _ FAILURE TO DO SO WILL RESULT IN A NOTICE OF VIOLATION. OWNER
_ . - EXISTING PROPERTY LINE - - ~ - ZOPERTY LINE - - SHALL MAKE THE NOTIFICATION ~
PROPOSED PROPERTY LI PROPERTY LINE 2, CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR
" ~ - EXISTING RIGHT-OF-W A GHT-OF-WAY TO COMMENCING CONSTRUCTION 8Y CONTACTING ULCO (i 800 aJ`~
PROPOSED RIGHT-OF-W PROPOSED 9X3 ; ~ ' RIGHT-OF-WAY 632-4949),
~ ~ PROPOSED 80UNDARY CONCRETE RISER BOUNDARY 3. LOCATE PROPERTY LINES, LIMITS OF DISTURBANCE, AND STOCKPILE ~ SR-~ ~4~
` TOP=131.35 PROPOSED 1 ' EXISTING WETLANDS LWE 0 L LEVEL _TLANDS LWE - - - - - - LOCATIONS. o~ /
INV=127.60 ' SPREADER WITH 30 WIDE 4. INSTALL BOTH CONSTRUCTION ENTRANCES PER PLAN. ~ /
PROPOSED 12°'0 CAPPED VEGETATED FIT L ER STRIP 5, INSTALL SILT FENCING -THE SILT FENCE SHALL BE PLACED
OI RISER WIT ~ - " - - - H 4 0 ORIFACE _ --r=---~---- - - L~~~~® DOWNSTREAM OF DISTURBANCE IN AREAS OF SNEET FLOW AND SPOIL
_ AND 12 O OUTLET ~ SHALL BE PLACED ON UPSTREAM SIDE OF TRENCH DURING EXCAVATION ACTIVITIES.
- - - ~ I ~ 3 ` EXISTING CONTOUR, MAJi )NTOUR, MAJOR 160--- 6. INSTALL TEMPORARY DIVERSIONS AND SEDIMENT BASINS AS SNOWN ON f
~ ~ CLEAN OUT ON EXISTING C NT 90°BEND 0 OUR, MINC )NTOUR, MINOR 101------------ THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
PROPOSED CONTOUR M~ CONTOUR, MAJOR ~ ' oevlcES.
a ~ PROPOSED NT I CO OUR, MII CONTOUR, MINOR 1®~ 7. INSTALL STOCKPILE AREAS. PlerCeS
' PROPOSED FLOWUN f ~ r LOWUNE ~~-K~~.~~-~~~- 8. PERFORM MASS GRADING OPERATION UNTIL COMPLETE. Crossroads
~ , . - ~ -fir ~ :DIVERSION - ~ et^ r I
~ r TEMPORARY DIVERSION I ~~r ,fir EXISTING FENCE DIVERSION ~~~ro Tam m~mTO® 9, STABILIZE SITE A5 AREAS ARE BROUGHT UP TO FINISH GRADE WITH NCE VEGETATION, PAVING, DITCH LININGS, ETC, ENSURE SEDIMENT IS x « CONFINED AND DOES NOT TRAVEL TO WATERCOURSES.
' I PROPOSED FENCE =ENCE X x x
, LIMITS OF DISTURBANCE ISTURBANCE - - - - - - - - - - . - _ 10. ANY DITCHES ERODED OR SCOURED AS A RESULT OF CONSTRUCTION
F ~ / PROPOSED OUTLET PROPOSED SILT FENCE aILT FENCE SHALL BE RESTORED TO ORIGINAL FORM, REINFORCED WITH SUITABLE ® LINING, AND SEEDED APPROPRIATELY, fnG
/ (2)-30 QJ RCP PROPOSED CURB & GUT" 2URB ~ GUTTER -
' WITH 20'Lx1 'W 5 x9 D CL,1 STONE EXISTING EDGE OF PAVED GE OF PAVEMENT 11. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED ~IC~EtlI 9 E AP
/ ~ RIPRAP DISSIPATOR PAO EXISTING EDGE OF DIRT I LL ' GE OF DIRT PATH _ COMPLETELY, CALL FOR INSPECTION 8Y ENVIRONMENTAL INSPECTOR, SCALE:1"=2000'
~ / PROPOSED EDGE OF PAS / P ROPOSED STORM PIPE =DGE OF PAVEMENT 12: IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, NORM PIPE asesr SEDIMENT BASINS, ETC., AND SEED OUT OR PAVE ANY RESULTING ~.EEN®
/ PROPOSED ~ ~ PROPOSED FLARED EN D LARED END SECTION BARE AREAS ALL REMAINING PERMANENT EROSION CONTROL DEVICES
/ ~ DRAINAGE ~ {SUCH AS VELOCITY DISSIPATERS) SHOULD BE INSTALLED NOW, ~ LIMITS OF DISTURBANCE
PROPOSED POND ~ / EASEMENT ` 13, WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE
PERM. POOL = 1 29.0 ~ / ' _ ~ / ~ ~ , INSPECTION BY ENVIRONMENTAL INSPECTOR. NO ER0510N CONTROL SILT FENCE MEASURES MAY BE REMOVED UNTIL APPROVED BY LAND QUALITY,
BOTTOM - 123.0 ~ ~ ~ ~ ,
, ~ ~ ~ i ~ << , / , , , ROCK CHECK DAM
~ ' - PROPOSED OUTLET , j% ,
2 - 30"0 RCP . _ _ , - ; DISSIPATER PAD
O WITH 13 L,c23 Wx3 D CL.A STONE ~ ~ / ~ ; ~
RIPRAP DISSIPATOR PAD / FLARED END SECTION
' l ~ , 'r , ' INLET PROTECTOR
' : ~ ~ ~ ' ~ ,
SEDIMENT TRAP
~ DITCH LINER
~ ~f ~ ~ ~ I . / ~ I I;
~ / ~ r~ ~ ~ / ~ ARC FILTER BERM
~ ~ ~r,
/
~r. ~~~t~
/
/ / ` ; ' ELEVATION RECAP DIMENSIOf~S DIMENSIONS
~ / DESCRIPTION ELEV. DESCRIPTION DIM. DESCRIPTION DIM,
~ - /
/ ' ' TOP OF DIKE 134.50 WIDTH OF DIKE 10,0' RISER (RECTANGULAR CONC) 9'x3'
' / 1.
PR P 1 ~ 0 OSED CULVERT ; Q~QOWEIR FLOW A (DIKE CL TO RISER CL) 1&.3' TRASH RACK ~ CUSTOM
/ - ~ - ~ r, 2 30 O RCP : , O
' UNDER FUTURE ROAD / ~ / EMERGENCY SPILLWAY OUTLET ~ (2)-30" H
~ / Q~oaSTORAGE 132.67 INVERT IN 127,60
' ~ ~ 1"~ I ~ ~ ~ / ~ i
~ ~ ~ , Q,a STORAGE 132.17 INVERT OUT 127.20
~ ~ / ,
FIRST 1" RAINFALL STORAGE 130.74 L (LENGTH OF RUN) 46'
/ f
~ ~ , LLqq ~ PERMANENT POOL SURFACE 129,00 ANTI-FLOTATION (LxWxH} 11'x5'x1.18'
9 ~ ~ / ~ / ~ ~ , I ~ i i SEDIMENT STORAGE 124,00
Q ~ ~ ~ i r ~ r,~ i r~i ~ I 1
O i ~ ~ F / ~ ORBAY PROPOSED „ POND BOTTOM 123.00
" ~ ~ ~ DRAINAGE ' %
~ EASEMENT ~
o ~ ; / , ;
m i o / ~ ,
N ~ ~ 3 i
~ ' i J ~ O ~ ~
~ ' s ~ a 1/2" WELDED REBAR TRASH RACK U ~ L ~ Y //~i
~ ' ® ~ ON STEEL PLATE BOLTED TO RISER ~ ~ WIDTH OF DIKE
~ ~ SPACED 4" APART T i A
LL ~ ANTI-VORTEX DEVICE i , f
j: u. ~ ; ~ ~ , C - I1~ _134.50 _
0 ' j ' PROPOSED OUTLET ~ ~ - -
[ ~ t 1 I I1 ~ ~ ' 42 0 RCP ~ ~ , .
~v WITH 10 Lx10 Wx9 D ,
- ~ , . ~ 130, 74 ~ ~ ~ CL.1 STONE ~ ~ ~ , FIRST 1" RAIN ®®®®®®®®®m®®®®mm®m® ~ j4'~~
w ~ ~ ' ~ RIPRAP DISSIPATOR PA ~ D ~ ~ , G m ~ , yE~1Ti-SEEP COLLAR SANUVVICHE:D
m ~ - - ~ ~ ; ~ 129.00 v ~ PERMANENT POOL ® ~OV~ SAGE ® LTTWEEN {2) FLANGES WITH GASKETS
~ : ~
o ~ ~ , ~ , ~ ~ - FES - I ~ T~ ~ ~j~ ~ o~
SEDIMENT STORAGE 124.00 a X ~ ~ I INV.
' POND TT 23.00 _ z BO OM - . , 127.20 ~ OUT
Y ~ W P°
~
,
~ ANTI-FLOTATION BLOCK ENCA FLANGED JOINT WITN ENCASE LOWER HALF OF ANTI-SEEP COLLAR IN CONCRETE COVERAGE GASKET & STAINLESS
n. „ ~ ~ ' ~ EMBED CAP RISER 12 TYP STEEL BOLTS
F~
~ ' RISER AR B REL ~ L/2
,
- _
W p'. ae ~i ~ ~ ~,~i , , i ~ ~ ~UD ~ ® i _ I ~I
tIl ~ ~ i~ ii 1
\ r ~ ~ II ~ I I 1. ~l A L T ~
~ II t~ O SCALE: NTS
Q U
d
c~ O
Q
CU
( f ~EV9S10~ DATE EY DATES ruary 24, 2010
~ I ,..I ..y ~ xq
M a GRAPHIC SCALES CLIENT CODE; CIDA
00 WATER WASTEWATER, SET°~ sA, PLANNING, U L~Wl~ ~ 1.1 I JOB NUMBER: 09-145
FIELD BOOK: 842 & 843
fE 10 20 40 CADFILE: 09145-ES.dwg $,!"k POND ~?V-
ASCII FILE: PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 5-Mar-10
~ : PROJECT ~g~ EMENT L , ITE EXPe~
- L [phone] FAX[phone] oFFicEc GREENErvc.cosw ~?M MODIFIED BY: EZ
a _ F,4l1CEYT'S TOWNSHIP HALIFAX COUNTY, NORTH CAROLIN ®AROLINA' 1 " SHEET NO. OF
1 3
44- -080

- 8®FM BafM p~~ 1.._ BeFM -N.,~ - ~ - _ - - , . _ l~
. - BaPM - BmFM - ~ ~ r , , ~ - ; t9
1 r ~ ~ i Q
r ~ ~ r
581 ~ ~ i i i i _ , ~ i
m E6-IP a ~ ~ i r , ; t ~ ~ ' ~ i N
~ , ~ ~ ~ i 1 , ~ , '
r, @~ r, / OJ
i ~ i ~ ~ ~ ~ P~ c ~ r
n ~J i r' , m , - ® ~ SR-1746
I _ 1/2 WELD 1/2" WELDED REBAR TRASH RACK ~
_ c_________ ~ ~ ON STEEL Q- ON STEEL PLATE, BOLTED TO RISER 9'Lx3'Wx3.75'0 0
` SPACES 4' SPACES 4'° APART CONCRETE RISER ~
~ ~ ~ , 11'x5x1,18' CONCRETE BASE ~~'`~f
' ~
1 ~ ,
7° ~ ~
LL I .J . r,. - 30" RCP PIPE
' ' -2+ +23 / Pierces
1+DO TION-~ ' C Crossroads
l~ ~ ~ I ' ~ I ~ / / I I
1 ' ~ ' - ~ ~ ~ I ~ / I I~ _
4 ~ ~ I I~ ` ' / + i / ` / ro I / 1 ~ ~ I II
l / ~ - ~G
O ' ~ - i
~ T i _ ~ ~'r r.~ - 96 6~Y AP SCALE: 1"=2000'
4 ~ ~ rI r " - 30" RCP PIPE
~ / - LEGEND
~ ~ , ~ ® / r a ~ 'I i ~ ~ ~ l~ l 8" DIP _
~ ~ Q / ~ ail 1 I ~ ~ ~ ' - ~ LIMITS OF DISTURBANCE
i \ ~ VAVLE STEM WI' VLE STEM WITH WALL ` . , . , _ ;
V \ ~ ~ ~ / , ~ ; SUPPORTS, VAV PPORTS, VAVLVE TO SILT FENCE
' / ~ : ~ REMAIN CLOSED MAIN CLOSED DURING 1/2" WELDED REBAR TRASH RACK
~ / r,~; NORMAL POND / ` RMAL POND OPERATION ON STEEL PLATE, BOLTED TO RISER Q ROCK CHECK DAM
~ r~~~'r r~ ® / ;fir SPACES 4°' APART DISSIPATER PAD
/ I ~ / TEMPORAR' TEMPORARY POOL 131,35 -
/ ®w~ ® 9'Lx3'Wx3,75'D FLARED END SECTION
~ / s ~ 1 i / CONCRETE RISER
/ ~ PERMANE 11'x5°x1.18' CONCRETE BASE INLET PROTECTOR PERMANENT POOL 129.0
, /i - ~ j / ® ~ SEDIMENT TRAP
~ I~ ~ ~
o / ' , (2)-30" RCP PIPE ~ DITCH LINER
4 f 1 ' / ' ` ~ , ,~r
i 1, . ARC FILTER BERM
~ ~ +O ~ '~h'
! ~ , iflr it. /~,1 f EL=127,60 100-- EXISTING CONTOUR, MAJOR _ ------------I,;I___.--_ EXISTING CONTOUR, MINOR
~ _ ~ 8 DIP AND GATE VALVI l GATE VALVE PROPOSED CONTOUR, MAJOR
' ) ~ ~ ~ ' ' ' ~ WITH TRASH SCREEN i SCREEN `
~ ~ ,f~~ TO DRAIN POND FOR ~ 'OND FOR 101 PROPOSED CONTOUR, MINOR JCE --c-~-~-~-~-~ PROPOSED FLOWLINE
C,-~ MAINTENEANCE o S~CTI ' ~ i 0~~ ' ' ~ ~ C ~o~~o®mo o®mo® DIVERSION
r .q BP / roTO®mroTOTOTO® TEMPORARY DIVERSION '
r ' ~ r. ~ , ~ M ~ EXISTING FENCE
i / , ~ / i r ' / r ~ A PROPOSED FENCE _ _ - _ LIMITS OF DISTURBANCE
i ~ / : i i fry t t ~
® P--~-® PROPOSED SILT FENCE PROPOSED CURB & GUTTER
~ ~ ~ ~IU,~ ~ ~ i - _ g r ~ ~in''';~4` r ~Uy~4 EXISTING EDGE OF PAVEMENT
i i ' 1 ~ ~in~ro - - - _ -'nq << EXISTING EDGE OF DIRT PATH
i r { i 1 ~ f ~ : ii ~ ~ PROPOSED EDGE OF PAVEMENT
d ~T PROPOSED STORM PIPE
O 1 ~ ~ ~ ~ r~ I , . r ~ ~ ~ - 3emsr PROPOSED FLARED END SECTION
, / ; % r' ~y J ;,,i 8. ~
y
t APLEGEND
~ i ~ _ , ~ ~ - - EXISTING CENTERLINE
- - PROPOSED CENTERLINE EXISTING EASEMENT
a ~ r ~ a , ~ - ' - - _
m - PROPOSED EASEMENT
~ r r X11-' ~ ~1 ~ ~ ~ li a ; , ' ~ . , - - EXISTING PROPERTY LINE PROPOSED PROPERTY LINE
EXISTING RIGNT-OF-WAY
~ 140 ~ 140 PROPOSED RIGNT-OF-WAY I PROPOSED BOUNDARY
140 140 140 140 I - - ~ - ~ - - - ~ - - EXISTING WETLANDS LINE
o _ i L_.._____ _ i.._._.
u I
_ _ _ - - ! _ _ _ _ i- _ _ 1. OBTAIN GRADING PERMIT PRIOR TO BEGINNING CONSTRUCTION,
T ~ _ I _I.____- _.j._-_. _ . CONTACT LAND QUALITY BEFORE ANY WORK BEGINS ON THE PROJECT
i ~ ~ ' i ~ 135 ( i 135 FAILURE TO DO SO WILL RESULT IN A NOTICE OF VIOLATION OWNER SHALL MAKE THE NOTIFICATION
135 i FuTU~E ROAD 135 o _ 135 135 ___j.-.______.__ 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR
I-, ~ - I TOP OF D M = 134, 50 m ! ! t ~ -
~ RC 3 'O ~ TO COMMENDING CONSTRUCTION BY CONTACTING ULCO (1 800 ~ CULVE TS _ L-..._ _ 632-4949). ~ ;
m ~ ~ I v ~ i _ ~ _ _ I - 3, LOCATE PROPERTY LINES, LIMITS OF DISTURBANCE, AND STOCKPILE
- i of , a ~ ~ I LOCATIONS.
w ~ I - ~ _ --~M~RARY TORAH ' 1~-,~ -OND_RISE~- _ _ - TEMPORARX ST RAG€-=-11.35-~'0. D _RISER _ ~ ~ ° SEE DETAI; I - - - - - - - - DETAIL ~ ~ ~ ) 130 - ~ 130 4, INSTALL BOTH CONSTRUCTION ENTRANCES PER PLAN.
_ I - - _ _ v ~ ~ (2)-30 ~ RCP CU V S ~ I FORE Y i 5. INSTALL SILT FENCING -THE SILT FENCE SHALL BE PLACED
130 ~ ~ ~ ~ _ , 130 130 ! I ~ . ' 130 OL = 129 0 i PER ANENT PO - - - - - - . DOWNSTREAM OF DISTURBANCE IN AREAS OF SHEET FLOW AND SPOIL
o I i - - PERMANENT P OL = 129,'.0 I , - w ~ j) - _ ~ I ~ I - i I SHALL BE PLACED ON UPSTREAM SIDE OF TRENCH DURING ____..__._i.___.___-__-.. . EXCAVATION ACTIVITIES,
a ~ i REB Y._ , ~ _ _ ;_I - _ ~ ~ OUTLE S
p , ~ , ~ L. - I it z ! ~ ~ ~ I - -_---r----- - 6. INSTALL TEMPORARY DIVERSIONS AND SEDIMENT BASINS AS SHOWN ON ' THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
~ , _ _ _ w I _ _ _ _ _ _ I I ~ _ DEVICES,
Y' i i j U~ - _ _ L _ _ ~ i i BOTTOM OF NORMAL POND = 25.00 . _ _ _ _ _ 125 I 125 7. INSTALL STOCKPILE AREAS.
125 I ~ ; 125 j BOTTOM'~~OF NORMA POND =;125,00 125 125 _ S. PERFORM MASS GRADING OPERATION UNTIL COMPLETE. L--_ ~
~ TTOM 0 ~ SEDIMENI'~, CLEAN~(U 124.0 ~ 'i i OTTOM OK SEDIMEN CLEANOUf = 124.0 ~ _ _ - . - 9. STABILIZE 51TE AS AREAS ARE BROUGHT UP TD FINISH GRADE WITH
v ~ _ , _ _ - - _ __-__._t_ _ _ _ 1~ I ~ 0 i VEGETATION, PAVING, DITCH LININGS, ETC, ENSURE SEDIMENT IS
- i.. i..-_ _ ! ~ i i _ CONFINED AND DOES NOT TRAVEL TO WATERCOURSES.
I _ ~ i____ 10. ANY DITCHES ERODED OR SCOURED AS A RESULT OF CONSTRUCTION - j..'_.------ ~
J i i ~ 120 I ~ 120 INLAND, BANDESEEODED APPROPRII~ATELYORM, REINFORCED WITH SUITABLE
120 ' 120
3 1 20 10 2 11. WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE STABILIZED 0+00 0+50 1+00 1+25 COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR.
12. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING,
0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 2+50 ® ~ h. SEDIMENT BASINS, ETC., AND SEED OUT OR PAVE ANY RESULTING
o ~ ~ a ~ ~ 0 0 0 o BARE AREAS ALL REMAINING PERMANENT EROSION CONTROL DEVICES
~ ~ ~ ~ N ~ ~ ~ M N ~ ~ ~ ~ ~ ~ O M M M ~ M M M M M M M~ O ~ N~ M c~ (SUCH AS VELOCITY DISSIPATERS) SHOULD BE INSTALLED NOW,
U e- r r r r i+~ M M (V 13. WHEN VEGETATION NAS BECOME ESTABLISHED, CALL FOR FINAL SITE
t(J d INSPECTION BY ENVIRONMENTAL INSPECTOR, NO EROSION CONTROL MEASURES MAY BE REMOVED UNTIL APPROVED BY LAND QUALITY,
O
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~ L n , r C R I(3N DATE ®Y DATE February 24, 2010
J ~ ~ ~ u~~` ; ~ ~ ~ GRAPHIC SCALES Jab NNUMB~R; 09 45
M Fd_.~~a MI '.~~~.5 _.Iw ~r tii ~~~~~.~~d.^C_$ ~ 6~b
~ m w SURVEYING, PLANNING, PROJECT MANAGEMENT o WATER, WASTEWATER, FIELD BOOK: 842 & 843
NORTH CAROLINA FIRM L6GENSE: P-01E5 (7 p WET POND CADFILE: 09145-ES.dwg SECo-.--`d'0NS 25 50 100 - ASCII FILE:
~o 303 coLDsBoRo STREET EAST, P.O. BOX 609 wILso~v, N.C. 27893 PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 5-Mar-10
MODIFIED BY: EZ
TEL (252) X37 -s365 FAX (252) 2.aa-7489 OFFICE @ GREErvENG.cor~ FAUCE `u TOWNSHIP HALIFAX COUNTY, NORTH CAROL
a- I 9 CAROLINA SHEET NO. OF
44-B-080

J
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1 1
F
PERMANENT SEEDING SCHEDULE DAM EMBANKMENT m 1 OJ
SEEDING DATE SEEDING MIXTURE APPLICATION RATE Ea-iP SR-1746
{ ) / AUG 25-OCT BEST TALL FESCUE 200 LBS AC o~
FEB-APR 15 (POSSIBLE) i
' SOIL AMENDMENTS ,~o
APPLY LIME AND FERTI I ~ L ZER ACCORDING TO SOIL TEST, OR APPLY 4000 LBS/AC GROUND AGRICULTURAL a
m 'I I LIMESTONE AND 1000 LBS/AC 10-10-10 FERTILIZER,
MULCH
'i APPLY 4000 LBS/AC STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING
TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AN ANCHORING TOOL. - - - . - - _ - - - - --------------1------
I Pierces ( Crossroads
MAINTENANCE ~ INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR USE I I GRA S
SO L TEST OR APPLY 150 LBS/AC 10-10-10, MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
I
NURSE PLANTS ? p ;1~1`y~,~ 1~ ? ~ 1 11 0? p~ ,1 1 PR ~1 0 0 ',~o I
1 1 ? 0 ? """++1 ~ 0 BETWEEN MAY 1 AND AUG, 15 ADD 15 LBS/AC SUDANGRASS OR 10 LBS/AC GERMAN MILLET, BEFORE MAY 1 ~ ° ' ? ? ° ii; iijr ~ ~ ? ° ° : ~o
1' ~1'1 ? ? ? i 1 1 0 OR AFTER AUG 15 ADO 40 LBS AC RYE RA RAIN ° ° i~~.'i ~ 1 ? ; ~ ~ 1 ° ° ° ° / G ss(G ;11111 p?° '1 ~ g ° °
LLg Q m ° i VICINITY AP ~
NOTES; ~ 1 1' 1 ~ 1~~ 11 _ _ ( SCALE: 1"=2000' d\ J
1, PERMANENT SEEDING SCHED E I F R ) P F ~l 1 U S 0 E (TERIOR SLO ES 0 THE DAM AND INTERIOR SLOPES OF THE DAM 11.1 +1.1 ~ ~;ar (FILL EMBANKMENT) TO NAORMAL POOL ELEVATIONS. 1
2, THIS MIX IS USED FROM THE INSIDE TOP OF DAM TO DOWN STREAM TOE OF EMBANKMENT. / LE D /
1. / LIMITS OF DISTURBANCE
11 111 /
° 1 1 ° ? ° ~1 Q 1 1I 11 1~~~ Q~~~ ~ SILT FENCE
I ? ° ? 11. ~~A~~~~ ~~~~®UL~
11 / ROCK CHECK DAM /
SYMBOL COMMON NAME BOTANICAL NAME TOTAL ~
AN IT ~ QU T Y ° ° ? ? 0 0 ° / DISSIPATER PAD 0 0 /
1 1. ~ o 1 .111 / FLARED END SECTION
~ 11 11.1. ? ? ° /
$ I 111 11 ~ ~ ~ FOXTAIL ALOPERCURUS HOWELLII 420 I / INLET PROTECTOR
11 11
1 11 ® / SEDIMENT TRAP
BLUE FLAG IRIS IRIS VIRGINICA 450 1 ~ 11 b ~ o a ? ° yy~~~ ~ /
? ? ? D ° ? ? ? ~"8. n~~ / ~ DITCH LINER
~ a ? ARROW ARUM PELTANDRA VIRGINICA 330 ~ 11 ~ ~ /
11. 1. / ARC FILTER BERM ® /
111 1 ~ ~t ~11 ,+1 ~ / 100-- EXISTING CONTOUR, MAJOR
o ~ LIZARD TAIL SAURURUS CERNUUS 360 1 ~ +1 Q 11. / -I~_I---- EXISTING CONTOUR, MINOR
1 jx ~ 1 ~1 p ~ ~ PROPOSED CONTOUR, MAJOR
1 ? 1 ? ~ o / 101 PROPOSED CONTOUR, MINOR
GRASSED AREAS 11 0 ~ 1 ~ o PROPOSED FLOWLINE / ~+D®9D8oDD~App® DIVERSION
1~ ° ~ p~ o o ~ 11 1 ~ ~ ~rD~rD®am~rD~ro~m® TEMPORARY DIVERSION
1 ? o 111. 111 p / --x x x EXISTING FENCE
? / 1.11 1 / ~ PROPOSED FENCE
1 11 / ~ _ _ _ _ _ _ _ _ LIMITS OF DISTURBANCE
/ ~ - PROPOSED SILT FENCE
SHALLOW WATER AQUATIC / LL / / - PROPOSED CURB & GUTTER
HERBACEOUS m / EXISTING EDGE OF PAUEMENT
PANT I / L S / / EXISTING EDGE OF DIRT PATH / PROPOSED EDGE OF PAVEMENT
r FOXTAIL 4 CUBIC INCH 24 O.C. I / BLUE FLAG IRIS CONTAINER / - 3~1 PROPOSED STORM PIPE
ARROW ARUM ~ / ~s~~ ---Q PROPOSED FLARED END SECTION
LIZARD TAIL /
~ / SAP LEGEND
I RASS / G - EXISTING CENTERLINE
- - PROPOSED CENTERLINE
i Q i _ - - - - - - - - - - - EXISTING EASEMENT
i - - - - - - - - - - - PROPOSED EASEMENT
i N ~ - - EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY
I O PROPOSED BOUNDARY
N I rr i - - - ~ - - - - EXISTING WETLANDS LINE
~J ~ ~ O ~
U ~ G~ /
0 o J
@~' i G T 1, OBTAIN GRADING PERMIT PRIOR TO BEGINNING CONSTRUCTION. CONTACT LAND QUALITY BEFORE ANY WORK BEGINS ON THE PROJECT
FAILURE TO DO SO WILL RESULT IN A NOTICE OF VIOLATION OWNER
~ m ~ SHALL MAKE THE NOTIFICATION.
c o ®P 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR
o, I,u / 5 / ~ TO COMMENCING CONSTRUCTION BY CONTACTING ULCO (i 800 632- 4949).
a~ v ~ ~ 3, LOCATE PROPERTY LINES, LIMITS OF DISTURBANCE, AND STOCKPILE
c ~ ~ Q~ C LOCATIONS.
W 4. INSTALL BOTH CONSTRUCTION ENTRANCES PER PLAN.
C ~ i /
C~ 5, INSTALL SILT FENCING -THE SILT FENCE SHALL BE PLACED DOWNSTREAM OF DISTURBANCE IN AREAS OF SHEET FLOW AND SPOIL
L 0 / SHALL BE PLACED ON UPSTREAM SIDE OF TRENCH DURING
Q ~ EXCAVATION ACTIVITIES.
O 6, INSTALL TEMPORARY DIVERSIONS AND SEDIMENT BASINS AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
Z W DEVICES.
Y I 7, INSTALL STOCKPILE AREAS.
I
U 8. PERFORM MASS GRADING OPERATION UNTIL COMPLETE.
N " a°a° 9. STABILIZE SITE A5 AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC, ENSURE SEDIMENT IS
0 • ~ d CONFINED AND DOES NOT TRAVEL TO WATERCOURSES,
10, ANY DITCHES ERODED OR SCOURED AS A RESULT OF CONSTRUCTION
0 J SHALL BE RESTORED TO ORIGINAL FORM, REINFORCED WITH SUITABLE
LINING, AND SEEDED APPROPRIATELY.
3 a 11, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
W COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR.
i(l 12, IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETC„ AND SEED OUT OR PAVE ANY RESULTING
m BARE AREAS ALL REMAINING PERMANENT EROSION CONTROL DEVICES
O (SUCH AS VELOCITY DISSIPATERS) SHOULD BE INSTALLED NOW.
O 4 U 13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE
Ul INSPECTION BY ENVIRONMENTAL INSPECTOR, NO EROSION CONTROL MEASURES MAY BE REMOVED UNTIL APPROVED BY LAND QUALITY.
d
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~ p~~,~~ii~-.'7~r; . ~ a'r ~EViSI®N DATE ®Y DATE February 24, 2010
_ ~ ~i a~a~~ GRAPHIC SCALES CLIENT CODE; CIDA
~ _.1~,. ~_~--~a ~ ~~t.~~~~b~,~ .w L~ i :tea
L~ a JUb UMbLtl : U~) 14~D
00 WATER, WASTEWATER, SURVEYING PLANHNG PROJECT MANAGEMENT _ a FIELD BOOK: 842 & 843 o 25 50 '00 Po~-" CADFILE: 09145-ES,dwg
s . NORTH CAROLINA FIRM LICENSE- P-011 a L j i =r ASCII FILE: PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 5-Mar-10
303 GOLDSSGR® STREET EAST, P.®. S®X 609 WILSON, N.C. 27393 0 MODIFIED BY: EZ
TEL ~2~2~ 237-5365 FAX[phone] OFFICE @ GRE NE G.COM 9 tl ~ ~ ,;,PL'W '
o NORTH f a COUNTY, ~~G~ SHEET NO. ®F
44--_-080

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GRAPHIC SCALES CLIENT CODE: CIDA
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w L -W U L2-3 WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT 0 FIELD BOOK: 842 & 843 DRAINAGE EXHIBIT a 30 sI 7I CADFILE: 09145-DA.dwg
7; ASCII FILE:
NORTH CAROLINA FIRM LICENSE: P-0115 303 L®S ®R® STREET EAST, P.O. SOX 609 WILSON, N.C. 27593
PHASE 11 & III PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 5-Mar-10 MODIFIED BY: EZ
U TEL[phone] S=AX [phone] OFFICE ® GREENENG.C®M ~
FAUCETT'S CAROL 9 L9F 9 N RTC ° I CAROLINA SHEET NO. 1 o>=
a
44--080

Drainage
Sed and Erosion
l~
~ ~ RESER'S SITE EXPAN31®N I ~~i ' I t9 Q
I I , SEDIMENT BASIN C~LCl7LATI~NS ` ` '1 I ' r l EXISI1NG CO
' n ~ , YI Y , EXISI1NG CONDI110N5 REQUIRED PROPOSED TST CHECK
~ u i ®ASIN L ELup ELdown H tc C 9 1~ C Q h I Adralnage Q10 Adisturbed Areq'd VOLREQ'o L W H A VOL L,~If TYPE Q1oo Hdrroing
; i r ~ ft ft R ft [min] [1 [min] " , [infhr] [Ac) [cfs] [Ac] (ft2) ['83] [n] [nl [821 [Hal [cis] [ft] ~
~ ~ T#1 492 143 137 6 .~4 0.35 19m ~ TS • I , ~ ~ ;'i ~ 5.04' 0.35 195 ` 22 7.21: 2.77 ~8: 2.77 ~ 3t1~8 5.,. 2 80 4D 3.5 3Z0 11 10 RIP-RAP 9.3 0.45' ~
~ 'I , ~ I ~ ~ 1ST#2 368 143 142 1 7,1~ 0.35 9~ `I r- Y _ - TST#3 307 140 138 2 5.00' 0.35 19 7,18 0.35 195. 22 6.68 3.50 8.19 3.50 35.65 12600 86 43 3.5 3698 1243 10 RIP-RAP 10:9 0,51 J~ S.Ob ' 0.35 195 22 7:22 3.29 8.32 3.29 3623 1 X844 86 43 3.5 3698 12943 10 RIP-RAP 11.1 0.51' ~
1 I `I I I i Y ' ~ r i 702 140 128 12 '5.32 0.35 19 I Y TST#4 5.82 0.35 195 `22 7.01 5.61 13.76 5.61 5995 20196 110 55 3.5 6050 211?5' 10 RIP-RAP 1s.~ o,7z g SR-1746
Y % 5 gs ~ TST#5 368 143 142 1 '713 ' 0.3 9 \ I 718 0.35 195 22 6.68 3.50 8.19 3.50 3565 12600 86 43 3.5 3698 12943- 10 RIP-RAP 10.9' 0,51'
r ' , i ~ ~ i ~ ~ , , ~ TST#6 3~ 136 128 8 'S 00 0.35 19~ 5 00 0.35 195 22 7.22 1.70 4.3q 1.70 1822 6720 62 31 3.5 1922 6727 10 RIP-RAP 5.7 0,33
ss~z I ' Y _ r ' - ~ - ' ~ , ~.O
~ ' 131;79 ~ ~ _ . , °B-iPenl - I u.~s-r`,c ~ -Harm - .e, _ _ .
' ~ ~ ~ _ ~k - - - _ ` ~ FM =_~°~i thi j _ _ _ ~ t ~ 7 ~ >i l
- ~ ~ i ~ - - 1--.% _ ~ ~ ,
~ - I ® ~
rZ ~ r 1 _ `I ~'1
' ~ TST~6 . , ~ ~ ,~o ~ _ _ _ _ . _
~ 62'x; F ' B IP UI 135 h Ir I ~ 1 ~ :IIII I I w ~ - Y _ I i I I I ~ ~ , i' 62X31 ~ n- - ~ 1 ~ - ~ i ~ IerCeS , , c7>
21+00 22+DU: ~ lYi II I I--------I---- 5 ' ~ ~ ~ , , ~2 ~ ~ , rossroads ~ ~ ' ~
9 00 2D 00 ~ ~ ~ ~ i I ~ I -~00 I - , ~ %
_I. I ~ I i I ~ I [ I !r I I I / / f// / / I I ^ it ~ \ ~ / Y /
I Y I4 Ii ~i~- rl ~ C ~ - ~ ' it li I IYI III I ! ` i~ / l ' / ~ _ I ~ y
\ 1 II ~ III II ~I I r II I r i I ~ ® o i I - ~ . ,~y5 ~ ~
~1~ rr ' r ~ ~ I1 ~ ~ i I i ~i ~ ' { ~ I \ e~ ~ I ~ I 1. r ~ i I I ~ Ilrl r5 r I ~
, i ~ s - i~ S r it I - ~ p I ~ I~I i ! r . , ~ - ~ ~ V9CI~°~-1' MAP
I , _ _ - ~ SCALE: 1"=2000' ~ ~ -
~ ~ ~ ~ ~I it lY li dill i II ! ~ ;'!Ir ~r TST~1 I I ~ ~ I ' ~ "~I i I- ~ I ,I i II ~Y I I III I ~ I III Y i III I~ I 1 a ~ ~ I I
I ~ ~ ~ i ~ 80 x40 ~ J I , I,I I I ~ II,, ~ ; ~ I I,I II Y ,III1~ ' ' Ilrri ~ ~ ~ I _ LEGEND '
i ; 1 ~ , ~ I I, ; Y ~ VIII I ~ ~ r l l;r; II, i ~ ; II I i ~ I II I I~ I I 1 LL ~ il~rl ~ . ~ I I I I i I ~ ; , l;l '~i~l~ g ~ ~ - ~ , ~ ~ ~ a~ ~ LIMITS OF DISTURBANCE
5 x ~ I I 1 ~ ~ i I I I ~ I r I ~ ~ ~ I 1 11 ~ I ~ I I ` I rl l;r ~ 1 _ I I I I I I I I~ ~ I ! , I r l•'% ~ . ~ - ,
, - ~ I i I i , I III , ~ ~ ;,,~1 ;;1<< j , ~ ~ , ' SILT FENCE
I II I I it I~ II 1111 ~ ~ I~ ~ i ;',v~ rl I I it .,,I I { II I !II ~ 1 ~ ;r ;~'~~iil r I 11_ I I ~ f i I II I III ~ ' IY r I~~I ® ' ~lri~ I r ' F~'~ 'i o ~ ~ , i ~ i r~ ' i i ~
' i I~ f I 1 I r 1 r ~:1 I:, I I I ~ ~ ; I r r i' ~~li'~ IIII ~ i li iili ` ` II ~ I 1 ii~~ I, ~ ~ ~ I,' ; ~ ; ; ~ ~ ROCK CHECK DAM
j I~ I ~I I I i i I I; i l l I~~ , r ~ I i! 1,. _ _ - ~II I I - F ~ I, .l I I I _ 0 I I III 0 I
I 1 II I;I i - I I I III I i t , , I ! i I , I i I I I t ~ I I /r I' i 1 I 0 I l I ~ II I ill I ~ I 1111JJ III I I `1 I el I ~ rl~" ~ _ ~ DISSIPATER PAD
I II ~,V III i / I IIII ill~l I I ~ ml I ;i. r. 1 I. I~I.Ii - '117 1 IIII 1 VIII I I I I ~ l
r I II'~ l;ri I I AQ I IIII 1 I III I I I I I ! .:''i~.'~~ I I I I ~ ~ ~I III f I 1 1 I ~ :ii i ! i I / I I I I I I I I~ t / .1 I I 111._._-- ~ ~1r1 r i I IIi rl I III I I i i I I ~ M"' ; ~ ] ~ - ~ FLARED END SECTION i R !
i l ,;r ~,,,I ,II , C I I ~ I ;I ~ I ~ I I I ~ I I - ~ ~ _ INLET PROTECTOR
it I- o ~rI,I . , I.I r o r I ~ , ~ ~I ,IIII .1 ~ I I ~ I r;~, III, I r , I, , I ~ ! i i ( I III 1. I ~ I , 1 l 1~ ~ , i ~ i~ ~ ~~~'~~~1 I ( ~ 11,,,
1 ~ ~ ~ ; ~ I III I I Ill . I I ~ I h I r l_. I i ; ~ ~ I II I I 1 I II I r I ~ I I ~ . ' ~ ~ ' ~ ~ ti I ~ ~ ; ~ _ ~ SEDIMENT TRAP ~ ] ~ _
r,l` ~ l I r i I ~~~I~ ~ ll~ I I i r I ICI 111 i . ~ / ~ I I ( I I I Y III ~ I ~ ~ 1 I ~ 1~ , ;!!r i~ r t l I I I II I i ~ 1 ;rd,~ , i ~ ~
~ I , J/ I III I~ I ~ ~C~ ~ d , ! ~ ~ \ ~ ~~a'"'°'°' ~ DITCH LINER
I f 1 A r ~ I I III I i i - 1 ~ I ~ o , ~r I . , ~ , l , .i r ,~~1
I ~ I ~ ~t, 1 , I ~ r 11 ;11 , - ~ ~ I ' - _ ~ ARC FILTER BERM
. ; ~ I I , r I,r I Ir I ; ~ ~ ~ ~?r~ ~I • r ~ ~ b _ _ -
,I ' ~ I I r r ' ir'' TST~S ~ ~ ~ T ~;'r , r~ i i ,,~-...f~ I , -r _ r ~ IIJ
f ~ ' 'I I . 86 x43 ` rr _ - p~ rI rr I 1 ~ - _ , I I r o I I r I I; , , ~I uJ~ ~ri_ ~ I 1 I~Y`F~ a ~ - -
I ! I ~ 11 rr II - i~~1 _------I~--' - _ - _ ----,u'- " ~ T nu _ _ ~ ~ ~ - PHASE II: SITE CONSTRUCTION
r ~ I I r f I ~ 1 i I ~ I ~ - _ r ' - _
~n +'~iiil Irl ~ ,r ; ~i I ' ~ l~ `7, _ ~ \1 - - I <b I II17r II 1 I 1 I I I .r - r _
1 I ~ I r 11 i ® I; ! ! I I I Ir I ~ I TY DISSIPATER PAD VELOCI ' ~ 1 ~~rl ~ rr rr ' ~ ' I r ~ ~ u 'ER PAD - _ A. TsT #5 coNSTRUCTION.
I ~ I I l l y I, r~ ( : 1 x 36 I I „I I I . ; , 40 x 5 I I ~ I I nr r ~ ~ I - 1. CONSTRUCT TST~S PER PLAN AND DETAILS UNTIL COMPLETE.
- I . I Ir r I ~ _ , : WITH CLASS 1 STONE - :•7j I' I I ( r T I III Ir I I ! ( I I 1~~ i ~ ,i ~ tl )NE 2. RE-ROUTE TEMPORARY DIVERSIONS PER SHEET EC2 OF 2.
_ r r I ~ ' ~ ~ ~ o I p1 t1 I I r , r i, _ -'ir~r I I r I rN rl,I I I ' ">r~ r r ;.'9~ (13 D50) 3. ONCE TEMPORARY DIVERSION PER SHEET EC2 OF 2 ARE
- ~ iiI 11 I l ! ~ `R.~ ~ I III li , ~ i I I. ® I' ~ r `I I r i o r Irr I r , I ; 7~ ' iii`'.' r~ ' Irr I - I I I ~r I I I I 1 }l' r~rr ; ~ _ COMPLETED, RESIZE TST#4 TO TST#6.
IIII f / ~ - r I ~r I i I I I I "'F ~ 7! ~ l ~ 1 't ; I ~ rrl r r ~ _ _ - - - ~ ~ ~ 1 ij ~ ~ rr r ~ I I , ~ , ~ ~ ~ ! ~ u r ~ _,t i I .,1 r r~ ~ ; ~I it r' ~ I I 1 ~r ~i; I' B. INSTALL STORM DRAIN PIPING IN PLACE OF STREAM AS SHOWN ON
I ! I ~ ' I 11 I I r i r' Ir I ' ail r I r~ Y I ~I r I i I +~~11 r rr i ill i Ir ;Ir~r ~"-"..---,a__ I r ~'.~L`' ~~r"~ SHEETS G1 & G2 OF 2 AND EC2 OF 2.
!r i r Y 1 0~ ~ Ir I ® f(~, ~ s 111 ~ 'I ri ; AREA TO REMAIN UNDISTU'' i HATCHED ''AIN UNDISTURBED 1. INSTALL PUMP AROUND PER PLAN ON SHEET G1 &2 OF 2
~''r ; r r I~ II r I I¢r~ ~p Y ~ I l 11 , I E 1, ~ R UALITY CERTIFIC~ ~ ; , ! POSS BL I 11, I ; , y , t UNTIL 401 WATE Q a ITY CERTIFICATION IS AND DETAIL 31-25-30.
!~r r Y _ Y I II II;r Y r \ ~~h i1\'~~'~ i' I ~'I!` - ! STOCKPILE- 1, I ~ Y ~ ~ - I RELIEVED FROM NCDENR DIVISION 'I Y I Y I ~ I I, I I ~ N I I~ ;1 ~ I I ' l~'~1," ril r d -DIVISION OF 2. CONSTRUCT STORM DRAINAGE PER SHEETG1 & 2 OF 2 TO
,I ~ LOCATIO I ~ i POSSIBLE i ~ I WATER QUALITY, r ! I 1~ II 6 ,.Ir i ~ I ~ rv III • I I b REPLACE STREAM.
~ STOCKPILE I ,1 I I I l,r,~ - r ~ I 1 ~ ir' r ~ I I ~ 1 3 r r i, I ~ I
:'i;;~~ r r ! I ~ it r I I I ~ I I;. ' ~ Y I,I r, I , LOCATION , 1,~, „ I I . I , I 1 kJ II r 1 I Y ~L.. / I ~ I r', 1 I ti 3, Contractor shall install drainage 60" droinage pipe along east
i,'1;% /y ~ ~~.I~ If Ir , ~ I 1 Y r II I' 'I I ~ r ~ - - - _ ' 1 1 11 I I i ~ ~ ~ a r i side of site under dry conditions,
I ~J I lI r I I II ~j II j r ~ I I Y \ ~ i~ I Y r I I ~!r ill r/ 1 ' f I ~ i ~ V 11 ~ 1 1 11 11 l i 4, Contractor shall install drainage pipe outside of existing . stream first.
~ I 11 I I I I~ I I I ~ ~ 1 ~ , 1 1 l l, mI' ~ i. t ' Q I I ; tt 1 ® i t - 1 /i
' Ii / II r I I rlQi 14'1 1 r .1 / _ ra4 U I I I Q 1 I I I l / ~ I u' ~ ~ , l . , , ~ , ~I ~ ~ r,~ 5. Contractor Sholl install two pump grounds in accordance with the provided pump around detail. The first pump around
CONSTRUCTION 111 shall be installed in the stream upstream of DID 14 with the
. I ! ~ IhrJ ' ~ ~ ~ ENTRANCE ~ " ' ~ II Ir r I I I 16;1 I _ I ~~~rl , r I I I discharge from the pump around discharging inko TST# 5. Contractor shall then construct drainage line from DI# 14 to
~ ~ l i l r ' . r~ CONSTRUCTION ~ ' I ~ I~; ; III ENTRANCE ~ I . I .1 ; FES ~6 and associated energy dissipater pad.
/p 1 ~ ~ ~ ~ , / ` r 1011 r II , 1 V it I ;j• ~ ' I r ; 1' C , r ,il 11 , I _ .1 II ~ ' u 1 i ~ 6. Contraator shop install second pump around at the location
gg n I / r 11 q I II ~ n I , I ~ I I II I I I I I of CBS 4, This discharge will be pumped around the work
~ ~ ~ ~ ~ I I I i l ~ ~1 ,I I!, i I~. I I I ~ r 11'i 1~ I' I and into the existing stream where pump around ~2 will take the water to TST#5, Contractor will then construct remoining
- y ~ i ~ ~ I I~ I I' Y I l 11 r i i kR ~ g~ I I ~11 ~ 1 1 I U ~ ~ I storm drainage (FES# 5,CB~ 5 and remaining piping).
I 1 ~ I I I I I~ II I ~V ~,f 1 ~ r 7. Contractor shall remove all pump around operations and begin
I ipI l I ' I l Y N! I I I I ~ 1~ r 1~ ~ i ~ I I I I I~ I I I f l •1 to fill the stream.
~ I I I r II ~ 'I 1 ~ 1.r: .0 I i I I i i ; 'll i 1 ~r(J
i ~ ® i I II II _ ~ _ I. ~ J 4j. ~ ~ 1~ ~ I~ I I. I it 11 I ` 1 ~l I I I i I .~I C i t I i , I Ii v 1 1~ I C. WET POND CONSTRUCTION.
I '~~a- 0 I I ~ ~ , I IIII 1 ~ r .t ' ; t\ ~ ; . I I' ~ I I, ~ ~ 1, .1 I ~ ~ I ~ I I ~ ~ I~i j I1 l,l~ ~ ~ ~ I r ,NIL ~ rl ~ i
C I I i~ r' ~ ~ I I I I I n ~ 1` . t I i 1 ~ I I ~ ~ ~ ~ I ~ 1. CONSTRUCT WET POND PER SHEETS WP1, 2 & 3 OF 3 UNTIL COMPLETE.
III 7.I I ~ N I I i ~t III I ~ ~ / ` ` /y ~ a I' _ ~ C I I / J it ~ II, r ~ 1 ~ {~1 nj~
II 01 t ' I l i { ~ I ~ ~ v I I I ~ I. ~ 11\ I C I I~ 1 1 i~ I ~ v, f l r f< 2. STABILIZE WET POND.
/ - ~ , I i. I I d. X11 7 I ~ I t D, CONSTRUCT SITE.
~ ' ~ I III (1 IIII ~ ~ li I.. ' I 1 ~ L RE-ROUTE TEMPORARY DIVERSION PER SHEET EC 2 OF 2.
r i IIII p I r Y ~ C~ I I I I ~ ~Y 'i 1 , i I~I II ~ 1.44 _ I~ I S'`<. - 2, REMOVE TST#3,
r I ~ ~I III I NN ~ 1 1 I L_ _ ~ ! ~ r i o I j1+ I II I~ ~ ,1~ I 0 ~ I r ! I V I I I I! 1 r) ~V ~ ~ A P.,~. I~ ~ j I 3. INSTALL SITE STORM DRAINAGE PER PLAN ON SHEET EC 2 OF
Z ~ l I I !IIII I I i, , ~ ~ Zhu, ~ I I~ ~ _ I W ! r i I Y I 1 1,' I r i ~ . I I ~ II _ ~ ~ 1' 1 2 UNTIL COMPLETE.
I ~ i I 11 I ~ 4 / - 11i I I! I r ~ r; r {ft 4. PLACE INLET PROTECTORS AS SHOWN ON SHEET EC 2 OF 2,
y' f a P I I I I I 145 ~ I 7 ,i ~ ~ ~ . 5, COMPLETE CONSTRUCTION OF THE SITE,
Z r ~ ~ _ 1 I I ~ ~ 1 Q ` r~ ~ l I - _ 1 L ~I11 I 1 w TST 2 r - r ~ ;
;r~ ~ r ~ I" ` ° r 11 i I i 140 r TST7/~/~ 'I ~ ; 1 ~ r ~ I ~ ' I IIII ! ; 1 _ 11 i r c S6 x4 I ~ ~ o ~ ~ 86x43'' 1', "I 1 IrI 6. STABILIZE.
~ l I ~ J ~ 1 1 t V - 1 1 Al ' ~ i - ~ , : I r I i 1 t I u~ 141 - ~ 1'1 III I E, AFTER COMPLETING CONSTRUCTION OF THE SITE
'~d"'~.--c ',r t ~ ~ 142 - _ ~'`~ti' I I L WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE
,r r ---~--~--<--<--~-~s-_ - ~ STABILIZED COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. CALL THAD VALENTINE (919}
a - a - ~ r' ~ I ~ - - 1 - 791-4200 WITH NCDENR LAND QUALITY.
N I' 1__,_ 1 _ ~ ~ 2. IF SITE 1S APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
iA9 - _ - ' t~.~ mod. ~d,9_~.6~..~' : II) _ FENCING, SEDIMENT BASINS, ETC., AND SEED OUT OR PAVE
rn / ~ ~ t , o nn , ,a ~ , _ b s ~ ~ ANY RESULTING BARE AREAS ALL REMAINING PERMANENT ~ EROSION CONTROL DEVICES (SUCH A5 VELOCITY DISSIPATERS)
n0 ~``%g - Q ~ ~ SHOULD BE INSTALLED NOW,
C] - ~ ~ l r ,i ~ 3. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL
I _ _ _ _ SITE INSPECTION BY ENVIRONMENTAL INSPECTOR. NO EROSION
m ' ----L---- CONTROL MEASURES MAY BE REMOVED UNTIL APPROVED BY LAND QUALITY,
0 a
U 4. TST#5 IS INTENDED TO BE WET POND FOREBAY. ONCE SITE IS COMPLETE REMOVE SEDIMENT IN TST#5 AND CONSTRUCT
v FOREBAY ACCORDING TO PLAN,
O
Q REYISI4N DATE ®Y DATE March 5, 201®
I - - - - - . GRAPHIC SCALES CLIENT coDE. cIDA '''I JOB NUMBER; 09-145
sd - ~ i. ~ uE~~'U
FIELD BOOK: 842 & 843
OREt=N 0 30 60 120 CADFILE: 09145-DA.dwg
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT ASCII FILE:
o PLAN & PROFILE (HORIZONTAL) LAST MODIFIED: 5-Mar-10 Z 08 7-
MODIFIED BY: EZ
~ 0 ~ Ili NORTH CAROLINA FIRM LoCEN : P-0115 SITEa 303 LDsBoRO STREET EASE, P.O. 80^ 609 WILSON, N.C. 27893 TUDHASE 11
TEL c252> 237-5365 FAX t252> 243-7489 OFFICE c GReENeNG.coM F,4UCET1°'S TOWNSHIP HALIFAX COUNTY, NORTH CAR CAROLINA SHEET N0. EC20F
44-B-080

~ a
~~a
SEED~~G Q~ER~.} ~EMPOP,~~Y SEED9~G ~~LL QP~
NARRATIVE SEEDING MIXTURE SEEDING MIXTURE PROJECT DESCRIPTION ~ h 5o MiN
SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE} THE PURPOSE OF THE PROJECT IS TO PERFORM MASS GRADING FOR AN EXPANSION TO Q~~
AN EXISTING INDUSTRIAL FACILITY. TALL FESCUE 120 (MIN.) RYE (GRAIN) 120
PENSACOLA BAHIAGRASS 50 THE TOTAL DISTURBED AREA (WITHIN THE DISTURBED AREA LIMITS) IS 15.16 AC. SERICEA LESPEDEZA 30 SITE DESCRIPTION
KOBE LESPEDEZA 10 SEEDING DATES
THE PROJECT SITE IS CURRENTLY BARE LAND BISECTED BY AN EXISTING ROAD. IT IS SEEDING NOTES MOUNTAINS-AUG. 15- DEC. 15 OCCUPIED BY MOSTLY SHORT GRASSES EXCEPT FOR AREAS OF BRUSH DELINEATED BY P~ 6" MIN.
COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC. 30 THE BRUSH LINE SYMBOL ON THE PLANS.
1• FROM SEPT. 1- MAR• 1 USE UNSCARIFIED SERICEA SEED, 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE, SOIL AMENDMENTS ADJACENT PROPERTY „ 2 -3 COARSE AGGREGATE
3. WHERE A NEAT APPEARANCE 15 DESIRED, OMIT SERICEA AND INCREASE KOBE NOT APPLICABL GEOTEXTILE FABRIC TO STABILIZE FOUNDATION
FOLLOW SOIL TESTS OR APPLY 2,000 LB ACRE GROUND AGRICULTURAL LIMESTONE AND E' TO 40 LB/ACRE, / 1,000 LB/ACRE 10-10-10 FERTILIZER. SAILS
NURSE PLANTS - GRgDE P CIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ~~,C~'
MULCH SOIL TYPES ARE SHOWN ON THE USGS WEB SOIL SURVEY MAP PROVIDED IN THIS BETWEEN APR. 15 AND AUG. 15, A00 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUBMITTAL. _ _ ,-DIVERSION RIDGE
SUDANGRASS• PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB/ACRE RYE (GRAIN), APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING - _ ~ PUBLIC ROAD
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE . SEEDING DATES USED AS A MULCH ANCHORING TOOL, i-=Ti=1l l~ _ _ ~
PLANNED S&E CONTROL PRACTICES GEOTEXTILE FABRIC ~`Ill-'~Ilvill,=ljj~=m=°m- I ~~ill_ill=1
BEST POSSIBLE MAINTENANCE CONSTRUCTION ENTRANCE -PRACTICE 6.06 EARLY SPRING: FEB. 15- MAR• 20 FEB. 15- APR, 30 iIL~I11_III~I Ilf_III_I11.=111_III_AI=11 ~ -
FALL: SEPT. 1- SEPT. 30 SEPT. 1-OCT,31 REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY, TOPDRESS WITH 50 ONE CONSTRUCTION ENTRANCE WILL BE PLACED ON THE SITE ACCORDING TO THE hi II_I i
LB/ACRE OF NITROGEN 1N MARCH, IF IT IS NECESSARY TO EXTEND TEMPORARY COVER EROSION CONTROL PLAN AND DETAIL 31-25-01. APPLICABLE AT ALE POINTS OF INGRESS ~ EGRESS UNTIL SITE IS STABILIZED.
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL SILT FENCE -PRACTICE 6.62 SOIL AMENDMENTS PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH, FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. '
SILT FENCE WILL BE CONSTRUCTED ACCORDING TO THE EROSION CONTROL PLAN AND APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 DETAIL 31-25-02. NOTES:
LB/ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) ~EM~®~Y SEEDING UVIC~~E~IEA~~Y SPRIPJG IV R I A. 2"-3" OF BASE COURSE AGGREGATE SHALL BE USED. PAD TO BE 50'L x 20'W x 6"D
} D E S ON DITCH -PRACTICE 6.20.21 AND 1,000 LB/ACRE 10-10-10 FERTILIZER. B. TURN)NG RADIUS SllFFICIENT TO ACCOMMODATE LARGER TRUCKS IS TO BE PROVIDED.
DIVERSION DITCHES WILL BE CONSTRUCTED ACCORDING TO THE EROSION CONTROL PLAN MULCH ~ SEEDING MIXTURE AND DETAIL 31-25-24. C. ENTRANCE(S) SHOULD BE LOCATED TO PROV)DE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS.
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE SPECIES RATE (LB/ACRE) SEDIMENT BASIN -PRACTICE 6.60.1 D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO
MULCH_ ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY RY THE SEDIMENT BA IN STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND.
CRIMP LNG WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY E (GRAIN) 120 S SWILL BE CONSTRUCTED ACCORDING TO THE EROSION CONTROL ANNUAL LESPEDEZA (KOBE IN PIEDMDNT PLAN AND DETAIL 31-25-20. E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL AND COASTAL PLAIN, KOREAN
MAINTENANCE IN MOUNTAINS) 50 LAST REVISED: DETAIL
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, OMIT ANUAL LESPEDEZA WHEN DURATION TEMPORARY COVER IS NOT TO EXTEND JANUARY 8, 2009 CONSTRUCTION ENT NC 31-25-01 BY; EZ
ACCORD- LNG TO 501E TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER, BEYOND JUNE, SCALE; NONE SHEET 10F 1
MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, SEEDING DATES AND MULCH DAMAGED AREAS IMMEDIATELY.
MOUNTAINS- ABOVE 2500 FT: FEB. 15 -MAY 15 8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
TEf`1~P®~ARY SEE®~~~ 5~91~~E~ BELOW 2500 FT: FEB• 1 -MAY 1 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE: FENCE ~ MIN. 12-1/2 GA.
} PIEDMONT JAN. 1 -MAY 1 COASTAL PLAIN - DEC. 1 -APR. 15 INTERMEDIATE
SEEDING MIXTURE WIRES
SOIL AMENDMENTS SPECIES RATE (LB/ACRE)
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB/ACRE GROUND AGRICULTU AL MIN. 10 STEEL POST
GERMAN MILLET 40 LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. GA. LINE WOVEN WIRE
IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAY MULCH TEMPORARY LINER 'Y LINER WIRES FABRIC
BE SUBSTITUTED AT A RATE OF 50 LB/ACRE, WHERE REQUIRED APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT NETTING, QUIRED SILT FENCE
SEEDING DATES OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIG T CAN BE
USED AS A MULCH ANCHORING TOOL. MOUNTAINS- MAY 15- AUG. 15 GEOTEXTILE
PIEDMONT- MAY 1- AUG. 15 MAINTENANCE / o _ _ _ _ _ _ _ _ _GRADE FABRIC ~ ITIII~I'ill IIII-~ II~III I III MITI-~i, ~ Ii~li 11-1~;~~1 8~;1~1-11r1~~IIfTIIITIIfl 1~i-11;1111 T~~~~ _a
COASTAL PLAIN- APR. 15- AUG. 15 J Q
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE A MULCH ~ SOIL AMENDMENTS IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, ~ ~ ~ FILL
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE ~ GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. ~ ~ -I i~ SILT FENCE FABRIC _ >T N z SLOPE III IG INSTALLED TO SECOND ill ~ ~
. ~ h~~ ~ / r ~ LI L -li i- WIRE FR i i(i N
MULCH Fm_>n~ OM TOP -1i= i=
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING 1, CONTACT LAND QUALITY BEFORE ANY WORK BEGINS ON SITE. 3 J' ~~II~III r =j~~L- 6,~ MIN,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN 2. SEEDING AND MULCHING TO BE APPLIED WITHIN 30 DAYS OF ALL BE USED AS A MULCH ANCHORING TOOL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY STABILIZED. SILT ENT CIE -11 iir I-1~~ ll I~ '~III`li' COVER
FENCE TO BE INSTALLED AS SHOWN OR AS DEEMED NECESSARY BY - I ~=T" o i ~1-~ OVER
MAINTENANCE VISUAL OBSERVATION, N I~fT>T SKIRT ~
° REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH 3. ALL EXCAVATED MATERIAL TO BE USED ON-SITE IN PROPOSED FILL GRASS LINED CHANNEL rrPERMANENT NOTE: 11~ ITi1 ANCHOR
AREAS. l IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE 1. USE SILT FENCE ONLY WHEN DRAINAGE -~-~li= i~ SKIRT AS
4, UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY, STRAW W/NETTING (TEMPORARY CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION ~=~=m DIRECTED BY AREA DOES NOT EXCEED 1 /4 ACRE AND ~ FOR REPAIR OF SILT FENCE ENGINEER
OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON
PLANS OR NOT. ~ ~ ~ ° ~~r~ ~ ~ ~ 5, CONTRACTOR TO CALL N,C,O.C.C• AT 1-800-632-4949 A MINIMUM NEVER IN AREAS OF CONCENTRATED FLOW FAILURES, USE NO. 57 WASHED SI®E VIEW
® OF 48 HOURS PRIOR TO EXCAVATION/GRADING. STONE. FOR ANCHOR WHEN SILT
~ 1. CHISEL COMPACTED AREAS AND SPREAD TOP501L 3 INCHES DEEP OVER ADVERSE SOIL 6. SILT FENCE FOR PERIMETER MUST BE STEEL POST WITH WIRE Q 2. END OF SILT FENCE NEEDS TO BE FENCE IS PROTECTING CATCH
~ CONDITIONS, IF AVAILABLE BACKING 8" O,C. TURNED UPHILL. BASIN.
of 2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 7. INLET PROTECTION MUST BE HARDWARE CLOTH ATTACHED TO STEEL
° POST WITH WASHED STONE FILTER. LAST REVISED: ° 3, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE 8. NO WDRK ONSITE ALLOWED UNTIL E&S CONTROL PLAN IS APPROVED, r7~( l~l l REVISED: DETAIL LAST REVISED: DETAIL
JANUARY 22, 2009 REASONABLY SMOOTH AND UNIFORM. 9. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF T~~ICAL SALE SECTS®N RY 22, 2009 31-25-24 ~ I JANUARY 8, 2009
° ANY LAND DISTURBING INCLUDING DEMO ACTIVITIES BY; EZ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND ( ) S A , 3Y: EZ ~ TEI~P~AV SIFT FENCE BY: EZ 31-25-02
C LE. NONE N MIX WITH SOIL (SEE BELOW). 10. UNTIL BOXES ARE BUILT & YARD INLET DEVICES INSTALLED, INSTALL LE: NONE SHEET 10F 1 SCALE: NONE SHEET 14F 1
0 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM & MAINTAIN STORM DRAIN UNDER CONSTRUCTION DEVICE AT END OF DRAINAGE FF IT 6" PVC OR 6" PPC RISER
DAY OR ONSET OF RAIN. USE BLOCK GRAVEL DEVICE OR O S E ~ SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, ACCEPTABLE ALTERNATIVE IN PARKING AREAS OR ACCESS ROAD SEDIMENT TRAP STONE WITH SLOTS CAP TOP Of PIPE -
DROP BOX INLETS. ~ 6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING 11. ALL DITCHES WITH MOVIN OUTLET (SEE DETAIL TOP OF BERM 5 WASHED
EQUIPMENT OR CULTIPACK AFTER SEEDING. G WATER AND STREAMS MUST BE PUMPED ~ STONE 5'
o AROUND BEFORE THE WORK BEGINS, v 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH ALPHABETIC MATERIAL 12. INSTALL GROUND COVER ON EXPOSED SLOPES WITHIN 21-CALENDAR -,,'A SLOPE OHE MIN.
_ . ~ (MULCH SHALL NOT BE CRIMPED) DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. -~r-•°-••-•••-••~~~ SLOPE CHECK TOP ELEVATION F STOMWATER 1-6" MIN. FREEBOARD
0 13. INSTALL PERMAN NT ~ ~ SILT FENCE 8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN E GROUND COVER FOR ALL DISTURBED AREAS / SILT FENCE ~ 1' FLOOD STORAGE ZONE , ~ TARP EXTENDS TO
THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60~ WITHIN 15-WORKING DAYS OR 90-CALENDAR DAYS (WHICHEVER IS ~ i\ ~ TOE OF BACKSLOPE
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR O v RATES, ~ DEVELOPMENT, d' ~ d~ ~ 1.5' MAX. SEDIME T DEPTH
~ 14. STABALIZE EARTH BERMS & TSB'S WHEN CONSTRUCTED. ~ EMBED 18"
~ 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION ~ w AFTER PERMANENT COVER IS ESTABLISHED, 15. SILT FENCE MUST BE INSTALLED IN ANY AREAS THAT COULD LOSE ~ MAXIMUM LEVEL Of SEDIMENT COLLECTED. SEE NOTE 1
~ SEDIMENT. CLEAN BASIN WHEN THIS LEVEL IS REACHED, ECTIN THRU SAI FILTER
°1 APPLY: AGRICULTURAL LIMESTONE - 2 TONSJACRE 1 I T ~ ~ 6. D S URBED AREA WILL BE: 15.16 ACRES. ~ FERTILIZER - 10-10-10 ANALYSIS AT SOD - 1000 LBS./ACRE U ~
ANALYSIS SUPERPHOSPHATE 17. CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: XXX. ~ 0 SUPERPH05PHATE - 500 L85./ACRE OF 20% 3' SEDIMENT STORAGE ZONE
MULCH - 2 TONS (APPROX. 80 BAILS) SMALL GRAIN STRAW/ACRE 18, AREA TO BE VEGETATIVELY STABILIZED WILL BE. 15.16 ACRES, z ~ z ANCHOR -TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR U ~ (TOTAL BASIN CAPACITY)
z EMULSIFIED ASPHALT AT 300 GALLONS/ACRE 19. RECEIVING WATER COURSE WILL BE: QUANKEY CREEK w o ~ STOCKPILE MATERIAL
a F( ¢ 4,
z 12' WEIR ~ 4' 6" PVC RISER LENGTH TOP Of DAM BAFFLE W~ SEOTS
W I ARP 1'-6" MIN. TARP (TYP,~ _ , Q
~ ~ i.
Ill/ M `
0 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY BURY TARP EDGE '
a AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE SECTION T _ SER FILTER (MIN. 12°7 PERSPECTIVE VIE
LESS THAN: ONCE EVERY WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO CONSOR T UC DIVERSIONARY DITCHES IF STOCKPILE o MAINTAIN ALL PRACTICES AS DESIGNED, NOTE:
RESTRICTS UPSTREAM DRAINAGE FLOW 1. DRAWDOWN RISER SHALL BE 6" SCH 40 PUC WITH CLEAN-OUT CAP AND SLOTS. SLOTS SHALL BE PLACED Y" WIDE,
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL m INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50~ 1" ON CENTER RADIAL AROUND PIPE. VERTICAL SAWCUTS 24" LONG.
3 SLOPE CHECK SILT FENCE FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO ~ _ _ _
LONGER DRAINS PROPERLY. - ' ° 2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE
I 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ~ ABOUT 0.5 FEET PEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED THEN TARPS SHALL BE LAPPED AT LEAST
o NECESSARY TO MAINTAIN A BARRIER, j " / 12", THE UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP, THE TARP SHALL BE 50 MIL HEAVY DUTY
~ 4, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
a ACCORDING TO THE SPECIFICATION IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE .VEGETATIVE COVER. SILVER TARPAULINS FRO U.V. RESISTANCE.
~ ' ~n LAST REVISED, REVISED, DETAIL - LAST REVISED; DETAIL
61 L~' T K~ JANUARY 22, 2009 OC ILE EROSION CONTROL '.Y 22 2009 31-25-26 ~ JANUARY 22, 2009
Q Y; EZ CUST~I FILTER BASIN BY; EZ 31-25-20
° SCALE: NONE U .E: NONE SHEET 10F 1 SCALE; NONE SHEET 10F 1
~ ;,r;i;± 0. ~ _ ION DALE ®Y DATE RA~rc~ 5, 2010
" - g_~ _
~ i i ~ ,J~, ''emu ~RAPHIIC SCALES CLIENT CODE: CIDA
WATER, WASTEWATER SURVEYING, PLANNING, PR0.9ECTMANAGEMENT N FIELD BOOK: 842 & 843
r B - ~ NORTH CAROLINA FIRM UCE9E= P-0115 Y_rANSION T A I L S ® JOB NUMBER: 09-145 CADFILE: 09145-DA.dwg
~ 303 GoLDsBORo STREET EAST, P.o. pox 6o9 WILSON, N.C. 27893 d 41't A SH®N ASCII FILE: ELI ,,1 f? { ~I LAST MODIFIED: 5-Mar-10 S10
cn TEL[phone] FAX[phone] oFF~[e-mail] MODIFIED BY: EZ
a FAUCETT'S TOWNSHIP HALIFAX COUNTY, NORTH CAROLINA LI SHEET N0. 1 OF
44-B-080

da= pipe diameter
La= apron len th 1, SANDBAG DIKES SNALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK
W apron Wid h=3x pipe dia• min, AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD
STONE DIA, _ (from chart= APPROVED DEWATERING DEVICE (SILT BAG) DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS.
d= apron depth= PR UI P 0 DE OSITIUE DRAINAGE FROM SILT BAG 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A
TO STREAM STREAM DIVERSION 9 DIVERSION PUMPS DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED DEVICE. THE MEASURE SNALL BE
DISCHARGE HOSES LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM
SANDBAG DIKE.
INTAKE HOSE P INTAKE HOSE
3, AT THE END OF EACN WORK DAY, THE DISTURBED CHANNEL SHALL BE MATTED.
DEWATERING PUMP J ~ P ~ 4. WHEN REPLACING THE CULVERTS ON REACN 5, THE CONTRACTOR SNALL PLACE SAND BAGS '
~ a ~ ~ ~ ACROSS THE ENTIRE DOWNSTREAM FACE OF EACH PIPE TO PREVENT BACKFLOW DURING PUMP
o AROUND ACTIVITIES.
FLOW FLOW
t FLOW
~ INTAKE NOSE SUMP-HOLE OR P-HOLE OR POOL
~~m SEDIMENT DIKE " 12 TO 18 DEEI ( TO 18" DEEP 2' DIA.)
CLEAN WATER DIKE V~E@
WORK AREA
LENGTH NOT TO EXCEED
F W LO THAT WHICH CAN BE SLOPE = 0~
. COMPLETED IN ONE DAY
~ e
RLA~ VIE
SECTS®~ A®A
I
LAST REVISED: DETAIL - , LAST REVISE( C ~;~i`;. LAST REVISED: DETAIL LAST REVISED: DETAIL
ti JANUARY 22, 2009 '~1'~~~ FEBRUARY 16, 3RUARY 16, 2009 ` FEBRUARY 16, 2009
I E~ER~Y D9SS~~AT~[~ 31-2s-93 ; TAO RY RAP A®~ND ®ETAIL I BY: EZ ~ BY. EZ BY. EZ 3-25-30 ~~PORARY P~1~P AROUND 39-25-30 BY: EZ
SCALE: NONE SHEET 10F 1 SCALE: NONI SCALE: NONE SHEET 10F 2 SCALE; NONE SHEET 2 OF 2
{ 0
t 12'-0° MAXIMUM SPACING
i
~ "TREATED POST 3 DIA x 8 0 i
I i 4 PT, BARBED WIRE STAPLED I
GRADE -The grade of the last 20 feet of the diversion channel should provide a
I I i I ~ 6x6 WOVEN WIRE STAPLED i Level Spreader (Not to scale) smooth transition from channel grade to level at the spreader. The grade of the spreader should be 0%. - - R ~,M ,,,uw..~,aN...
~ I
Vegetated u+~~d~ <~~n,~:~,. t.".. " :.Transition Spreader lip Construct the level lip on undisturbed soil to uniform height and zero i diversion war'~`'~" .w•` +^"""'w;'"°* to0 rode ~
rt { ~ ~~1~+°,~"~~~~+„~~~ / Y. g grade over the length of the spreader, Protect it with an erosion-resistant material,
Q ! k ~,~•~°W ti ~"~y'"° such as fib glass mattin t prevent erosion and allow vegetation to become ,,.'s ,4 iAr'N~„`1'~~,~t~,~F;."~ u, ~n ~ ~~w,,,. er g~ a
f ~,iiiy.~(r,a~;tia~.w4.~~~,,~,~~~ sy ~ ~0~4,~oil~r, ~.,r~, ti"" BStabllShed,
~~"'~ru+~y`tiah"~~~`'~" , „//~e , ~ ,~r m•• a, r,~ Stabilized ~ ~"",t",~~~~,n,°,a,°"~•"`" / /~~„~~~,y ~y. a" sio a Outlet area -The outlet dis osal area must be enerall smooth and well-ve etoted
stable ~u,~. ~ ~ ,~~a with maximum slope of 10%. undisturbed., iY di.~°. ~ ",.1~~ ,a.. ~ V ~ .a„ ,a~~
O ~ I outlet ~„~.ti~\~°' t" ~ si, u,."~. \ aY,~, ~t ~ „b,. w ~ "t,~ 1 ~~t
N "t, a,, a,,,,~,~ Y„<~~ ~~~"a~~,.~y``" Vegetate all disturbed areas, t ~ ~ d"„ n... t~„ ,~.~i, Y~~ Y~ ~l
i ,y1 k° ~i" "l~~•'" n" 9u~'°ni,~" y"~• t,~~r CQNSTRUCTIDN SPECIFICATIONS
b. 1, ~1,. ~L, ~ ~
/~//,~,r,/V/ ~ '/,ii.~ v/~ - ~t t~~"' 4' u, n _ 1. The mooing should be a minimum of 4 ft. wide extending 6 inches over the lip
\`a ~-A V ~'vv A ICI , ~ ! r"~;~<~~~~%;%,;/ ~ FINISHED GRADE ' and buried 6 inches deep in a vertical trench on the lower edge, The upper edge Cross section _ _ should butt against smoothly cut sod and be securely held in place with closely
IIIV~i/~~%`~~\j;~~Y/)./ (I ~ Material variable spaced heavy duty wire staples at least 12 inches long. stapledln 2 Ensure that the spreader lip is level for uniform spreading of storm runoff.
- I Iv/~;// ~ place 6„ _ ( 3, Construct the level spreader on undisturbed soil (not on fill),
min I' ~ 4. Construct a 20-ft. transition section form the diversion channel to blend smoothly '
ii LJ LJ ~ t.eveiiip ~~f~lll---~I~~I~~ ~~~Ih~ I~~ = I~Il~lli~ ' to the width and depth of the spreader,
~(III~IIII=11111= 1111= III ~1=1~_I_I = Il 5, Disperse runoff from the spreader across a properly stabilized slope not to of spreader _ i ~ _ llil~~ll~~- ~I(~1~1 ,-Ilill,---I II~LI-= exceed 10%, Make sure the slope is sufficiently smooth to keep flow from
Buried ~(11 ~III~Yiill~ concentrating.
s~~ min _ _ 6. Immediately after its construction, appropriately seed and mulch the entire
disturbed area of the spreader,
a
m MAINTENANCE
LAST REVISED: DETAIL Inspect level spreaders after every rainfall event until vegetation is established, and ,
FEBRUARY 24, 2010 C' ~ RE SGTE ~E~CE 3239-07 promptly make needed repairs. After the area has been stabilized, make periodic
BY: EZ inspections and keep vegetation in a healthy, vigorous condition.
SCALE: NONE SHEET 10F 1 0
0 N LEVEE SPREADER
u7 O
L 1®2®1 '
U ~ WIDTH OF DIKE
T , A
0
SOLID CAPPED 12' O DI PIPE RISER 134,50
0
4"(~ DRAW DOWN PIPE
• ~ ~ a~ i a ~ - ~-z-at Maazmvsapae ms~ago®emmm~sc~am~mcnw"a~amocaa~+ci~+r?.m+,--.+cawixacs~5'
~ ~ , 5 I N
i ' ti- W FIRST 1" R A I N m~®®~®®~®® ®®~®©~m®~®®~®®~ OV~RAG ~
c NTI-SEEP COLLAR SANDWICHED v
129,00 ~ ~m®~®®~© ~ BET~PlEEN (2 FLANGES WITH GASKETS 5 ~ PERMANENT POOL ~ il~><A,~ p ~ _a~~~:.
FES

Q 124.00 OUTLE ~ INV. ~o - - ,._x- SEDIMENT STORAGE
° 123,00 ~ ~ _ ~ s,,,r ~ ~ ~ OUT POND BOTTOM ~ y:,~:_.~.,.,. ''~~~f•
W l CJf .G~ Y_
~ S`h , i
X ~ h D
D FLANGED JOINT WITH 1,5 MIN
GASKET & STAINLESS o ENCASE LOWER HALF OF ANTI-SEEP COLLAR IN CONCRETE COVERAGE
a STEEL BOLTS
N RISER BARREL ~ J
L/2
L 3
Ui W
UI
d
O
Q
LAST REVISED: DETAIL i
~ A;~%^~1,'~ FEBRUARY 24, 2010 ®RA ®C~ 9SER ®ETAI~ 3340-12
o BY: EZ
a - SCALE: NONE SHEET 10F 2 0
i REI~SI41d DATE 13Y DATE February 24, 2010
~ ~ ~ - -®C ~i ~ - ~ ~ P-~. RA IC SCALES cuEivT coQE; cl~A
I~..I.~'_~ <_a _ 61.~J,~_ L,~! JOB NUMBER: 09-145
FIELD BOOK: 842 & 843
MANAGEMENT 00 EYING9 PLANNING9 PROJECT CATER9 WASTEWATER, SJRV
--L Ai, 7iit.
r 1 NORTH CAROLINA FIRM LICENSE: P 0115 , I DETAILS CADFILE: 09145-ES.dwg AS SHOWN ASCII FILE: LAST MODIFIED: 5-Mar-10
303 GOLDSBO O STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 MODIFIED BY: EZ
DEL [phone] FAX [phone] OFFICE @ GREENENG.CO
FU y COUNTY, NORTH II TOWNSHP HALIFAX I a CAROLINA SHEET No. of
a
44--B-080

Details
Details
TOP OF STREAM BANK
TOP OF STREAM B ANK
STREAM FtOw ~-PROVIDE HIGH STRENGTH DOUBLE STITCHED J
N N ~ TYPE SEAMS
f SEWN IN
H y TOP OF STREAM BANK TOP OF STREAM BANK j / SPOUT .
BYPASS PUMP PIPE NOTES' WATER TRANSMISSION MAIN ~-HIGH STRENGTH
~ ^ 1. CO R FFE DAM SHAH BE DESIGNED AND CONSTRUCTED STRAPPING FOR NO,~SL~. HEAW DUTY HOLDING HOSE
WATER TRANSMISSION COFFERDAM . COFFERDAM SHAM. BE IMPERVIOUS AND SPAN THE ENTI AND CONSTRUCTED 8Y THE CONTRACTOR. N DIRTBAG 55 ~ IN PLACE 1. THE DEWATERING BAG SHALL BE 4ND SPAN THE ENTIRE WIDTH OF THE CHANNEL, OR EQUAL GEOTEXTILE WITH A MIN. SURFACE AREAOOFN2025 SQUARE FEET
~ MAIN TRENCH WATER FLOW PER SIDE.
2. BYPASS PUMP MUST BE RUN AT ALL TIMES, Ail. TIMES, FROM PUMP
° ~ y 3. WATER TRANSMISSION MAIN UITLDY INSiAl~TION REPURN STREAM BED At• ~ ~ SILT FENCE, G RN STREAM BED AND BANK TO THBR ORIGINAL 2 STTCHTR S~NGRAL OUBLE NEEDLE MACHINEWWITHAHGH STRENGTH
' BADE, STABILIZE BANDS, REMOVE COFFERDAM AFTER S DRAw(NG EC01, DETAIL 1 ~ ~OFFERDAM AFTER STA8tt,17ATlON. ~ OPENING To THREAD.
WATER TRANSMISSION 4. CONSTRUCTON AREA ACCOMODATE UP
~ COFFERDAM M SHOULD BE DEYdATEREO WITH A NN TRENCH INTO A SILTBAG LOCATED ON TOP OF A 6-INCH THICK DE~dATERED WITH A PUMP THAT SHOULD DISCHARGE 15• TO 4-(NCH 3, THE SEAM STRENGTH SHALL WITHSTAND 100 L8/IN USING ASTM F A 6-INCH THICK COARSE AGGREGATE BASF. OiSCHARGE HOSE D-4884 TEST METHOD,
~ LL TOP OF STREAM BANK 5. CONSTRUCTION ENTRANCE RAMPS SHO
f ULD BE INSTAL TOP OF STREAM BANK SILT FENCE, CROSSING FOR APPROXIMATELY 50 FEET wffH SILT FEN( I SHOULD BE INSTALLED ON EACH SIDE OF THE 4. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON-WOVEN EEF WffH SILT FENCE AROUND FOUR CORNERS OF FABRIC.
DRAWING ECOI, DETAIL 1 CR0551NG.
COFFERDAM 6. FOR TEMPORARY CROSSING USE TIMBER MAT/COMPO; 5. DISCHARGE FROM THE DEWATERING BAG SMALL 8E DIRECTED
TMHER MAT/COMPOSITE MA7 OR OTHER TEMPORARY SUCH THAT PRE-DISTURBANCE HYDROLOGY IS NOT CHANGED. TIMBER MAT CROSSING.
BYPASS P s-TOP OF STREAM BANK CROSSING METHOD. SEE DETAIL FDR TIMBER MAT CROSS NO ~ UMP
TOP OF STREAM BANK
1. INSTALL A CHECK DAM DOWNSTREAM Of THE CONSTRUC1i0N AR . EA
STREAM Fl.Dw Z. CONSTRUCTION ENTRANCE RAMPS SHOULD 8E INSTALLED ON EACH 5 AGGREGATE UNDERLAYMENT
CROSSING FOR APPROXIMATELY 50 FEET WITH .IDE OF THE (3-iN THICK NCDOT N0. ~
CROSSING. SILT FENCE AROUND FOUR CORNERS OF 57 STONE)
3. FOR TEMPORARY CROSSING PROVIDE TIMBER MAT/COMP051TE MAT FO
SEE' DETAIL FOR UMBER MAT CROSSING R CROSSING.
~ ~ v
Y v~ Z
< ~ ~ GENERAL NOTES: ~ H SEE DETAIL OF APRON 13'- ~ „ „ ~ ~ SUPPORT NOTCH -SEE TOP ELEVATION 13'- 8~ r, 3'- 0" #4 BAR ~ }
~ ® ® USE GLASS 8 CONCRETE THROUGHOUT. ~ ~ ~ ° ~ ~ ~ STD. 840.17 SHEET 1 11'-8"
r ~ TI ~ f/3 PROVYDE ALL GRATED DROP INLETS OVER 3`-6" IN DEPTH WITH STEP ~ ~ g U D ~ O ~ " I'f9 Z 2 - - - - i ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66 S 12 Lt ~ O H ° r O ~ -I O DITCH GRADE 7 8 rr 11 -8" e( .B ~ ~Q~~
N -I D ~ OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KE O O ~ _ ~ N ~ -1 = D FOR 15" THRU 36" INLET ® ® d ~ Z
= O ~ O ~ 12" CENTERS AS DIRECTED BY THE ENGINEER. YWAY, OR #4 BAR DOWELS AT pC ~ O ~ ~ ~Z~ ( #4 BAR Was(~g ~®~sOG1'1 ~ ~ ® USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. ~ V CZ O C3 ~ ~
Z H '0 ®'11 X X IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF 80X, ADD TO SLAB F- _ ~ z ~ ~ O ® ® m
O O g..0 I ( iv AS SHOWN ON STD. N0. 840.00. (n ~ ®J ~ F-I ®6'm ~ iv ~ ~ ~ n = ~ CONSTRUCT WITH PIPE CROWNS MATCHING. ~ O ~ <C C7 O ~ ~ 'D (p ~~~~W
° ~~T~ I I I ~ H~ ~~D Orr ~ ~ON~
~ -I ~ USE STANDARD FRAMES ANO GRATES 840.22 (SHOWN), 840.24(SHOWN), j> ~ T (!y F~ 0 1,_7~, , 840.20 (NOT SHOWN) OR 840.29 (NOT SH01VN). ~ 6-i ~ ~ 3'-8" co #4 BAR ~
O ® 1 -7 ® ® O e OPENING r PERK ~ ~ _ _ _ _ 6° SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES. ® ® ~O ® IN WALL FOR DOWEL C PEflMISSIBLE CONSTRUCTION JOINT ~ Q. ~
- J CHAMFER ALL EXPOSED CORNEAS 1". ~ ~ TROUGH BART SECTION U® 2
DOWEL B~ 82 OR 3 BART SEC DRAWING NOT TO SCALE. BART _ ~ B CTI®N V V DO E~-R
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION ~ IS 12 FEET. FOR 42" INLET
CONCRETE APRON ~ ® SINGLE FI SINGLE FRAME 8 GRATE
Y 1'-7" 1r,6rr ID'
DOUBLE FR T ~ AME >i GRA ES I I
~ _ TOP ELEVATION DITCH ~ ~
O FLOW LINE TOP ELEVATION CONCRETE O Z ~ #4 BAR ~
~ " ~ ( SEE DETAIL APRON ~ O 1'-7" ~ 33 MIN, ALL SIZES DITCH GRADE ~ i I' ~J C~C~ C~ _]D OD 1'-7" 0 00 0 ® ~
~ " ~ ~ ~ 1'-3° ~ I o 00 0 00 00 0o c g 13 MIN. I z ~ ~ ~ o 00 0 00 00 N ~ CONCRETE APRON H ~ ( CAD C 0 00 ors
` I SEALANT ~ ~ ~ 0 CEO OD C U5 ~ 4 ~ °o 0o a° u DOSE L - R 3 z ~ Lu
~ ~ 6.._ J 6.. iv K 2° ,~E~' BARS CL. n6u ~ ~ ~ m L QUANTITY TO BE ADDED FOR EACN 2' INCREiRENT INLET OPENING ~ per,
Z „ „ ~ „ @ 6" CTS. CONCRETE 1 ® ~ ~ ~ ~ G BARS 3 ~ Z , ADDITIONAL INLETS 2'-0" 4',0" g'.O" g'-0" 10'_0" 12'-0" ® ;
C O o~ @ 6 CTS. ro ® N aD ® 1 ~ 4 f ~ ~ ~ ~ ~ i 1'-7" CONCRETE CU. YDS. 0,191 0.417 0.665 0.897 1.14 1.380 ® N
~ H BARS BARS ~ ~ DOWEL - C ~ ® @ 6 CTS, ~ ~ v N 4 MTN. ~ ® O p V CONCRETE APRON CONCRETE APRON CU. YDS. 0.074 0.148 0,222 0.296 0.370 0.444 ~ ~
Z ~ N I ~ ~
® x 2~~ x 2 3'~ 'F" BARS Q ~ ® MIN. DIMENSIONS AND QUANTITIES FOA CONCRETE ~ ~ n~ ~ GRATED DROP ~ ~ ~ ~1~2„ @ 6 CTS. CONC. 4 ~ ~ DIMENSIONS OF BOX AND PIPE REYNFORCING STEEL - N0. 4 BART Z ~ PE GRATED DROP INLET(BASED ON MIN. NEIGNT, N) ~
g ~ ~ I „ ANCHOR 1/4 ~ ~ M ~ a F4 o 6 M 6 BAR EXP. MAT. ~ ~ PIPE SPAN k'IDTH SPAN WIDTH HEIGHT BARS E BARS F BARS G BARS :EL - N0. 4 BARS CU YDS CONC. IN BOX DEDUCTIONS ~ I° IRS G BARS H TOTAL BOTTOM y H PER ONEOPIPE ~
~ ~ ~ ~ L I o STEP STD. ~ r' TT1 I~ D J K L M N0. LENGTH N0. N0. L APRON TOTAL LENGTH N0. LENGTH LBS. SLAB TOTAL FT HT C.S. A.C. g ~
~ G7 4 840.66 CONC. ~ ~ H LENGTH LENGTH NO° EN a DOWEL A WALL ~ 12" 3'-8" 2'-0" 3'-8" 2'-0° 3'-9" - - - - - - - - - - - - 0.362 0.926 0.247 0.395 1.683 0.015 0.024 ~
`G1 SEE NOTE r C`3 ~1 15" 3'-8" 2'-0" 3'-8" 2'-0" 4'-0" - - - - 0.362 0.988 0,247 0.395 1.745 0.023 0.036 ~
~ ~ ~ 18 2-0 4-3 - - - - - - - ~ ~ " - - - - 0.362 1.050 0.247 1,807 O.D33 0.049 ~
3 24 2'-10" 4'-9" 8 1'-5'" 6 4'-9" io ~ - - - - - - - 27 0.444 1.362 0.278 2.201 0.059 0.085
~ SEE NOTE pppp qq ®~(J I L ~ 30° 3'-8" 3'-5° 5'-3" B 2'-0" 7 4'-9" - N ~~C~~®~ APRON SUPPORT N T 36" 4'-0" 4'-0" 5'- 8 ° " ' - - - 33 0.502 1.644 0.288 2.541 0.092 0.127
( 0 CH) 9 8 2 -5 4 11 4 0 9 2 4 ~i 0'-9" 2 4'•11" 47 0.560 1.931 0.321 2.926 0.132 0.178
DITCH GRADE 42" 4'-10" 4'-10" 6'-3" 10 3'-1" 9 5'-7" 1'-5" 3 5'- a '~r ~ _ _ s - m 48" 5'-4" 5'-4" 6'-9" 11 3'•7" 10 6'-1" 1'-11" 4 6'- 1'-5" 3 5'-7" 67 0.704 2.500 0.370 3.677 0.180 0.243
u 54" 6'-0" 6'-0" T-3" 12 4'-1" 6'-7" ~ a I ( ti 2-5 5 6- 1'-11" 4 6'-1" 87 0.823 3.013 0.407 4.315 0.235 0.317 Q~ 2'-5" 5 6'-7" 107 0.951 3.589 0.444 5.072 0.297 0.401
~ 60° 6'-6" 6'-6" T-9" 13 4'-9° 12 T-3" 3'-1" 6 T SHEET 1 OF 2 I I°-GRATED D.I. SHEET 1 OF 2 SHEET 2 OF 2 3'-1" 6 T•3" 135 1.311 4.539 0,494 6.170 0.367 0.495
o i i 66 7 -2 T-2" 8'-3" 14 5'-4" 14 7'-10" 3'-7" 7 T-~ a ®1 3'-7" 7 7'-10" 168 9.136 5.061 0.537 6.901 0.444 0.599 SHEET 2 OF 2
'C ® 72" 3'-8" 2'-0" 7'-8" 7'-8" 8'-9" 15 5`-11" 1 8'-5" 4 4'-3" ' ~ 5 8 8 4'-3" 8 B'-5" 199 1.500 5.860 0.560 0.395 7.868 0.528 0.713 7
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REVISION DATE I3Y DATE Merch 5, 2010
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WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT JOB NUMBER: 09-145 FIELD BOOK: 842 & 843
SVORfFi CAROLINA FIRM LICENSE: P-0115
SITE DETAILS CADFILE: 09145-DA.dwg
303 LD3BOR0 STREET EAST. P.O. SOX 609 ifi/1L5OfV, N.C. 27893 AS SHOWN ASCII FILE: LAST MODIFIED: 5-Mar-10
- ' a TEL m <252) 287-5365 FAX [phone] OFFICE ~ QREERIEMG.C'>OAA MODIFIED BY: EZ
a FAUCETT'S TOWNSHIP HALIFAX COURII°Y, NORTH CAROLINA
kROLINA SHEET N0. OF

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` q62 We~~ Road ~ r--- - - punn, ~IorPh Carolina 2833;
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SECTION VIEW
GENERAL NOTES:
!-PRECAST SPECIFICATIONS CONFORM TO IATE$T ASTM C"913 SPEC FOR "REIhIFORCED
CONCRETE WASTE WATER STRUCTURE". ~-CONCRETE COMPRESSIVE STENGThI G400 PSI MINIMUM,
3-STEEL REINFORCING CONFORMS TO LATEST ACl-3BB SPECS, FOR REINFORCED CONCRETE.
4.5ECTION JO11`BT5 TO BE SEALED WITH 1,1/2" BUTYL RUBBER C3Y CONTRACTOR.
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00 WA I k H, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT UMAI-rI01; %'!l:fBLt=6 X-u[ v i UUUL: uluA
JOB NUMBER: 09-145 FIELD BOOK: 842 & 843
NORTH CAROLINA FIRM LICENSE: P-0115
303 GOLDSBORO STREET EAST, P.O. SOX 609 bV19mSORl, N.C. 27893 Pa N81 A ON DETAILS CADFILE: 09145-DA,dwg
AS SHOWN ASCII FILE: LAST MODIFIED, 5-Mar-10
b ~ ''EL [phone] FAX [phone] OFFICE GREENENG.COM MODIFIED BY: EZ
a FAl1CET1°'S TOWNSHIP HALIFAX COUNTY, NORTH CAROLINA
kROLINA SHEET NO. Dro oF
AA_0-n0 n