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a ~ D o 0, o a ~ ~ . °ti~,~` I _ NOTE: THE ABANDONMENT OF THE EXISTING 1.0 MGQ
s ~ ~ D ~ WASTE WATER TREATMENT FACILITY SHALL OCCUR
1 n -1 1 V V 1 O 1 ONLY AFTER THE FOLLOWING REQUIREMENTS HAVE
© `J ~ . ~ ~ ~ ~ - i , ~ ~ ~'~i0 oq BEEN MET:
o`'" nom' ~ o Q° ~ ,t '0 D . ~ 1 ~~x4 ' ~°c`~ , 1. THE COMB i NEQ NPQES PERMIT MUST HAVE BEEN I SSUEQ•
- ~ ~ ~ a o ~0 1' i
D' ~„_i ~ 9 GAO'' .c ~~OC`O ~ a ,p~ ,~'A 2. THE STEVCOKNIT PLANT MUST HAVE BEEN PLACED IN
~ 9~ V . si fi OPERATION. _1,.--
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`~~s; Q 3. FLOW DIVERSION MUST HAVE BEEN COMPLETEQ AT THE
U ri' Q ~ Q Sti ~O`• 1\ ~ STE"~COKNIT SITE ANQ AT THE LITTLE ROCKFISH CREEK
, ~pRRp~~~pN ~ aF~ / PUMP STATION. SITE.
` ~,1 pSEp T~ F St P , to': ~'o' ~ ~ 4. PREPARE AN ABANDONMENT PLAN AND OBTAIN APPROVAL
a~N 5 ~n Cy , o ,ti t~ p~tN jpti ~ G ~ OF 1' HE NC DIVISION OF WATER QUALITY BEFORE
gR ~pW , ~ 1 , P ~ .a~, : ~ ~ ABANDONING PLANT.
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ARA'LEL 24 1N. INFLUENT P ,i
d EFFLUENT FORCE MAINS \ ,

09®1 X85
REVISION'S
_ Y N0. A N ° ~r ~ ~ lHJ 1 9lt0/R9 STATE COMMENT5
t MGO iJ
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3Tl'~ANDS ~Y~,R.~~i3 PLANT TO BE ABANDONED
ISEE NOTE1
JAME5 H• FENTRES5. JR.. P, E.
COMPOSITE MAP
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STEVCOKNIT W~WTP
A9
d q<~ D I S C A E PAINT TOWN OF WALLACE DUPLIN COUNT°Y NORTH CAROLINA F~',~~`< ~ N P D ES IT
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y Ncoo3 ~y~, ~ 316 EAST HURRAY STREET
ADDRESS DRAWN: LHJ ~G~r oRCFj'y'~< WALLACE, NORTH CAROLINA 28486-0849
~4 Syr PHQNE~ (910)285-41361(910)2$5-5135 (FAX) APPROVED:LES

l -
nuCKFlSk CREEK DATE-'02-25-09
STROUD ENGINEERING, F.A. cLasstFtcartoro c :sw..,`'_., SCALE: 1"w300'
150 0 300 600 300
t07-e COMMERCE STREET GREENVILLE- NORTH CAROLINA 21856 SHEET C2 OF 46
(252) T56-9352 LICENSE NO. C•0647
GRAPH I C SCALE: 1'300'
, _ 0-00I_. PROJECT NO.: P13
TERIP1390/DGNIP1390 COMPOSITE MAP.DGN DRAWING NO. s F.f~iAS..___

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SECTION A - A SECTION 13-B ~ _
EX!ST!NG ASPHALT PAVEMENT 3fi.6 El,
PROVIDE FLAREp ENp SECTIDN FDR EN€RGY DISSIPATION ANO
FLOW COLLECTION (BOTH SIOESI PROPDSEO PIP INV. 31,t PROVIDE NEW 30IN. RCP
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w , . . ~ . ~ Q ~ ~,Q ~ ; , ~~al~.^' a~N1R~ TOWN OF WAIaLACE DESicNEO: LEs
~ : I . . . . . , P`Pd~'9~""•° fiP~G1~~"~~~`4° ' ADDRBSS~ 316 E, HURRAY STREET
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Lf ,.d~,ttt 4~tg~ .~v„u IV«AJ"Y I.1V VtIA;`J lkkZ00-D IJJ -.4J ;..,..........1.IE.b.:,,.......,.. APPROVED., LES
. ~ ' 'DIN] CT- Rlull c TI \STRO~!D ENGINEERING, P.A. DATE 7/16fO9
i 107-8 COMMERCE STREET SCALE, 1 50'
GREENVILLE, NORTH CAROLINA 27858 ' q , t . [phone]
SHEET C6 of 46
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 PROJECT NO. P1390-001 10+00 11+00 12+00 13`+0o
DRAWING NOR:

GENERAL NOTES:
i, RELATIONSHIP OF WATER MAINS TD SEWERS: LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MANS SNAIL BE LAID AT LEAST 1D
FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OP, BARRIERS
PREVENT A 10 FORT LATERAL SEPARATION--1N WHICH CASE: (1I THE WATER MAIN IS LA[D IN A SEPERATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR
I21 TH£WATER MAIN IS LAID iN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATEQ
ON ONESIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF , THE WATER MAIN AT LEAST 96 INCHES ABOVE THE TOP OF THE SEWER - ow
'2. CROSSING A WATER MAIN OV R A W ~ E SE ER ~ t p~ /
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL ~ i BE LAID AT SUCH AN ELEVAfiiON IHAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 [NCHES ABOVE ~ h~
THE TOP OF THE SEWER, UNLESS LOCAL BARRIERS OR CONOITI t! PR V NT AN 1 O S E E 8 INCH VERTICAL ~ a '-p~
SEPARATION, IN WHICH CASE 80TH THE WATER MAIN ANO THE SEWER SHALL 8E CONSTRUCTED OF FERR MAT R A ~ ! 'J (XJS E 1 LS AND WITH JOINTS THAT ARE ECLIVALENT TO WATER MAIN STANDARDS FOR A OISTAIv~t o 't o
L ..r- OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. s J'
3. CROSSING .a WATER MAIN UNDER A SEWER: ~ r
WHENEVER IT iS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE ° SEWER SHALL 8E CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN ~
STANQAROS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. ~
4. A 12 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETV'IEEN STORM SE~iER AND SAN[TARY SEWER LINES OR FERROUS PIPE SPECIFIED.
S3°p , ~.1TT[.~ ~QCK~'15~~ CfZ~EI<
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1 1 ~ ~ ~ s tom' ` I s's y
- . •Q PROVIDE NEw 18" DUCT1l.E IRON PIPE - t4 lF TH R POST ~ -f A ~.r, E E E S I OE OF wATERI I NE .e:8r~~~~. ~i.5° gENOv ~ ~ ~`v ~az~~ ~ w~r~aNas
Ep of+~,o• _ a CROSSING UNDER EX. SEWER s6°3 , BASIN ~ ~~._\o ~ 9 5I" ~4 „ fl~i 'r"`` ` 'r / N I ~ `~~'Q
~ o E S2~ 54 43 E i r A9 \ I ~
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oofcs ~ F- 4 11, 25° B U 00+°~ : ~ 5 BEND
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PROUIOE NEW 24 C905 PUC PROVIDE
INFLUENT F R ~ 0 CE MAIN SILT FENCE PROVIDE 6 DUCTILE IRON PIPE ~ ~
~ ~ ~ wATERI fivE BETwEEN N ~ BE as ~E
o ~ . ~
NOIV OR FORMERLY TOWN Of Wp A ~EFoRE You olc: NC ONE CALL
LE CE DEED BOOK 1279 NOW OR FDRMERLY t TOLL FREE
PAGE 647 TOWN OF WALLACE DEED BOOK 12T8 QQ
PAGE 647 Q~ NOW OR fORMERIY
EliZABETH WESTBERRY
OEEQ BOOK 284 PAGE 113 ~
~ ~
aA ~
1-800 632 4 4 l
(0 - - 9 9 IT'S THE LAW!
34. .
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• ,EX,ISTING GRADE
• • .
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. . . • i . ~ a EXISTING GRADE.
so• I
• _ 1......: • ~ I I . E ~ .
1 , I . ~ 'PROVIDE 'NEW '78 'DUCT'IL'E ;IRON PIPE r . c e. ~
. 'I .1Q L,F •EiTHER SIDE •DF. IUAT Ft' 1., . \ ~ r r i j I: ,,ROS:SIN~ ENDER EX. 5EWEP
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N (NUA' . - _ - , 3 ~ ..MIN,: to . FOR CGNT INUATION ~ ~ I• ' 3' MINA :28
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26. : ~V E NEW , - ~
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DE t 2 !.NEW 24" ' C~~O
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~ . . PLAN & PROFILE EFFLUENT 1+97 - 16+00 . INFLUENT FORCE MAIN 49+50 57+00
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w . ~s~s~~° . b ~ ~=°o~ a. T(}ti1~rN OF UVALLRCE DUPLIN CQUN~'Y NORTH CAROLI~tA
W/ RETAINER L NO . : : . GAS . ~ . i8 REQ O1 FORCE MA1tJS
Q .t4• REQ' . ~ WaT!'R LIN . . ~ t1~ Lr-~1 ~ L./ ~ ,tn1 ~ ~ : . ~ 2~~43 µ oWNER~ TOWN 0)' WALLACE aESlsrdEO~ [.ES
g ~ :E ~ ~ ~ . . . ~ • • " " 316 c. HURRAY STREET '~'~~tv~~~'~~',R`° . wa~u~cE , ~1C za4~s aRawra: ~H~recw . ~ il'' ~ I~• Il : ~ (n1 ~ ~ • I f ~ ) . ~ auns~ss:
i ............................•~~.~3.~~....J,.~~.... NHOYE; 910285.4136 FAX: [phone]
"~+fd~tstittit~. APPROVED: LES
Lf- ASTROUD ENGINEERING, P.A. oars:':VD &°Q
` lJ 'll l ~ s~,Q:~~ I~ i 107-B COMMERCE STREET " dA11 $+L ENINESSRrn'P,E~ SCALE. 1"=50'
LL- . } c Ski ~E s GREENVILLE, NORTH CAROLINA 27858
1+00 2+00 300 LLJ 4+00 5+00 6+00 7+00 8+00 9+00 OAfE ~ r~ [phone] SHEET C24 OF 8
PROJECT NO.. P13~c~-fl09 10+00 11+00 12+00 13+00
DRAWING NQ.:

MANHOLE RING
~ COVER
FI FINISH GRADE /
TYP[CAL
MANHOLE S' MANHOLE STEPS i~z' GROUT
1 " M N c 16" O.C. 8 I. c 16" O.C.
DEPTH
PRECAST E( CONE PRECAST ECCENTRIC CONE ,
PLASTIC 4" MIN, METER 4" M1N, CRUSHED STOP
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F f FORCE MAINS FOR A[R RELEASE. ~r~1~lrftCp Szyl~~azx~i ~ moo.,, G~R~c
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GENERAL NOTES: `"`~~~-~.d,,, ,a.
1. RELATIONSHIP OF WATER MAINS TO SEWERS: t~ t s• ~sxl
LATERAL SEPARATION DF SEWERS ANO WATER MAINS: WATER MAINS SHALL BE LA10 AT LEAST 10 _a a Y F M XISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS DR WARBLERS PROVIDE NEW 24 C BOO = VC FEET LATERALL RD E INFLUENT FORCE MAIN ~~~~~II A d
PREVENT A 10 FOOT LATERAL SEPERATION--IN WHICH CA5E: FROM BURGAWIPENDER COUNTY
(11 THE WATER MAIN i5 LAID IN A SEPERAiE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 16 INCHES ABOVE THE TOP OF THE SEWER; OR l21 THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER Iv1AIN LOCATED
DN ONE SIDE ON A BENCH OF UNDISTURBED EARTH, dND W[TH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER
2. CR05SING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY FOR a WATER MAIN TO CROSS OVER a SEWER, THE WATER MAIN SHALL } I
BE LAID AT SUCH AN ELEVATION THAT THE BOTTOfa OF THE WATER MAIN iS AT LEAST i8 INCHES ABOVE
THE TOP OF THE SEWER, UNLESS LOCAL BARRIERS OR CONDITIONS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERCALS AND WITH JOINTS TNdT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE ~ ~
OF 1Q FEET QN EACH SIDE OF THE POINT DF CROSSING. 3. CR05SING A WATER MAIN UNDER A SEWER; ~
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE I (OR f-800-632-4949)
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAiN IT'S THE LAW:
STANDARDS FOR k DISTANCE DF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 4. A 12(NCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SAKITaRY SEWER
LINES OR FERROUS PIPE SPECIFIED.
. . •EX'€STINv GRAt~E. . .PROVIDE NEW ('2 )AI'R 'RELEASE .

. ~ ~ ~ ~ VALVES •TO BE •F I~EID •LOCATED . • . .................;.................;....................................;A1'..H.IGH PC3(NT, OF.,L.I~iE...........,.,........ , ...............:500 YEAR FLOOD EIEVATION'30..
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. 3MIH.. , Y A FLOOD ELEVATION 28
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c~ ~ . m . . . . . ~ PLAN & PROFILE ETAS. 48+00 -OUTFACE
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~ ~ ~ ~ ~ ~ ~ } ~ . . . ~ , ~ ~ © • ~ ~~;~~~~SI~Nq~.a TOWN OF WALLAOE QUPLIN COUNTY NORTH CAROL)NA
1 ~ ~ . . ~ ~ i. ~ I . i• ~ ~ ~ ~ ' L_,/ ~ ~:IU ~~tf ~ ~~ya, S~P~" • ~t~: OYNER, TOTYN OF VYALLACE OESIGNEOc LES
~ ~ . . ~ . ~ ~ ~ " A6DRESS' 316 E, MURRAY STREET
d ~ ~ ~ . . . 'JVALLACE , NC 2846G 0 AWN
. I' ~ \`!J'~ ' LI t1 L'~'~ ~ Lnl C-~'1 I'~ i~-J ~ yy'~~'~~~o~~~c~~~~`4' PHONE non-2a~a~3~ i-Ax A~n~~S~~s~ ~ LNJtCGUt~
: APPROVED. Li"9
LA . . . . . . . . , . , . . . . . . . . . . .
m• . . F ~i A, AsSTROUD ENGINEERING. P.A. Darr; 7t16109
W F, '107•B COMMERCE STREET JAMES N F~N(RE55~ ZJR .P.E, SCALE; 1"= 5a' -107 JS i GREENVILLE, NORTH CAROLINA 27858
[phone] , , ; . . , , . . , . . . . : . . . , .'pATE~;.., SNEET C27 OF 46
48 + 00 49+00 50+00 51+00 52 + 00 53-00 54 + 00 55+00 56+00 57+100 58 + 00 58 + 00 59+00 60+00 61+00 67+00
PROJECT NO.: P1390-001
DRAWING NO.: