20090490 Ver 1_More Info Received_20090601

STROUD ENGINEERING, P.A.
107-B Commerce Street
GREENVILLE, NC 27858
[phone]
TO
C) %J lo "I Crrc
WE ARE SENDING YOU ?I Attached ? Under separate cover via
>
El Shop drawings l1
? Prints ? Plans
? Copy of letter ? Change order ?

DATE o 1 JOB NO ^ G o b f" Doi
C,
ATTENTION
RE:
NO
C
LA

? Samples
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION

lip
r
IN
2009
WETLANDS AND STORMWATER BRANCH

THESE ARE TRANSMITTED as checked below:
For approval
? For your use
? As requested
? For review and comment
? FORBIDS DUE
REMARKS
? PRINTS RETURNED AFTER LOAN TO US
V
je .P k.';
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.
1?
? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return - corrected prints
- „a„tt
2 ~
A J 0 /
a /
v ERi ~ / r~~ \ ! 1 ~ c~ ~
0 2A t STARLIN t+~NS Fg

, ~ ,/moo/~rf ' O~
/
SRANSBpA /
yp9
GREAT NECK ~J t ~t~ / LpN61NG ty / ~
0~ rr
1`~ / r/ P
WILllSIANIlI@G ~P / r r gyp( / rJ KCpPS.~N~ r/ rJr f~~~~
~ / r M ~ 72 / 1 f r' f 1 1
/ ~ r r l 8~ f J/ BDGIIE fr rr ~ / r INLET / \
d rr rrr r ~ ~.lf / rr rr / ~r~/ j
/ r r `J - /
/ r ~ r r , r ~ r / r r r
VICINITY M P N.T.S. ~ / r , ~y. f r r' /
I ~ V / ~ ~ .~i ~ - ~ ; fir,,,.-~,,?
1 \ / ~ I / ~ ~ v ~..f ~ A 1 rr rr ! l ~ 4 r ~ / - r / r r l
1 y \ I f ~ I ~ ~ / r rr
1 G77 \ ~ , ~ 2 ~ ~ _ 20 r r 1 1 i ~ / / t '0
IU t'U l ~ V / \ A \j ~ V ~ J ~ ~ ~ ~ r r \ /
l ~ \ M _f J' J ~d'
! / l I r "S ~ ~ ! ~ `rte ~ rr %r~~ r/
\ \ / ~ ~ F ~ ti ~ / / ~ r ~ \ \ v / _ ~ ~ v / I r 1 ,r ~ ,y ~ • ~
//l~'
~ t Fi 791 ~ \ _ , , . ~I rr
1 1 1 ! 1 \ / ~ ~ ~ ~ \ ~ ~ / ~ r r r l / \ ~ / ~ ~ ~ v r r 1 1 r ~ 1 -:C ~ l r J f 1 r / ~ i~' i~ iii ~
1 ~ . i 1 \ ~ ~
~ i 1 rr ~EXIST.-~ 1 \ / / J ~ \ ~ ' rr ~ r
~ ~ \ i / \ ~ / / 6 83.1 >C~ _ / ~ r ( r PVC 2~ , ~ ~ v,~ ~-`y l~ r 2~~ r 7 ~ r~ - /
1 r I 4~ATERLINE / \ ~ / ~ ~ ~ jf' ` ~ r
4 ~ \ I 1 r ~ 1 ~ r r S / ~ r \ /
/ \ f 168! ~ ~ i`~ tj ~ / / A ~ l / rr v ` / ~ ~ 1 9 / v t / ~ r
1~ ` ~ ~ w ~ ~ 2S LF 1 R `~t - v % e g ~ 1 ti ~ti j / 1 1 ~ 1 r~~/ r STATION #S ~ ~ '
i / ~ / ~ b i / ~ / 4 ~?8~t 1 T ~ ! 4
~ / t ~ 1 Imo. / Y 1 ~ J i'. / 7 ~ ti d _ 21 \ ~ \ l \ t ~ ~ F f / I 1 /
/ ~ , ` \ r ~ ~ C \ ~ I / /i 1 ~l t t r \ , ~ / L? / \ \ ~ ` / r ~ / / it ~ / ' / ,f ^ ~~1 it A'` ~ ~ J \ ~~v
_ ~ \ / t / \ t Q r \ 161 ~ r 28 \ \ t / . . \ ~ 26 \ ~ 1I/ r -/\j4
\ v 1 v ~ / y / i' xA23v / r' \ REMOVE a - .
27 v v / l I „ , 1 v ~ I , 2 / r \ \ ~ \\II / \ \ ~ EXIST.6 X ~ ~ 7 _ r-~ ~ ~ . \ \ r 686 \ ~ ~ r ~ r / 4 \ \ ~ f I EXIST. ~ i ~i.~~~'.~/~~ , 6x4 1,,..- j ~ -
I v ~ ER v / ~ 1 REDUG \ \ \ , f \ I ~ ` \ t \ ~ `h ~ r 1 ARY WETLAND Y \ t ~ ti ~ ` ti r,, / ~ ~ , 24 TEMPOR CRY wET~ABN® REDUCER ~j-'~..~; ~
\ M ti ~ \ FOR \ i \ ~ ~o \ ,J i \ ~ r ~ / IMPACT AREA _ r ~ ~
~ v ` ` /K; ~ V ~ v v v rr ~ v Ir ~ ILITY CROSSING / / \ ` R r ~ / COORpI
t \ - 18821 r .,.-~h ~ \ \ _ / , ~ I o ! N 1 ` \ \ - ~ l F \ ` \ 24 - r i - 34 40 19.97 N \ - ~ ~ / ~ UG E 'I STS ~ ,PL 19.97 N t ~5 ~ ~'r'~~~~/ ~ ~ ~i ~~-~jr~~~,-y~~~.,~
v v J ~ ~ i~ ~ ` ~ ~ ~ A v ~ 77 11 57.28 W \ ~~8~' / r •2~. ~ I ~ r STALL SILT FENC i. SILT FENCE ~ ~r , 1 ,
r ! F` i` r ~ r I N „i \ ~ / ~ 1 r ~ r t r r / A \ ~ ~ ' ~ OF - \ _ f - r ~ ~i tr ~ \ \ f ~ AT BOTH SIDES H SIDES OF THE ~ ~ ~ ~ ~ ` ~ ~
~r C v v / f _.,I/ I ~ ~ _ s GROSSING ` / \ { REMOVE .PORTI N OF I/~~. NG ~ , ~ ~li , ~ ' _ Ir ~ ~
, ~5 ~ ~ ~~y~_ • ` ~ ` ~EXIST• Q FORCE ~ INSTALL NEW I ~ r h t f ~ \ \ 7 / _ ~ \ / ~ L ~ ~ EXISTING 4 FM L NEW 6"FM NEXT ~ i _~~v , '4' I, ~Ir~`' ~ ~ ' STING 4"FM IN ~ f i~-~'' ~ ~ .i~ _
~ P \ , ~ ~ ~ .e ti ~ \ MAIN AND INSTAL TO ~ ~ \ ~ t \ ~ ME CORRIDOR \ ti ~ ~ 1/2 ELL W/BI,I~ ~ __o~' SA ~ ~ ~ C ` ~ \ \22 1 ORRIDOR ~ ~ ~ i~ ~
/ 2 ~ ~ I \ ~ ~ f ~ ~ 68~ ~(r- r, I ! 7 Ir f%---''''~ ~ , ~ ;y'~~~'~'
l ~ ~ >
r ~ \I, r / ~ Oo \ ~ ~ ~ ~ ~ +f I 7 ~ / 7 I \ / - - \ ~ \ 7'
7 `fXl~s . \ • 7 ) I u. 21 r \ r ~ ' \ ~ 2 P.8,0. 7
1 ~ \ -7" 7 ~ f
- ~ \ ~
t e,. ~ ~ f ~ \ 27 ~ ~ t E'W~ ~ I ~ . ~ ~ fir- . ~ cv ~ ~ \ ~ \ \ ~ , i f ~qg R r r , ~ 1 \I/~ h ~ _ r- r ~ ~ ~ ~ \ ~ EMS r ~ 7
1 e ? \ \ ! N Ir ! r ~ ! f _ ~ - ~ \ ~ ~ 20 _..,~Mti_, z~ ~ ~ \ k 1 I r ~I/ ~ ~ 22 r i ~ \ \ t f f f ~7 7 r t \ ~ I
I \ ~ , 1 t ~ i ~ - r \I , \ ! \ ~ ~8 ! ! f r 25 ~ ~ Ir ~ \ \ ~ J ! ! t
~ ` ~ ~ \ / I_ ~ ~ I ~ v 24 !~t!! - I - ~ ~ i ~ t r -
r ~ ~ ti ! ~ . v _ v ! -fir _y `y r~-- i ~ f r l m tv ~ ~ 8~ i ~ I t / ~ ~ ~ `^V I !I ~ ! ~1 r ~ ~ _ t ~ _
o vv v 26 ! _1 ~ I ~ ~ v ~ v / 1 1 ! 7 ~ ~ i i al ~ r ~ ~i- v v~ ~ ` ~ I ! l y r~ ~ - - ~ 2 I I CJ rn ~ ` v t I~ r v ~ ~ I ! l r ~ ~ r~l t ~ _
- I 171 \ ~ A t ! T l ~ ~ A J I I l / ~ ~ ~ ETL.ANDS ~ ~ ~ ~ , ! !
\ ! _ { ~ ! I 7' y ~ ~ ~ I~
TIE N \ ~ ` Ir ~7 I ! I - I I ~ r CO ~ ~ ~ v 23' 1 ~ ~ r STING SWE ~ \ , 2-'y-- .1, ~ ~ r y ~ I vI' ~ ~ ~ r ~ ~ _ I @ EX z ~ ,2 r r i~
7 \I/ r \ I . `7 I ! r a ~ , ~ ! 7 cRE N ~ - \I 7 lI, ~ - ~ ' / 7 ~7 \ -
s 1 - r ~ i 7 r r~ r ~ 7 ~ t ~ r z t r - ~ r - I l / I~~ / i ~ / ,
~ - ~ / / / r ~ y J I . s ~ ~
r r ~ r~ t ~ r / ~ t I V 1 ~ } d / _ ! 1 i / . { N / / / / / I / ~I ~ 1 ~ {
\ ~ _ ~ / - jl , Q / / / F (A ~ ~ Ly - ~ - / / \ 1 o ! I _ ~ 7 _ ~ ~ i h ~ ~ ~ i ~ r~ `j'Z~~~S \ ~ , , - { ~ I
r ~ ~ • a ~ I ~ ~ ~ _ i-- ~ r ~ _ 0 r _ ~ _ ~ / r o^~a / ~ ~ I I ~ I ~ ~ ~ .~2 v y ~ - ~ I t t ~ _ r r~ 1, z 6' r , V ~ _ r , r
~ e- v ~ _ ` I \ o~~' ~ ~ I 1 I ~r ~ (V l .1 ~ 1h v v S ~ G \ / ~ l - \ / _ _ / r ~ r \ ~ / f~ r ~ td)t,.)a ~ _ I Ir r ~ ~ ~ _ I - ! 0 t v ~oU I r i I _ ~ v
r R~ , ~ > , ~ ~ r~, ~ `,Ir r I ~ I N-- ~ ~ t
/ u c - n u'_ ~ 7 ~ - I n i ~ ~ ~ r it r' ~ ~ ~ e r I ~ ~ ~ . 7 7 , ~
t ~ \ r S' f o { \ ~ ~ I ? I I r, . ~ ~ mom I ~ ~ ~ ~ ~ \ z / \ ` v
\ ~ ~ i ~ I r ~ - r~ ~ \I a ; ~ _ _ - ~ ~ ~ I r _
t ~ ` - F y I~ r
\ ~ ~ REVC510N~
, ~ ~ , I ~ _ 7 ~ \ X25,/ ~ 4 Y~ N~. C1kT~ D SCRIE~TIDN
\ \ ~ I pM 1 !"r21T09 MC1UE FM
zs ~ r ~ 7 r / / ~ , ~ --Zr- ~ r \ , ~
\ ~ - x _ - Ir I -y \
l r r~ \ ~ ~ 7 ~ i \ ~ ~ / ~ 7 _ ~ ` x / ~ ~ \Il ? _ ~ ~ _ 7 ~I/ ~ _
~ ~ / / , , ~ I ~ r- ~ / f ~ 3 v / ~ 2 / ~ / ~ \ /
f \ i~ ~ _ ~ ~ _ ~ r r _ 21.E / ~ / y
_ ~ ~ / r l ~ r ~ ~ ,
i I r J _r _r~' ~ -~~~10
~ ~ ~ ~ ~ r _ { ~ -r7- - A r - j A \I/ ~ _ ~ = a ~ Ac
R ~ - r ~ S ~ D ~r ~7 r- _ 7 r ~ Y r a _ ~
~ ~ r I ~ ~ r ~ r ! ~ ~ . ~ / /
~ r , ~ ~
r_ I, , _ - _ ~ ~ { ~ r ~ ~ _ ~~~~~F~ ~'ORC ~~~I~ ~~a
~ ~ ~ ~ ~ _ I ~ ~ \I/.~/ ~ , . I ~ ~ rte, ~ ..I.
SUdA~~SBORO TOWNS~I I P ClNS1~ OW COUNTY NORTH C~RO~- I NA
.k'.t~~, ~ L,^A18:~4~~A OWNER: WBBB CREED{ W~~BR & SB~VF~R INC DESICN~o:
k `p,,~~~~"`"'`J~~~.((>~ 707 ~iORTN CHESTNUT STRCCT
ADDRESS' LUMBERTON, NC '8538 DRRWN, e~'* ,CAI,
b ~ ~ TaUft1A1'~i' ! a1 ~ ~ 7 s~-f1F71
APPROVED:
AN 5 "
60 30 0 60 120 Rd 4~ •=,R,,.F° DATE. 3-13-09
STROUD ENGINEERING, F.A. a
1 11 =60 C 107-8 COMMERCE STREET SCALE: 1 "=60`
6REENVIL.LE., NORTH CAROLINA 27858
PROJECT No.: P600-001 GRAPHIC SCALE: t: J - A. MUNDAY, -P- Ee [phone] SHEET 1 OF 4
DRAWING NO. 002

~ ~ _
f \
;ti
~ _ -----7--~ ~
/ f r _ ' t ~
~ I l - _
t I ~ ~ r f
~ i - - ~ ~
~ , ~ /

/ ' ~ / 1 / f
/ ~ ~
I I I ~ f / I { { ~ ~ /
i ~ ~ r-,- ~ i r r 1~~ ~ / ~ / ~
~a~
f { { { ~ ~ i
t ~ ~ _ 1 I I 1 ~ /
1 ~ { { i ~ ~ - r'~ ~ f f I ~I l ~ ~
- j-- TBM - 25.78 NAUD88 I TOP OP CONC. SUPERNATANT 1i 1l ~ 11 I ~ { ~ ~ ~ _ ~ / ~ 1 1 ( I I ~ ~i
PUMP STATION I 1 ~ I ~ ~
INV = 22x29 ~ ` I t' ~ ~ ~ ~ ~ ,
r ~ ~ J ~ ~~._~...~,w~ /
t ~ ~ .v~ t ...i
t ~
~ i t t
~ tt PROPOSED 6"PUC----
~ t SS FORCE MAIN ~ t t t f
~ t _ ~ 1 1~~ 11 1 ~ ~ ~ ~ I ~ _._..f
E t ~ Z - I 1 { \ ~ ~ ~ ~ ~ ~ V 1 ~ f - ~ I I: - ~ I ~ II ~~N ~ ~ v1
1 t INV 26~T8 ~!__1J_ IJ iL_ ~II -->J y ~ ~ ~ , ~ ~ -
1 t Jt ~ 1~4'ELL ~ i i~ 1~ I t\ ~ ~ ~ ~ I 11 ~ 1 1V 1 ~ I f /"l
~ t t I Nt/8LK .76 I+~ ~ t ~ ~ I --1"=1-- 7
t t ~ 1 --~--~--L-~ ~ ~ - - _ N y, ~ 111 ~ I ~ f~ _
t t - } t Tf 1 ~ I ~1 ~ i `1 { 1
r ~ I I r 1 I ~ 1 I ,I___~ t1. I 11 I 11 + t ~
~ ~ t t ~ SBR #1 3 L J t t ~ I, L J 1 i A 1 ~ ~ t 5 (ti I~ ~
t t ! PHASE 1 i ~ ...q ~ ! ~ I II V t I _ __J i ~ t ~I ~ - l 11 ~ 11 l CV ~ I - I 1 I I
i ~1 1 [ s~ €n I { 1-_ ~ t t I I I - f~
i~-r' , i I { r! 1 I i { I
~ 1 ~ I I I ~ ~ ~ I I f 1 I ~ { { ~ { 1 i i , ~ ~ { { - ~ I 1 i ~ { I I ) { ;
~ ~ ~ t OFFICE d BLOWER I I I I I I 1 I ) } ~ I ~ 1 1 I { I - ! I I I ~ I ) i ~ 1 1 I 1 1
i J i LAB BLDG BUILDING ( I ! I i 1 t I~'I f l fl ~ ~ ~
t 1 ~ I I I r ~ t II II I I ' i' ~ ~ ~I ~ ~ ~ ~ ~ ~I I ~ I I ~ i i
/ 1 - I I I t I I I I
~r i 1 U i/4'ELL I I I ~ i 1 W/BLK I ,1 l11 RE~IQUE II J ) ~ /
~ 1 - R I ~ gg #2 I 1 ~i t ti it ' 1 1 ~ I ~ /I
i/ PHASE 1 ! 1 ( I t `;S 1 I
~ % ~ 2~ I { r 11 I s ~ N I ~ I ~ ~ f ~ I { I j I ! ~ ~ I I 1 I
E I BLOWcA ( f ~ f 1 1 I I I t r- ~ ~j I 1 11 1 I~
/ / / ~ / / I 1~ ~ I I ~ ~ I ~ I 1 1 l~ ~
w I I ) I l I 1 1 ~ ~ i / / I t I ( G S ~
i' l ~ ~ BIpMEPS ' / / / ! I ! J ~ I 1 I ~ { I 1 ~ f / i / ~ i ) I~ ~ I I 11 I ~ ~
' ~ ~ \ I , ~ ~ / F~- i! (C~l ~ ( 1 l l I /
EXIST. ~
' A, ~ 5WEC0 ~ SCREEN / 1 ~ ~ ~ 1 ) { i I , t f
~ REMOVE EX~lST;1NG 8"ELBOW & , \ ~ ~ INSTALL 8X8 TEE& ~ REDUCE ~ i t / I ~ t I 1~ ~ ~
~ CONNECT PROPOSED 6 S5 FORCE \
~ MAIN & EXISTING 8 SS FORCE MAIN SBR #3 ~ E T d fSE DE AIL 1 l i s' , ~ ~ ~ s~aMee I !j/ `f' ii~ i~! f j I E4G11Y ~~N~~ ! / f /
4 i / 1 I / l i i
r , f! f` i ~ ii i
/ / r , Ire i ii f~li l ~ li ~ ~ ~ r
, ~ ~ ~ / f i / 1
h1 11 ~ ii iii ~f/ ~ / /1 r ~
+1 ~ i ,`i / ~ i ~t~ETL.ANDS j~ ,1 1 ~ ~ i i " i /
1 1 ~ ~ I ~ 1 ~ i ~ ~ , LIN~,~f , r;; 1 i i f i i i _ ~ f
; , hr 1 ~ 1 ~ G f~ i ~ ' ` ' ~ { I 1 ~ i ~

. ~ _ _ y_. ~ ~ ~ ~ ~ ~ \ I i ~ ~ F -
~ ~ f f ! ~ ~ f , ,f ' 1 / ~ / . ,
~ ~ ~i 1 t I
t ~ 1 ~ i ~ 1 ~ f f
l~ V ~ l ~ f i f ~ ~ ~ ~ ~ I ~ i i ter"'--
! i~ ~
i ~ ~ ~ ~ ~ ~ ` / .f ~ 1 l i' f ~ ~,,,.--r
r Z
iI r / / t / \
/ ~ / \ t / ~ / ~ / / /
_ + / ~ ~ / ~ //rte ~ \ f
i ~ r /
~ / i ' ~
~ 1 i i ~ ~ i 1 ~ 1 ~ / f ~ l
/ + f / ~ r
i 2 g' ~ / / ~ ~
-a r / /
~ ~ ~ i ~ / f ~
.y
~ ~ ,~;-l 9 REV 15 ~ C~N~ _ /
i ~ _ ~ ~ „ ' ~ ~ - ~ ! Y N0,0~lE D~~~RIf'TIQN
pM i 5-21-09 MOVE FM
-
~ ~ -
/ _ i
_Z_ / ~
~ ~ _ i
~ _
~ ~ ~~T~~ PLAN

I ~
i
SWANS~i0E~0 TOWNSEd I ONSL OW GOUNTY f~OftTN CAROL. i ~lA
w~~~ c~r~~ ~A~,~~ ~ s~~~~ ~~srcN~n: L~~s
4 ,
`~`~,~~'~,~~-~'~>>~1o°a~.~ 707 t`JC~RTN CHESTNIJI~ SThEET
ew,~ ~ AI~DR~,"S~ ~u~~B~arov, Nc 2s5~a aRaw~:
PHONE' [phone]
x m~°1 b APPROVES: l E~S
20 10 0 20 40
d Ls"` Ae-aaoaaa 309
STOUD ENGINEERING, P.A. DATE: -1 3-
PROJECT NO. P600-001 GRAPHIC SCALE: 1 "=20' SCAL.E:1 =20 i 107-G COMMERCE STREET
n a A GREENVILLE, NORTH CAROLINA 27858 ~~~AaML~NdAY: o [phone] SHEET OF
DRAWING NO.s 003

~ I~
~0 I
(f
~ EX. L IFT
STATION #5
~~j
e--~.,--~ i 1 ~
r~
~ t REMOVE .i ~ ~ ~ ~X I sr e
~ f /
t~1 i , I ~ 6~PORkRY WETLAND REDUCER y
~y ~ l ~ ~ ~ IMPACT AREA FOR ~'-!-h'/% -~,,,--''~-~':--'~'i
.~~-1 / ~ UTILITY CROSSING
ti ~ i _I ~ . ti
~ P~LIG EXISTs , 3 4 ° 4 0' 11.9 7 "N ~ 2 5 ~ \ ~
i . , 4 QPENING ~ ~ 2, ~ i 77° 11 `57.26"W f`-~!--~= ~fi ,/r INSTALL SILT FENCE , r _ . ~
~ ~ ~ r ~ ~ ~ AT BOTi~ SIDE5 OF THE
c ~ ' _ ~ ' F ~ E PQRTION QF I ~ ~ F ~ REMOV CROSSING ~ . ~ ~
, ~ ~ " ~ - ~ ' ~ EXIST, 4 FORCE ~ ~ INSTALL. NEW 6~iFM NEXT ~,,-%~~,~j , ~ ' ~~~1
~ L ALL _ I , ~ MAIN AND INST TO EX I ST I NG ~ F M I N ,,r ~ ~ ~ , ,
~ ~ ~ 22 1 /2 ELL W/B I,K ~672a ~ i ; ~~-i~, SAME CORRIDOR ~ , ~~r,~
~ ~ ~ r ~ i 0 ~i ~ , ~_I ~ ~ ~ Y y f o
~ - r' E;~I T. , - 1 _ ~ ~ ~
r r ~ ~
~ ~ '70 ~ . r ~ alp°
~ ~AS~ ~ ` ~ -/~I
M~ r ~ ~
~684~ ~ 1 ~ ~ 1 I ~ ,
~ _ i
i ~ ~ i ~ ~
- \I •
~ I ~ - mm _ I
y
- ~ . ,
TIE I N NEW G FM ~ ~i~ ; ,li ~
XI5TING SWECO z i-~! ~E ~~li ~ ~ } , ~ ~ . `,l/~ ~ ~~a~kast ~
SCREEN
SEE DETAIL. ` a I o ~ ~ ~z ~ n 'lfi Nul b'qp tl~A
'i i ~;~aa~~4S~1i3~
~ 4 _ ~ , ~ a m ~
~ P ~2~r~1 e
Z ~ ~ ~ tY7 a~ ~,Ur ~ e~ ~
r J ~"P~ ~r~~C1461 Q~~ax~ .~~b
0.. h7 ~ d ''~Ff~~i. ?~~1~~~~~"`~
~ Z
~ W ~ ffl ~1 ~~~f$ltF~ik~?, ~
I o ~ ~A,Ml1NDAY~ P.E~ 30
. .~.............ApPROX:WET,LAND......... ~ ~
. ~ o ~ . .
~ . ~ . i~ . . . r`` , 1. N . ~ ~ ~ • ~ •CROSSIN~ , , ; . . , .
. i ~ i ~ . ~ . ,
. ~ ,
Q . ,
r- , - - - - J / ~ x~Q. . WC]F-W
I J . Q ~ , . l . 1, ~ . ~ ~ ~ ~ L~ CC ~,Cr
~ ~ . LaJ . , to i i . . ~ ~ . ,~,.p . . .
V1 W~ ~ ~ . . ~ ~ ~ ; ~ i ~ ~ j. . ~ ~ ~ Q ©~t k.t. . ~ ~ , Ca ~ X l.i.!' ~ ~
. X~EE . , ~ m j ~ ~ - I I _ . W ~a r..._......... ~ - 1 - , or~~ii~~......-.........
2~. . . . . . . ~ i, ,
,
'`^...,,o . ~ ~ I I
. /
. ~ ~ ~ , .
. EXISTING ~ • ~ A STING. . ~ ~ . . .
. . ~ . . .GRADE .
. . u . . . . . ~ ~ ~ ~ , . . DE~,i.~ ,i~~ .
. .I ~STALL~ 6~ DIP ~ ~ . . . . . . i.a ~.~.~o' ~ 22
X ~ a - . .FROM kIERE• T0.
. - - - - - PVG WATER ~ 22- _.......-...TAE.-.IN : . i / •
I . ~ PROPOSED 6. ~ , \ . .
ShW ~
. M,AIN~3~L3ELQW. .
. . - - - . , -1.8-MIN-~ -
20 - . _ ; ~ CLEARANCE
. . ~
18 ~ - - - i -
.,..-i...1..-.- - ` REV DAM 1 5-.21._.09 MOVE FM
~ ~ S~~FR I~AIN~ ~.T~'GI~~D

' SNiP ONSlC1Vd GOUN1"Y NORTH C~,RGI_IN~ . ~ 3 ` ~ I N . SWANSBORO TOWN
. CODER . , ~ ~ ~ PROP'OSEq 6 OU~'NEF~: WEI~B CREED WATER ~ SEWER INC. QESIC~€s~: uus
SEWER ~F~REE• ADORESS• ~o~ NoRi~H cHESrNUT s~RF~~r ~Rawr~:
, r~., ~ u~RFwrnN. Nr, ~~~3a ~a
OtLU,YV MAJ N. -5. 919) 739.10621
GRADS PHONE: APPRCVED. LEs
. _ . . . - -
STROUD ENGINEERING, P.A. DATE: -13 0
107-e COMMERCE ST. SCALE V: 1 "-2~~ GREENVILLE, NC 27858
[phone] SHEET 3 _OF.4...
1 A- 44)
PROJECT NO.P600-001 DRAWING NO, 004

°ROPOSED 6"INFLUENT
RROPOSED 6"ELBOW
EXIST NG REMOVE EXISTING 8"ELL SWECO S REEK INSTALL & X8 TEE
MODEL V6S
EXISTING B"INFLUENT
REMOVE E?~ISTING ELL AND [NSTALL
B"TEE" 8'X6"REDUCER AND 6°EIBOW. ~-CONNECT PRDPOSED 6"SS L[NE TO 12 GAUGE 4"x 4" OR 2"x 4" WELDED WIRE HOOKED ONTO IftE HQOKE~ INTO
~ f EXISTING 8". PREFORMED CHANNELS ON METAL POSTS OR FASTENEq ~R FASTENEC) FINISHED GRADE
A ~ ~ MANUAL AIR A TO CEDAR OR WOOD POSTS WINp.& STAPLES ~ I RELEASE VALVE _ES
1 SWECO SCREEN / I ULTRAVIOLET RESISTANT (BLACKI FABRIC SEC l.ACKI FABRIC SECURED ~ ~ ~ ~
MODEL SVGS I TO WIRE W/METAL CLIPS OR WIRE AT 8" qFF V WIRE AT 8" qFF CENTER ~ ~ ; ;
I I _ ~ I
i~ 1 - %"-'~'2`~ PVC 42.68
~ ~ ~ TOP OF TANK ELEV. -d5:fi3- ~ o MAX. SEDIMENT STQRAGE LEVEL. REMOVE
!7 - _ SEDIMENT WHEN THIS LEVEL IS REACHED Oft AS DIRECTED BY CONSERVATION INSPE EVEL~~S REAC~ED FINAL _ ~ NsERVaTION INS~EGTOR. BACKFILL ~ ~
40,6 ! GALV GRATING 40.b
TOP DF PLATFORM ~r - ~ MAX SWD EL -4-3-6- ~ _ / i / x I
w
/r,. - ~ 1'-0" SELECT BACKFILL
FRP AIR 8" FRP AIR 37'6 0 - SHEET DRAINAGE (ONLY) PIPING Tq HEADER MIN S41D EL ~ cE IoN~rI BACK~ILL ~ ~ ~ ~ ~ _
ST~lNLESS 5TEEL BLOWER DLDG. ~ - CHUTE _ GRANULAR - ° ~ ~ SPRING EMBEDMENT
IO° DIP PIPE'" P!G R ~ _ PIPE NA E ~`8" PVC PLANT AS REQUIRED - p "LINE ZONE
INFLiENT
_ ~_,,._,_NATURAL GRADE )E HAUCHING ~ ~~~CpQ QQO~~ PIPE DEDDINONE 6EDD[NG - 4"MIN. o~°-"O~o 3°~~'ap - GRADE
ACCESS HATCH c° CARRY APPROX. '12" OF FABRIC INTO TH BY HALLIDAY ~ ~~~~I~ COVER W/SOIL R TAMP BACKFILL. ~ ~ FABRIC INTO TRENCH _ BACKFILL.
PRODUCTS MODEL ~ FQUNDATION
52R724B OR Iv ~ - ~ ~ „ APPROVED EQUAL CARRY 6 OF WIRE INTO TRENClt 7 TRENClt AEQUIR~D)BE~ ~ ~
~
METAL POSTS AT iQ' O. C. MAX, PASTS SH .c.Max, POSTS sHOUEO ~COOMPACT~DDUNDERRP~iPELY
- BE 3' DEEP MIN, a fSEE SPECS}
i0"x8" CROSS '
DuMPSTER ~ ~ a
~ GROUND .LEVEL I
- I I~ v u P _ r ~ ~ ~ ~e~ •a .a a' ~s .e'. JET MOTI E LIQUIq P M E DETAIL TENCI~ E~TI01~ ~
=--i ~ ' ' - ~ PRECAST CONC. VALVE 1465 OPM ~ 1 B FT TDH
VAULT SITE gETA[L 8" PLUG VALVE EBARA MODEL 250 6LU691 N, T,S, T. S, /f N.T.S. 4
CONC TE t1MP$TER PA 3 8" AUTOMATIC OR APPROVED EQUAL fi'-O~X B~-0" K Or-6~ PLUG VALVE C~i ~ 5EE DETAIL
C4
1
J
SCALE: I•a' = 1'-0° 2" BITUMINOUS CONC JOUS CONCRETE
SURFACE. COURSE, T )URSE, TYPE I-2
EXISTING -
PAVEMENT TACK COA TACK CQAT
12" TRENCH WIDTN 12" 12"~
~3S 8 ~~~p°
Q0 0~~ ~ ~ `d~~°o 0 o a
PRIME CQAT
( I (IF BITUMI
SAW CUT ' , ~ ~ ' , ~ .
~ GR, PAMEMENT EDGE GRANULAR BACKFILL
C01 COMPACT TO 950
MA; MAXIMUM DENSITY
SANIT SANITARI` SEWER PIPE
(DEPT'. (DEPTH VARIES)
BITUMINOUS CONCRETE BASE COURSE E COURSER TYPE H8.
6" MIN THICKNESS OR MATCH THIC iCH THICKNESS OF
EXISTING BASE, WHICHEI~ER IS GRE R IS GREATERe
REVI51aN5
Npm Q TE DESCR P ION
~ETAII~
N.T.S. S. 4
DETAILS
SWANSBORQ TOWNSNtP ONSLOI~ COIaNTY NORTH CAROLINA
6~= ~WNER~ W~BB CREEK WAfiE~ & SEWER ING pESlctvEO: ~~s m
~ A~DRE~S: 707 NORTH CHESTNUT STREET
s ~cl~~ a ~ I IIMRFI~Tf1r\i, Nlf' ~R~,`~R DRAWN: ~r
a * ~k -v vim. vvrv c_vv~v
PHONE: ( 919) 739-0621 APPROVED: LES
fi 0~@ DATE; 3-13-09
STRODU ENGINEERING, P.A.
PROJECT NO.:-P--&00-001 107-8 COMMERCE STREET SCALE: AS NOTED
GREENVILLE, NORTH CAROLINA 27858 J, A. ML~NDAY, P. E. _ [phone] SHEET 4 OF 4
DRAWING NO.: 005