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m ~ ~ D ~ WINSTON-SALEM/FORSYTH COUNTY UTILITY COMMISSION 2 ~ m o m m ®t " THIS DR,4WING WAS
~ ~ o,~ ~ o o o o ~"~"~j ' ORIGINALLY APPROVED
o ~ ~ ~ ~ ~ ~ ~ ~ ~ R. A, THOMAS WATER TREATMENT PLANT IMPROVEMENTS .~,;:a O p - w -.--~,~w Building a Of dlffer$nC2" BY JEFF COGGINS, ON cn ~ ~ ~ 0
Z o ~ 06/05!2008 AND SEALED ~ m ~ m c ~ D ~ ~ o ~ ~ BY RANDALL DEAN ASHBURN DATE REVISIONS AND RECORD OF ISSUE N0, BY CK NO. BY CK APP
m o1 ~ m ~ ~ V ~ r 2 o N ° ~ °o D A LICENSED PROFESSIONAL CYGNET ID: 145730 300-C-HOOOOKXC2 XREFt:c-site-e.DWG
~j '~I Ca 2 o o ro ENGINEER IN THE STATE
~I ~ O D ~ °o Black & Veatch International Company OF NORTH CAROLINA 16713 WF: BOi.dwg XREF2: ' SITEWORK V m z o 8520 Cliff Cameron Drive, Suite 210 SAVED: ST049530, 10/3)2008 1:09:04 PM XAEF3:
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PROPOSED USE: UTILITY - R.A. THOMAS WATER TREATMENT PLANT Y L
EXISTING ZONING: IP m ro o
ZONING: GI LOT SIZE (SQUARE FEET): 1,912,871.8 (43.91 ACRES) a o
IMPERVIOUS AREA: 4.74 ACRES, 10.790 r ° ~ DISTURBED AREA: 24 ACRES ~
PARKING: MAXIMUM PLANT. EMPLOYEES = 15, TOTAL SPACES = 42 0 ~
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~ ; ~ ~ ! ~ DETAILED: WHS,MDD ~ o
~ ~ ~ ~ t ~ ~~,:y \d~~ NOTES: CHECKED: DWW
i ` 40' ZONING i ~ i' fi ~ Q APPROVED: JDC
SETBACK LT`AIE~ a 1. IF DEDUCTIVE ALTERNATIVE A IS SELECTED, .ALL WORK INSIDE OF CLOUDED AREA C~ DATE: 06/25/2008 ~~o IS TO BE DELETED INCLUDING ALL WORK ASSOCIATED WITH THE EXISTING RESIDUALS
~ ~ ~ o` y \ b ~ STORAGE LAGOONS. REFER TO SHEETS B7, 811, AND B14 FOR MORE INFORMATION. 0 112 ~
~ ~ V ~ TYPE ~2 MIN 15, Qo Qo
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-"1 NOTE 11, SHEET 89 FOR ADDITIONAL / ro n ~ o n ~
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Q' SALEM LAKE i SALEM LAKE',CHEMICAL tS ~ lJ J ~ o
i FEED STRUC ~ ',~1 ~ MEET B 18 FEED STRUCTURE ~f~~ r m ~ v ti .
(SHEET B,18) _ _
~ J' Q , ~ , r - ~ -
~o i N 8.52982.28,;'i ~c U 8.52982.28. _„a=-
,o ~ ' 25 ~ _ l E 1639'989. 29; _ _ ~ - ~ 00 1639989 ~ . ~ _ ~
,NOTES. ~ ~ ~ ~ 2g -
\ \ ; i ~ ` v , ~ ~ t ` Q ~ . . ° Z _,.852968.21 ; ~ 2r ~ ri~ ~ _
;'k 1. BORE HOLE LOCATIONS DESIGNATED B-" "WERE OBTAINED FROM ~ ~ ~ 0 , ~ ~r r ~ ,h ti ~ E..._ ~ 40002,;.37 r ~
p4,~'' 3,,~ THE REPORT OF SUBSURFACE ~ ~ N 852981.59 - Z . y
~ - 6~~ EXPLORATION THOMAS WTP , ~ ~ E 1639913 20 DD3 _ ` ` ~ ~ s•
PUMP STATION AND GENERATOR ~ Q , , DD3 ~ ~`.I ~ _ , ~ O t.,: r~ '
BUILDING ADDITIONS DATED,~~` , , 15 ABANDONED r - ' afi ~ ~ g CD ~ ~STDNE CHECK, ,~,4~8" A DONED~ ~ F • r ~ ~ 23 ~ ~p _ . ~
AUGUST 23, 2002 BY TRITON r,~~` % IN-'PLACE ~ _ ~ ~ 3 ENGINEERING CONSULTAffTS. INC Q~~ _ ! o~ ` ~ IN PLACE ~ ~ _ ~ 2 m.. U 4 .0 B36 DAM (~TYP) ,
- - ~ ti ~ r. ,W ~ , ~ DD ...DIVERSION . ' _ _ y v..- Y
2. BORE. HOLE LOCATIONS DESIGNATED ~ ~ ~ . r.- ~ ~ ~ ~ ' . ~ ~ , ti f s
BH-"~'~" WERE;dBTAINED BY S&ME. ~ ~ ~ 636 ~ DITCN (TYP) ~ ~ - f ~ _ , ,r~ ~ 12" ~ ABANDONED ; .1823 ` t , . J ~ Z ~ O
\ S Q I i , r' , ?N PLACE ,r' ~FENC ~ ~ N 8522,72 91
3, CONTRAr'TpR TO PROVIDE 8" THICK i ~ ~ - , _ ~ , , ~_w ',OOA'' j ~ ~ ~ ` ~ ST SEDIMENT`' E 1601
AGGF~EGATE~SURFACE WITHIN CHAIN L.,I`IiIK FENCE`SURROUNDING OVERHE ~ ~ RD r'' ROCK DOUGHNUT ~ ' ~ 36 ` TRAP~NO.,. 2 ~ , ~ PLANT OUTLET '0- ~ O _ ~ -
- , GANG SWITCH., , ~ ,835`, INLET PROTECTION ~ ~0 ~ - ; STRUCTURE ' ~ ~ ~ ~ 100 YR FL OODPLAIN
~ti `~(TYP) ~ ~ QA ~ ~ _ - EET"~B25;). ; ~ ~~LI ~ ~ ill ,
;'~4. CONTRACTOR TO PF~OVIDE MINIM M i M , N 852745.93 ~ ~ ~ H ~S GATES, - E . 01 i 1.47 ` ~ W ~
95% COMPACTION O~F EARTH FI i ` ~ , u~ ~ 'SDI 10 004 ~ ~ , ,
WITHIN THE 50' X 5:0' UTILI Y ' ` `F~, _ ` 0 ~ ~ ~ f` r ~EXTST MH2~ 852959.84 i 0~ ~ , ~ ~6S t ~ --mot ---r- ~ ~ Q C'3 , X
:s' SUBSTATION AREA. UTILITY ~ r , _ E`.:;1639789.03 ~ ~ _ - - CUB i. _ ~ ..,;.kq SEDIMENTX . _ ~ ~ H ~I
a ~_w SUBSTATION AND SURROUNDI G Q ' . ~ ~ ~ N. ~ , _ ~ CHAIN LINK FENCE IS PROD DED;'` ' - PN
~ ~ ~ ~ N 8.52998 = . m .m~ ~o w.. ~ ~ ~*3 w oQc _ , ~ . DMH ,1 ~ ~ ~ ~ ~ ~ C'3
`':'rn ` E- 1639652:45. , , " , X N 852961:'51 ~0 ~ ~ 1 - E 3974x.45 , ~ , / ~ ~ ~ ~ ~ 5 ~ ~ N,.852737.87~ ~r Q
` - o _ , - 0 ~ 3~ i ~ ,,.E 1~~640081 69 ~r~2 2k~ ~
o ` - ~ N 85288:5.68 _ _ , \ 'fi W / ~ ,
~ E 1639710:09 ; ; , ; ~ , 1639'7 .30 by _ _ J Q ~
1 . ~ fn _ C t Z ~ . ~ , FINISHED l~a~ER ~'~FII~TSHED WATER 81~ ~ Q ~ ~ 1` ~ 4 ~ ~ ~
` ~ _ f / r m.- ~ RESERVOT~ NO. sD~ -9 f~ESEiRVOIR N0. 1 ~ ~ ~ ,
~ ~ ~ 852926.33 (SHEET M1) (SHEET M1)_ ~ ~
~ ~ F~' ~ ~ E~:~1639630~ 79~ ~ - - BH-1 f 1, Q RDMH- ,
~ ~ ~ 8 2
- N 852780 2i 2 N 852649.74 ~ ' ~ -TRANSFORMER Z ~ ~ ~ ~ ~
- A CHAIN' LIN f' f, r ~ ~ (SHEET°~~821) 772.92 , PkD (SHEE7 ; E 16400~?4.09 PAD (SHEET B2O) E 1639855 71 w \ ~ ~ ~ Q ~ f 4
~ 823, 'FEN 'E f F ~ ~ ~ ~ 772.`76' , ~ ~ 13.08 ~ r, _ ~a ° 24' DESZGNED: KBP
2 ~ - ~ ~ ~f, :773.00 N 8538 ~ DETAILED' WHS,MDD ~ ~ ~ ``o W %E 1639757.97 ~ ~ ~ '
2, g, , \ ` , , ~ , ~ } N;°$53020.44; ~N 852907.92 O ' 4`+ ~ CHECKED: DWW t
0 ~ ` ~ r'~ 16,39487.9 E 1639,635:92, ~ ~ ` R N 832805.9 ~ ~ .5 GENERATO _ N s5 ` ` Q , ; ~ -ti ~ ~ E 169742. ' N 852740. i 1 ~ f \ ~ I ~ n",~ ~ APPROVED: JDC
' ~ i : f r ; i GATES PAD" ~ E 16 , z E 1659728.45 0 ~ ~ - ~ DATE: 0612512008
OVERHEAD ~ X ~ (SHEET 616) 772.`92 85 ~05. 0 ~ ~ 772:'92 F 'BH-3 N 8~5273~. 95 '~1 w ~ ti,.~ r
WT , - B E:, 9 8 2 ~ > ; H-6 t E3 ' BH_2® SD1-8 ~ ~ ,J, o ~ 2 ~ E 1639732.11
, e~ 0 . ~ ZF 7NZS BAR DOES NOT H PLANT
~ ~ ~ U X'' k , - , ~o SILT `FENCE , , , _ ~ ~ ~ l Z, ~ ~ ~ MEASURE 1 " THEN DRAWING ZS ~ ~ B24 DRIVE N 852 48.75 S0~ ,Q NOT 70 FULL SCALE
o i ~ 635 (7XP) , , ~ ~ ~ ~ N 852837.09 _ ~ ~ i 30" STOf?Mrr E 164 051.90 a ` PROJECT N0.
` ~ ~ k r ~'4 E~ 1 V , , ~ ~ 2.35, Q~ V~ T; DRAIN N0. i' ~~573~
u , ~ ' ; ~ X METER--VAULT HEET._822) s _ i _ _ _ _ _ _ _
s ~ MATCH ? NE SEE SHEET;'89 CKFLOW,%PREVENTER ~ FINISHED WATER ~ ~ r'
, _ o ~,t C S~DEWACK - ~RB & (Sh ~ ~ \ i' ~ ~ ; M , N 8 739.3,. . ,r, 625: 24 (SHE ` 2) i SAMPLE~,,MH (Sf~EET B22) -
B ' , ~ ~ ~ r..-...._ , . , ~ 0 E. 14.25 510 J 4+0 ~ 163 a ,r~, x'852723. ,r- ~ SHEET 5+00, E 1639739.0 6±00 7 0 8+00 R H-~2
Er ~ _ 0 ~ o r ~ ~ r I i , _ ~ ~ - - kp - - - - ~ - , _ 19 OF 377

~ ~ ~ ~ ,
~ - ' A " . , ~ - ST,, a
A ~ s ,R ~0 t _ p0 SEDIMENT Z,~,C~ , ; , 6 ~ _ ~2,~ ~"RIP-RAP APRO RA 5,~~ ~ ~ 0 ~ ~ a
CONCRETE_.ENDWACL _ 83¢',, TRAP N0. 6 _ _B35 .(SHEET 625).(NOTE.,3) ~ 0 ~ 20;
" ' i ` - - - a ~ ® - cp o
` N 852586.96. : N 8525.79...95. , ~ , . , , "N~852462.6$ ~ .4 ~ ~ ` ~ : ~ _ _ _ N TE - . - ~ N .852312:'70 ti E 1640281.50 E 1640301.14=- 0_ 9- E 16,40431.68 ~6.~12 12 16 ~ ~ .o ~ ' o
} ~ ~ ~ _ ~ ~ ~ ~ E 1640 84;~ _ , A , - - i - O U z a
.N 852571, 80 D ~ , ~ , ,r.r ~ v . - _ _ _ _ 4 ~ , _ _ ~ ~ ~ _ ~ fir y ~ a~
E 1640279.27 - _ , ~ - F ; - - a , ~ ~ ' , ~ ~ ~ ~ , - ~ , - - N '85232.6.25 ~
- ~ 0 y. ,y; , . _ , -X X ~ E f64O61-1.29 - - ` X ~ w X ~A - a c ai
o s , ~ ~ ~ , . ~ yF _ _ 1~,: ~ 'H 'N 'H
N„852573.6O ~ - ~ - ~ ~ . - ~ ~ ~ ~ ` ~ _ } ~ 5 0,0 E 164,0193.65 - ~ ~ ~ ~i "r. \ y y h
NOTE 5,, . E ~ ~ ~ UO~-- ~ ~ . . _ , . I t ~ - _ j _ , ~ ~°4'8 CM - - ~ ~ - F _ } , ~~,,j~\ j U U U ~ ~ ~ ~ n N (7 tl' 47
~ - ~ t l _-qO (NOTE _ k ~ , ' " - - ~ ~A ~ ~Q~ . ~ W W W W W
; ~ ~ ~ m._, , rE ~ , , , F _ ,~F ~ _ ~ - ` _ - ~ ~ 2 p k k k k k
s., ~2 ~ _ ~ , / " _ _ , ti,, , , _ ~ GATES ~ ~ g _ ~ , - . ~ ~ , ~ ' ~ i~ ~ ~a O
. , ,_.,r ~ 52438,.60 ~ CEMH-2 _ _ ~ W Q Q
~ ' . - , , E, 164b~4`14.39'~, ~ ~ o \.~f ° M N
1 O ~ ~ i ~ ' ~ ~ ~ _ - 76 .00 ~ ~ ~ ~ ~ r~ ~ ~ ~ ~ , N~. 852410, 76 , ~ : ~ , ~ _ ~ ;NO ~ Q J M
TES4&`5 _ + ' z~ STONE SO ~ ~E ~ 1640394. ~5fi; 5 ~ j ' 40' 20' 0 40' 80' i ~ r' o
' 6 42 ~ ~ , :OUTLET ' B ~ , ~ ~ 35 ~ ~N 852408:58 ~ ~ / ~ ~ o o M ro W
_ " ~ 1 1~ r = RD H-3 E 11640429.24 ~ ; } ~ ' ~ U N N
, ' RESIDUALS , , ~ ~ ~ - ~ ` ~ = O ~ °
,N ~i~62 28 ~ ` ~ T ~'~A, 6~ 74 . ~9 ~ ~ ~ 1, - ~ ~ f , 4,, ~ / \ ~ _
E~~~164O197.' 2 ' ; ~ END'=0F °PLANT DRIVE C = A ~ } ~ ; l I ~ i ~'''o ~ ~STATI~N N +852385.:43 R ~ ! E ~ 2'
A CURB ~ f~~ ~N 2143' 87 ~ ~ ~ ~ 5 _ ` ~ ;r s ',~~.(SNEET R1)'~. , ; E;-1'640516.4'3 , ~ ~ ~ ~ ~ W .2143:87 ~ ~ 0~ ~ ~vM
B 4 ~ Q ER - , _ _ ~ - , 1i E 1,640,640.:05 'l ~'PE 140,640.:05 ' ~ ~ o ~ .r-
END OP=. PAVEMENT ' ~ i , ~ N 852479.84 / - 24~ - 0, r ~ I i
"~W E ,1640221.87 ~ , N~ 852360:04 ; ~ ~ ~ j : , ~ ~ , ~ ,i Z ~ ~ } =E 1640421 ~ 86 ~ ~ ~ 'z< ,rr ~wTo~~ k t ° ~ ° ~ m > o w
ti N 852423..84 ~ x I ~ ,t } N 852451.84 ~ ~ _ ~ ~ i ~ tt t \ U 3 ~ 4~ j
~ E 164001.85 _ , B 4 i~ a i t , ~ , - i ~ t ,i ~ E 1640155.71 ~ ~ ~ . , - 5 ~ ~ i A ~ ~ ZJ M
U ~ , ~ , } 1 1 k ~V ~ n ~WOQ~O~~D
~ } { A QO Wy~v7
~ WASH WATER ~ IN PLACE _ 1 , S , , 1 , 4 t ~ t ~ ,~1, ~0 ~ tiQ~Q~~~o
EQUALIZATION ~ ~ ~ ~ ~ ~ r jl AA~~ f
_ ' 'Y.V 1` I 8 3 3 CS~ BASIN cREEx i ~ Q ~ ~J OJ° U ~a ~ ~ ,A ~ °Q~OJW~ i j ` Mti~,NQZWti
~:ys ~ s~~ , (SHEET P1) STABILIZATION~~ } 886 ~ ';,RESIDUALS STORAGE t
METERING MH ~ NOTE 3 I f I ) I . LA N N ~ ,NOTE 5 GO 0. x 0 T HEE 82 S 0 , ' 1 l/ s ti0>~ZWZ~ OTE 5 ~ ~ ~ ~ti oQUHo ' ~ ~a~~~c~a
~~f . ~ i M ~ i i R~MH-2 ~ „ , ~ _ , HE`ET 1 S S 'I ( 1, 2 H , , f ti ~ O m CO J O W LL.
~ } N-.B'523,12t63 'til ~ ~ ~ i ~ 1 ~ V ~ ~ ~
,~a E 't 640202.'40 , SID~YVALK

0 5234 .5 ~ ~ ~1 i MH V~
N n '.,.I ' , r' , 4 7 E 16 00 k` , (SHEET B19) ~ \ OO
~ ' ~ ~ ~ < < ~ ~ ~ LDMH. 2 ~ ~ i NQTE 8' ~ -a V N m
~ i~~, I ti ~ ~~1 + ~ ~ C ~ N ~
i , i , ;1 BH 5 ~ ` i ~ ' V ~ ~`9 ~ ~ Q ~ A 1 ~ tic
x ~ ~ , ~ ~ , , } ~ ti ~ ~ i ~ "5 ~ t A ~ ® ~ 0
24, ~0,~ ~ ~ ` ~ . ~,i ~ 1 ~A C O R
y F ~ ~ ~ k. , , s ` ~ 40' ~ONTNG ~ ~ ~ o ~ ~
H WATER WAS ~ ` N ~~SETBACIS LINE ~ ~ ~A ~ ~ ~ ~ z ti ~ d
CLARIFIER ~ ~ jI a , ~ , ~ ~ , t ~
SHEET 01 ( ) F x ~ ~ , ~ m a
_ , , . J__ _ _ _ - ~ ~ ~ ` ~
, o~ - I. o LDMH''-1 ~ ; A~
+ ~ k , ~ _ Itt y , : ~ ~ , r , ~ ~ ~ \ ~ ~ 00 ` ~ \
_ _ ~ .y ~ y._ - ~ ~ 'ONE~.CHECK . CD , ~ ~g5 ' ~
, ~ DAM. TYP ~ _w ~ FOUNDATION I ~ ' - , ( ) 63f~ ~ ~ 2 m
, DRAIN' ~IEADWQ(.'L : ~ ' _ . , ~ ~ ~ n i y
~ ~ (;~HE~T B25) 0 " # ~ , \ ~n y 1 ~ ~~ry ~ tie r r~ \
N;852219.39. { " ~ - ~ - . ~ 1 r"` r i ~
E~164O~55.66 ~ ~ R ~ ~ D S , T RAE _ , , , . ~ J NOTES; i ,r O~ 2 ~ r r ~ ~ lt!
- t ~ ~ - ~ ~ tt~ ~ i t , ? ~ 1 Y _ - ~ r ~ ` ~ ~ f ,1 ~ ~ ~ ~1~~INSTALL 20-0" IDE,STRIP OF CLASS`8 RIP-RAP DOWN SLOPE INTO DIVERSION DITCH ~ W ~
- SEDIMENT i ST, E -NOTE 1 ~ , , , ~ SHEET ~~S,1)~ _ TRAP N0. 4 B36 <m ~ AS ~ SHOWN. , ~ i' ~ ~ ~ O
t, _ M I TE A C ; ~ ~NOrE `2 ~ ( )
~ , r " TO G ~ _ - - ~ " F ` ~ ~ ' ~ ~ 2.-EXIST G=FILTERED WATER,~~SIN N0. 3 TO BE EXCAVATED, DEMOLISHED, AND BACKFILLED p O ~
~ ~ ~ z ~ ~ „ , j I ~ m ~ 24 ABANDONED r ~ ~ ~ 'PR TO CONSTfiUCTIONf~F SEDIMENT,Tf~AP N0. 4 AND DIVERSION DITCH DD5. ,~,6~% ~ 5~ O
o BL ~ G AD ~ ~ k
I~ ` ( EET~ B1 ) . IN PLACE ~ l I o ~ h i CREEK Q , i ~ r p r 1OO'YEAR ~i 'REEK N; ~ ~ PRIOR ~T;O CONSTR~GTION OF~CON~RETE ENDWALL, 2-48" CMP STORM~~\pRAINS, AND ~ 'f~ ti ~ ~ ZNSTALLATION,,O,~ 12 LAGOONf~EFFLUENT UNDERNEATH EXISTING CREEKS CONTRACTOR T0~ Z ~ O
t ~ rCROBSI,NG ! FLOODPLAIN ' o ' 'ROSSI,NG `B23 ~ ~ ~ ~ INTERCEPT, ALt`FLOW FROM EXISTING CREEK AT SOME POINT UPSTREAM\OF CONSTRUCTION ~ Q Q H
~ ~ o ~ FOR FENCE= ~r. ~ 'OR FENCE ,AND TEMPO~RILY PUMP; FLOW TO~~,SOME POINT DOWNSTREAM SUCH THAT NOLWATER~FLOWS THROUGH ~ ~ 4 O f~
3 ~ ' ~ ANY DI URBED ARE,4 UNTIL CONSTRUCTION OF THESE FACILITIES IS COMPl~ETE. CONTRACTOR i r ~
r, , , f I ~ J GRAVEL DRIVE. ~ ~ ti ~ ~ l t' ~ IS,R~~'UNSIBLE FOR PROVIDING THE TEMPORARY PUMPS AND PIPING. PUMPS ,TO BE SIZED TO ~ l~ Y ~
s~ ~ ` ~ ;A , j ~ ' ~ ~ HAfODLE THE ANTICIPATED FLOWRATE~QF THE CREEK AT THE TIME OF CQN8TRUC~TION. Z Z ~
, t,rr ~ ~ ~ ~~I~ ' ~ ~ b~ D,IVERSLON~DITCH DD12 TO FOLLOW THE~PROPOSED CONTOURS SHQ~WN SO THAT IT`~'TES INTO O ~ ~ ~
ll.I ~ ~ ~ i t~i ~ , ~ r!~`~ EXISTING CREEK. RIP-RAP LINING TD REiNAIN PERMANENTLY AFTER CONSTRUCTION'~IS COMPLETE. V J ~ ~ Q f~
~ ~ ~ ~ H 13. ~ / ,4\ / 1 ~ ~r ~ ~ Z ~ ~ Q Z
, 1 , ~;a `a ~ / 5..-DIVERSION DITCHES DD6, DD11, DD12, AND DD15 ARE ,CLEAN WATER DIVERSION DITCHES AND ~ ~ ~ly ly , ~ ~ ~ ~ rho-d ' ~ MUST ~'BE STABILIZED IMMEDIATELY AFTER CON~~'RUC,TION TO PREVENT EROSION OF THE BANKS. ~ ~ ~ OQ
i i / ;~t. ~ 1 „~fr' ~ , ~ ~ , j ; ~'~:f~ , \ i
0 ~ \ t, r, 1- A, , ~ r 4 ~ 5 ~
X ~ r j t~ - - i ~ ~ ~ ~ _ 6. BORE HOLD COCATTONS DESIGNATED B-" WERE'O~TAINED FROM THE "REPORT OF SUBSURFACE Q ~ ` ` ~~i ~ r EXPLORATION THOMAS WTP PUMP STATION AND GENERATOR BUILDING ADDITIONS" DATED AUGUST ~
1 .5 + ~ ~ ~•,~t~ ~ ~i tp , I t r 0 ~ ; ST SED~I~fEN~ ~ q ~ s 1~ 0 ~ N 85212443 t ~ a i d ~ , ` 23 2002 BY TRIGON ENGINEERING CONSULTANTS. INCA ~ ~
B36 TRAP NOr 5 r` ~ ' ~ E 16'39998, 79 ~ ~ , i , ~ - i ~ ~
~ ' i ~ ~ ~ F ~ ~ CHAIN LIN ~ ! , ~ , CHAIN LIN A ~ ~ W ~ 7. BORE HOLE LOCATIONS DESIGNATEp`~~BH-" WERE OBTAINED BY S&ME. J
3 I ~ ~ FENCE`',, _ 1~ ~ 'f FENCE',. ~aB23~ ~ ~ ~ Q ~ ti .~f ~
i I , , s~ , r ~ _ , .4 . t , ~ ~ ~ 44 I ° ~ ~i ~I ~ - - } i i I _ ~ ~ r~~.~ \ 8. IF DEDUCTIVE AtTERNATIVE~A IS SELECTED ALL WORK INSTD~E OF CLOUDED AREA SHALL BE ~ ~
: ~ ~ ~ } ~ ~ ~ ~ 851873.05 ~ ~ _ N r ` " ,`r=' DELETED INCLUDING WORK'ASSOCIATED WITH THE EXISTING RESIDUALS STORAGE LAGOONS. Z
, r ; ~ , E-164O1~18:O2~ , ` ~ ° ~ , i ~ , ~ _ 1;640347:03 ~~~s ~ ~ ~ ~ 765 ~`28 _ OO ~ ~0347:Q3 r r 9. IF DEDUCTIVE ALTERNATtIVE A IS SELECTED THE FOLLOWING SHALL OCCUR (DELETE CHAIN LINK Q
, ` i , - ~ ~ ~ i~, l - ~ ` ~ ~7 s~ \ ~ ~ , , , ,~I~a FENCE INSIDE OF CLOUDED AREA; SHIFT CHAIN LINK FENCE AND ~OUBLE~GATE OUTSIDE OF Z
! _ i ~ l i } V, ~ v ~ / k 1 I / CLOUDED AREA TO 4' NORTHWEST OF EXISTING GRAVEL ROAD ADJACENT TO EXISTING RESIDUALS ~ ~
.H.w ~ , ~ ~ 0 CkE ' ING q w ~ } _ , o ' ~ ~ , , _ , ~ ~ p ~ r- ~ ~ , . , ~ _ i ( ~ ._t ~ ~ ~ ~ L31MI;TS TYP ~ , x ~ 5 'w,. r ~ STORAGE LAGOONS; TIE IN NEW CHAIN LINK FENCE TO THE REMAINING, EXISTING CHAIN LINK
~ > ) u. ' - „ a_ _ D,~ VERS14N ~ , ~ u~ r dr FENCE; LOCATED AROUND THE PERIMETER OF THE EXISTING RESIDUALS STORAGE LAGOONS; DESIGNED: KBP
t i _ i~ N ` , , DITCH,. T,1~P ~ ~ , t ~ _ B36 ,m f ) , ~ - n ~ , , ~ " ~r'~~ INSTALL SILT FENCE AS REQUIRED BELOW NEW CHAIN LINK;FENCE TO PREVENT SEDIMENT LADEN DETAILED: WHS,MDD
~r , . , ~ - , , , ~ ~ , ~ , RUNOFF FROM FLOWING INTO BRUSHY FORK CREEK. CHECKED: DWW
_ ~ ~ w ~ , . ~~T, ~ ~a ~~0. IF DEDUCTIVE ALTERNATIVE A IS SE~4ECTED THE FOLLOWING SHALL OCCUR (RE`FER TO SHEET B4 APPROVED: JDC
, ~ ~ =t sF , SI = ~ ~ ` 4 ~ , - ~ p0 . , , , , ' FOR EXISTING GRAVEL DRIVE): DELETE, PLANT,DRIVE C AND GRAVEL DRIVE INSIDE OF CLOUDED DATE: 06I05J2008
„ ~ . : D _ ` " ~ , ~ '~835~ FENCE; ~ ; - _ . ~ . ti . " o ~ : , ~ a ti ~ ~ N~ B'b 17785 51 ',AREA AND TIE PLANT DRIVE C INTO EXISTING GRAVEL DRIVE AROUND EXISTING RESIDUALS o i/2 i
~ ~ } , , . , , _ ~ , ~ ~ , ~ E j~~ ~ " ~ ~ ~ - 'i ~ s - , STORAGE LAGOONS TO PROVIDE SMOOTH TRANSITION FROM NEW ASPHALT DRIVE TO EXISTING
1 ; ~ . , ; ~ - NOTE 9 , , . , , } , , , , , ~ , _ ~.o ~I'a ; E GR~QVEL DRIVE. ~ IF THIS BAR DOES N07
u , ~ ` ~ ~ X vi { ' y , , MEASURE 1" THEN DRAWING IS , ~ y ~~~y ~ NOT TO FULL SCALE
J ~ a , , ~ 4 , ~
w ~ ~ , _ . ~ ~ ~ Q ~ PROJECT N0, ~ 0 145730
-moo ~t , } ~o~ ; ~ o ~ } ~ ~o , ~ oo ~ E 1640254.13 ~ o0 '~\'~oo ~`~soo \~oo 00 p
f- - - - v - ..~.w. ` ~ ` ~ N 851953.47 ' ~ ~ ,
M o } ~ R' '~N 85$47.27 ° ~ " ~'E 1639943.3~8~ _ _ ~ a
" b ~ i- ~ ~ ` lr 'E 16400~~9.02 i i'~~ _ ~ ~ i r _ SHEET
°a 20 OF 377

~ F F F F F y y ~ y ~ ~ y ~ ~ ~ ~ ~ > > ~ ~p °
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~ ~
~ ~ N ~ H M ~ W ~
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~ ; ~P~ / 02Wj2FW.t~. ~ ~ ~ ~;OJ~pO~~a
~ ~ QZ i
~ ao P~1'~ ~~~~Q~~Q ~ ~ O ~ zaHQZ~IN
iy , ~°s ' \ a
i oQu.°o~wa~
~ ~ ~MW~QZW~ i i \ \ Ey ~
NOTES: ~P~~' ` ~ ?ti~OQU~O
~ Oa1tp~J2~
1. ALL' BURIED BUTTERFLY VALVES SHALL BE INSTALLED PER .DETAIL F,`~,SHEET 623. Q`I~~ ~ / O~QwO i i
~ ~ ~
2, ALL BURIED VALVES SHALL BE~.,PROVIDED WITH A VALVE BOX PER DETAIL M, SHEET 823. ,p ~ ~ c P \ ~ ~ ~ G.
3. ABANDONED IN PLACE PIPING SHALL HAVE END-'CAPPED WITH CONCRETE PER DETAIL G, SHEET B23.
~ ate.-. ~ ~P~ \ 'C7 N
•4. REMAINING PIPING CONNECTED TO WATER~DISTRIBUTION SYSTEM SHALL HAVE END CAPPED WITH / V ~ 1`F' ~N O ~C
0,% \ RESTRAINED MJ CAP PER DETAIL P ~NEET 823. . ' p 5 , ~ P ~L. C 3 N i _0~ A
3~~ ' ° C
MKE FINAL CONNECTION PER DETAIL K S EET 823. ~C ~ o L ~ ~
6. NEW~`30" PIPE WILL BE ,INSTALLED AND TERMINATED AT POINT INDICATED. CONTRACTOR. SHALL pfG: ~ ~ \ 3O COA
` i PROVIDE ALL PIPING; AND FITTINGS TO MAKE CONNECTION TO NEW 30 PIPE.; "REFER TO~SECTION , i 2'~ ~ = V z
01015 PROJECT REQ(JIREMENTS FOR ADDITIONAL INFORMATION. i
~ ~ / \ v~
; Q~ ~ , . ~ ~U4 d W
,F \ ~ CONNECTION B m ~ ~ ~
, SALEM LAKE CWEMICA~ AKE CHEMICAL,r 816 ~ \ 4100
f'~ ~ ~ D ~_TRUCTURE~~ ,\oo FEE , ,S 'RUCTURE~~, Y
Q i" ~ ~ ~ i (SHEET 818). , o 8181- = A, ~N.~852978: 45., ~ _ ~ C ~
~ o E 1640012.06 ~ ~ ~ m
~ ~ ~ ~ ~
~ 1 0 ~ v ~ ~ Z ~ -
~ \ Q ~ti
p~0 ; ' r ~ ~ ~ j.. ~ Z / `R~;` r~, 111
53,, ~ ~ ~ ~ p C~'C ~ ~
~ e ~ , ~ ~P / -9~ "qB ~ 9,y Apo ~ j
~ ~ P~ oa~~~ tiFp ~ o O ~
,
e ~ ~ ~ ~ ~ - f, d' ~ ti A<9C~ ~~2 ~ O ~ ~ ly
~r / ' ~
/ i 7 „ \ S , , ~ PLANT OUTLET ~ ~ ti ~ ' STRUCTURE ~\ti ~ ~ ~ I J r ~ ~
~ 1J -I' R02-2 (SHEET 625) ~ ~ ~ ~
j ~ Q ~ ~ i
SEE NOTE 3,' ~ ~ ~ ' ` TYP SEE NOTE 3.~' ~ ~ ~ ~ RD-2' WWCE-2 ~ ~ 4 CL, (TYP) yNO 36" RESERVOIR , RO 1 WWEBO-1 ~ ~ Z ~ ~ H
i 853066.98 ` ( ) ~ ~ E 1639637.88
~ ~ i ~i `NO. 2 OVERFLOW ~ 4 ~Lgsy ~v O ~ ~ ~ 4
~ Q EXIST ~ i tk f..
MH N0. 2 ~~s,, 'V ~ ~ 0~'~ D 1-10 ~T ~ ELI Fq U Q
p~ ~ i ~ ~ j G~ ~ ~ ~ / J
~ ~3 /
53' ~ ~ Q ~ SEE ND<TE 5 . _ o g ~ ,
i 1 ~ ~ ` ~ / i ~ 30" FINISHED o'~ ~ R01- # ~QG ~N~, ~ ~ ~ P
r ~ `V rn~ ~ , ~ W ER QISCHARGE ~ - ~ ~ tip w ~
~ Z o ~ . R-~~' ~NO. 2 SS o ~ DMH 1`., 36" RESERVOZR~ ~ ~ ~~1. ~ ~ ~ ~ (SHEET i NO. 1 OVERFLOW ~ ~ X52, x0~ ~ ~
~~o y X 5~ N o ~ ~ , FWD2-2 Wiz FINISHED WATER 8161 ~
~ SEE ?i~, ~ PUMPING'~~~,STATION 9s~r~ ~ ~ Q Q
,:~,i j . NOTE 4 ~ P~ SHEET K1 f I ~ o ~ , ~ ~ ( ) FINIS FINISHED W,4TER FINISHED WATER ` ~o~ d,,`', ~ O
e , o; ~ ,,o. ~ _ RESERV RESERVOIF{ N0. `~2 Gv-404 ~ SD1-9 ~ RESERVOIR N0. 1 ~ ~ ~ Z
~ 1 ~ SSMH 5 FV-42 (SHEET M1) Z GV-402 (SHEET M1) v\ , ~O~ ~ ~ Q
P~ FV-42 (SH~ ~ ~ ~,~p,~~ , ~ ~ FWS-6' GV-403 - ~ Q
~ Q~ SEE ~ ~ i ~ 5P - Q FWS-5
'NOTE 4 ~ SWI TCHGEAR `D A s ~ 48," FINISHED ~ I \ , 4. ~FINISFIED 48 FINISHED ~ ~ ~ ti ~
~ ~ ~ i` (SHEET 821) W', FV-42 ATER SUCTION Z ~ 4TER SUCTION WATER RESERVOIF~, RD 1 ~ ~
v~ ~ p~~ QINTERCONNECT ~ ,GV-401 FV-4i DESIGNED: RDA,KRH,KBP
FWS-4 ~ I 2 ° PD FV - 42 ~ ~ `DIFFUSER A ~ ~ ~ ~ _ ~ x FWS-3 NaOCl G10 FUSER A ~ ~ W DETAILED: WHS,MDD
2 , ~ ~ i ~ CFDB1-6 ;,l G10 ;~w~ FWRI -1 °o ~ CHECKED: DWW
y9', ' , ~ ~ ~ - ~'DR,4IN ~ ~V-42 ~ GENERATOR ~ ~ ~ 48 FINIS ~ ~ APPROVED: JDC 6 F 48" FINISHED "'I
Q' ~~C82~ ~ ~ HEAD~UALL~ ~ ~ 5 x. PAD FWS- 2WATER REST WATER RESERVOIR 4,8" FINISHED DATE: 06/0512008
OVERHEAD X ' Fv-~4.2 , (SHEET 816) ~ FWS-1 NQ,. 2 EFF NO,. 2 EFFLUENT FV-41~, ti,, o t/2 1
Fv-4o GANG SWITCH WATER RESERVOIR ~ ~ NO \1 INFLUENT ~ ~ ~ %
"rn ~ ~ ~ CFMH-2 X48" Fl t~ ~ ~,r~' ~ ~ FW- 48 FINISHED ~ ~ FV-41 Z WATER FV-41 5'~0~~ 1 `,.SD1-8 ~ - TF THIS BAR DOES NOT
o Q _ 3 0~ WATER . Fv 40 UTILITY `x ~ f< o ; ' - D ~ ~ V MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE
o , FV 40 SUBSTATION ' CF 61- 3 CO 1MNS-1 M TER VAULT (SHEE VAULT (SHEET B22~.' 3~~~,tiC~ ~ FV - ~1 FW 1- 2 PROJECT N0.
i. ~ _ ~~V~-40 12 WASH 's,, r ~ RWT2; 1 RWT 1-1 - - `,WATER SUPPLY Q s _ _ 0 i _ - 48 FINISHED\,
e , N ~ , t,.' ~ ' X WATER INTERCONNECT ~ 4J~ 730 =~~VWS-2 _ FW-2 _ FW-1 ~ _ \
R, BACK ~ o I ~ ~ - - ~ r: BACK LOW'`PREVENTER 48" FINISHED FW1-3
~ FV - 40 ~ o 1' A CONNECTTON O %(SHE i ~ ' ~ I RWT2-.2 ' ~ GV=~29 Fv-41~~ Fv-41 MATCHL~INE SEE SH,~~'~~T X12 ~~3 (SHE 7 8221' i WATER
~ , ~ ~ ~ --R16 . ~ I~,.__ ~ ~ _ 1 " Na0C1 SHEET 6+00 + 8+00
a ~ ~ RWT2-3 0 5+0.0'~ 0 22 OF 377

4 a app. Q
6 y \ 3 \
24 WASH WATER c~2+ % y2+ , + : 6 + ' ~ 2, ~ Z,i ~
CLARIFIER~.EFFLUENT~ 8 y \ $ ~ ~ s ~ ~ 9~? ~ m
i ~ 6" RESIDUALS STORAGE ` CONCRETE HEADWALL NT ~A
(SHEET 825) A, LAGOON N0. 1 INFLUE ~ 0 z
,r~ ~
NOTE 6 ~ . ~ I ~ ~ ~ PV-403 RSLI1~=3 _ ~ ~ ,1 0 0 ~ a
\ NOTE 5 ____-`---_X ~ , 48 RCMP 6 RESIDUALS STORAGE X ______._:___._._X X ~ q ~ a m
~--`~'`-X + ~ ~ LAGOON INFLUENT X ~ ~ ~ . ~ 'l \ ~ ai ~ .H
RSLI~1~-1 5+00 ~ 'l 4+p0 _ h ~
~ U U 0; ~
~ , - I , ~ T, ~ NOTE 4 0 ~ f ~ ~ y.:~ k ~ \ M W ~ li, ~ It \ Zs,-' W W W W W
~ _ - ~.6"~F PV-404 i ~ W k X k k k
. , ~ \ ~ / °
i~Q RESIDUAL ~ ~ CEMH~- 2 f~~ 24 ABANDONED ~ \ ° ~ ~ \ W Q Q
m DR,4IN ~ IN PLACE ' 6" SIDUALS STORAGE \ ~ n \ \ ~ ° n ~
A ~ ~ OON N0. 2, INFLUENT k LA f ~ A 2 ° v ~r
~ I X' ,r~ G,V=424; \ _ ~ Z Y ~ ~ ~
RDMH-3 ~ i ~ M O M W W \A ;yl\ ~ U N N
\ , ~1 / ~ / V W Z O O H
y \ _ RE IDUALS FH-4 ~ ~ o I~ Q N ~
NOTE 5 r ~ ` f ti - ' \ M o \ ~ s o
W w PUMPING NorE 5 ~ o ELI 6 F W ~ ~ ~ o w
~ STATION o ~ ° ~ ~ ` . 40' 20' 0 40' 80' ~ ~ ~
GV-42,3' FH-3\ ~ ~ ('°SHEET R1) ` lW - °v°~rn
Z ~ w ti h ~ ~ W ~
ti ~ ~ ` TRENCH WALL ~~/VAA~AA/V AAA TRENCH WALL ~ ° ~ m w o w
~ ~ A
D1- PV-402 `~a Q w, ~ v , ~ 45 MIN TO ~ / ' . ~ Q,,, 45° MIN TO 90° MAX, (TYP) AA~VA%/~,, ~ ~ ~ a ~ J M
a k °2WJZtin
~ ~ ; \~AA~~V ~o W~~~~
WASH WATER H ~ \ ,ti'~9 TRENCH WALL TRENCH WALL VA//V~//V~//V~/~~`/~ 00~,=,, o a a ~'Q w W z
EQUALIZATION pv=~ '4. ~'~o w 5 , py //A//A/A//A// ~s9,~' ` HQ~~ oti~ \/A \/A~
Z BASIN LD-1- Fo o o i~ yVA~/\~- UNDISTURBED SOIL ~ ~ ~ ~ ~ ~ o a ~ ° "
~OTE 5 ~ ~ y~~ (sHEET P1) ; ~ ? ~ Q ~ RESIDUALS STORAGE i\\/\ ° 2~ N J uWi W T
RDMH- m ` ~ ~ a<
~uc2-1 LAGOON,-NO. 1 ~ 1 NaHSOs y ~ 2~~ SHEET S1 \\~\\j\\j\\j\ PIPE OF MTL o~~ a J z Z \ SPECIFIED ° m Q W o
~ ( ) //i
C D~ 2 -1 12" ,C'LARI FIER PV - 406 ON,, ~ OFL, ~
~ \ INFLUENT , qvT , . o PLAN FIN GR SURFACE ~ ~
o - CEMH-1 + ~ , ''4/ALVE MH ' C~ ~
N~ (SHEET 816) m (S EET 619 WWCI-2` ~ ) ~ ~ ~ \ app;>~ 0 0
k > METERING MH l' LDMH-2 o 60' ~"L7 V N01 0 60° MIN .c t r~1 ~ ~ ~ ~
8" RESIDUALS (SHEET B20) ~ ~ ` \ ~ 'I" ` ~ ~ ~ ,
DRAIN ~ LD-2 ~~A~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N
x 'y ~
WWCE-1 ~ ` ~
` / \ k ~ GV=425) / ^ ^ or ~V~~AA~~~ /~A AAA VA VA \ ~A~- ~ ~V ~p ~ as o
WASH WATER ` FH-5 / CONC THRUST BLOCK R z
N CLARIFIER \ ~ ~ ~ ' , . NOTE 5 ~ PIPE EMBEDM PIPE EMBEDMENT MTL SECTION ~ ~ "
~ HEE 1 ~ ~ (S T 0) NOTE . x v- S' J~ ~w~
4 '<i _ _ _ - _ 1. AREA OF BLOCK, 3 OF BLOCK, A = Bxh. SEE TABLE FOR DIMENSIONS. \ pp ~ o r h = ~ EXCEPT WHERE TOP OF BLOCK IS WITHIN 2 FEET FROM GROUND \ \ pp ' ~ ~
o ~ ~ ti ~ EN B ' LDMH-1 - - - SURFACE, TH DACE, THEN B = A/h. q 1 : aj °D
o W p + ~ k 3. MINIMUM BLOCK D W Z x ~ ~ ~ . ~ 12 iMUM BLOCK DIMENSION (B & h) SHALL BE AT LEAST OD OF. PIPE OR 1 FOOT 'lv ~y~''~ ~
~ ~ ~ ~ FOR PIPE OD ~ ~ ~ ~ p, ~ 4. THE BOTTOM OF T PIPE OD 12" OR LESS. BOTTOM OF THE BLOCK SHALL EXTEND AT LEAST TO THE BOTTOM OF THE TRENCH \ \ ~ ~ ' ~ }j ~
~ Q ~ ~ IN ALL CASES. aLL CASES. , ~ ~ 00
` ~ ~ 5. L=FITTING LENGT l~ 6 FDN DRAIN Q 6. DETAIL IS SHOWN iTTING LENGTH MINUS CLEARANCE FOR BELLS. ~
W _ PIPE. 4IL IS SHOWN FOR CAST IRON PIPE; DETAIL IS SIMILAR FOR OTHER TYPES OF ~~a - Z
N;: `
W ~ ,RESIDUALS STORAGE k ~ ~ ~
ti LAGOON NO. 2 PIPE B h ~ ~
I J (SHEET S1) 4.. 2'_4.. 2'_4.. i" ~ ~
,'I ~ ~ ' f U I MAINTENANCE % ` ~ ~ ~
~ 12" 3' -0" 6' -8" ~~a~ 60~; ~ ~ s,i
STORAGE , Q ~ ~ .
~ D o BLDG PA x r ~ , ~
(SHEET 815) C~N~ o i ` H CONCRETE THRUST BLOCKING a; J
NO SCA NO SCALE ~ ti ~ ~
~i' ~ ~ \ j J J
~ ~L C'3 , ~a
~ ~ ~ I~ Z ~WH
k k \ W O~~
\ A ~ ~ ~ . ~ NOTE 4
~ \ l (f ,i 1\ ~ ~ U Q ~JQ
/ ~ f ~~f Tl ,
r , \ k ~I d NOTES ~
t \ t \ ~ i ~ ~ ~ ~ ~ OC ~ Q
_ / SEE NOTE 3~ w ~ i'~ 1.,ALL BURIED BUTTEF~FLY VALVES SHALL BE INSTALLED PER DETAIL F, SHEET 823, ~ O ~
I (TYP) ~
~ ~~~~~d 2. ALL BURIED VALVES SHALL BE PROVIDED WITH A_VALVE BOX PER DETAIL M SHEET 823. ~ / , V ' ~ cps
0 ~i i' • ~ i W ~ ! / 3. ABANDONED IN PLACE PTR.~NG SHALL HAVE END CAPPED WITH CONC~~TE PER DETAIL G, SHEET 623, o ~I Q
\ ~ ~ ~ ~ ~ i'" Q ~
~ , ~^~a 4. IF DEDUCTIVE ALTERNATIVE A IS SELECTED ALL WORK INSIDE OF CLOUDED AREA IS TO BE DELETED ~ ~
~ A ~ ~ i' INCLUDING ALL WORK ASSOCIATED;WITH THE EXPANSION OF THE EXISTING RESIDUALS STORAGE LAGOONS. O ~ " ~
~ 5. IF DEDUCTIVE ALTERNATIVE,~~A IS~SELECTED THE FOLLOWING SHALL OCCUR\~REFER TO SHEET B4FOR ~
a L ~ ~ ~I i ` EXISTING PIPING): 6" RESIDUALS`,STORAGE LAGOON INFLUENT SHALL BE STDPPEd'jAT THE CLOUDED AREA Z Q
~ ~ RSLI2-1 i AT APPROXIMATELY N $52450.33 ANDS 1640425.27 AND TIED INTO EXISTING'24" LAGOON LINE WITH A ~ ~
\ 10 CLEARING LlMITS TYP ~ ~ x ~ TAPPING SADDLE; CUT EXISTING 24"'LAGOON LINE NORTHWEST OF 6" TIE,;IN LOCATION AND CAP IT PER
( ) i a i' ~ I `,DETAIL P SHEET%823; INSTALL NEW 8" LAGOON DECANT PIPELINE FROM~EXISTING 8" DI RETURN AT DESIGNED: RDA,KRH,KBP
~ ~ ~ i APPROXIMATELY N 852551.02 ANDS 1640265.13 TO 12" LAGOON DECANT AT TEE LSD-1; ROTATE TEE LD-1 DETAILED: WHS,MDD
\ ~ ~ i i' ~ ~ ~ ~ AND CONNECT TO NEW 8" LAGOON DECANT WITH 12" X 8" REDUCEFj; DELETE 8" AND `6" FIRE LINES
~ , ~ ~ ~ ~ DOWNSTREAM OF 8" X 8" X 6" TEE NORTH OF. WASH WATER EQUALIZATION BASIN TO FARE HYDRANTS FH-4 CHECKED: Dww AN(1~FJ~-5 INCLUDING ALL ASSOCIATED FTTTINQS, VALVES,,~AND FIRE HYDRANTS; INSTALL 8" CAP ON APPROVED: ~Dc
,~~.d x" ,PREVIOUSLY REFERENCED 8" X 8" X 6" FIRE TEE. DATE: 06(05(2008
, x`~• `;RSLI2-3 ~ ~ 0 1(2 1
~ RSLI2-2 1 NOTE 6 ~•.l 6. IF DEDUCTIVE ALTERNATIVE A IS SELECTED THE F,OiLOWING SHALL OCCUR: DELETE CHAIN LY~NK FENCE
~,a, ' INSIDE OFCLOUDED AREA; SHIFT CHAIN LINK ,FENCE~,AND DOUBLE GATE OUTSIDE OF CLOUDED'~AREA TO IF rHrs eAR DOES NDT
~ ~ r - \ i X I ~ ~ ~ X~ 4' NORTHWEST, OF EXISTING GRAVEL ROAD ~JACENT TO EXISTING RESIDUALS STORAGE LAGOONS, AND'TIE MEASURE 1" THEN DRAWING IS
~ \ ~ X i IN NEW CHAIN 'LINK FENCE TO THE REMAINING EXISTING. CHAIN LINK FENCE LOCATED AROUND THE<;'PERIMETER NOT TO FULL SCALE OF THE EXISTINQ, RESIDUALS STORAGE LAGOONS. PROJECT NO.
` 6` R` , ~ F` F I. \ ~ ~ 145730
~ i y
1 ~ ~ c0 ~ ~ ~O z'p ~ / ~O \J o ~~,o o ~o
B ~ 4 Qo so ~o , ~ o
';°o Aoo oo ~ o ~ '';°o ~ ,a ~'~,°o a ~ . o o o o SHEET
o~ ~a 23 OF 377

. a
a
8'-0" 4'-6" 4'-6" - 12' -0" 8' -0" EL 762.50 ~ Y
3'-3" 3'-3"
25'-0" _ ~~~~~~~~/V~~A ~
~ CLASS 8 RA - 2 #5@12" EWEF ro CLASS 1 RIP RAP 24" o
RIP-RAP 835 25 3 4 THICK WITH EXTENTS ~
W N 852143.44 \a 20'-10"± D T CLASS B ° ~ - N 852772.91 625 - NC 0 , o E 1639701.34 E 1640111.37 825 PER SITE PLAN II
6 8 7 _g ± 6 -8 RIP-RAP - z
~w - N NOTE 3 CLASS 1 RIP RAP
N 852589.12 ~ ~ - - - - - - - _ 24" THK W/ EXTENTS
E 1640282.15 - - - EL 785.00 a @ EDGE(TYP) n EL N PER SITE PLAN w J ,
EL 758.00 - ~ ~ a M v ~
TOW EL 762.50 @ W W W W W @ EDGE (NP) 24" WASH WATER co Z " W W W ~ a
~ w 12'• ~ o y CLARIFIER ~ ~ ~ ~ x k
EFFLUENT, ~ ~ a INV EL 759.00 III ~ Q ~
o - ~ ~ SEE NOTE - 48" CMP SD ~ ~ _ _ _ w a I I - ~ a M o
(SEE NOTE 5) ~ EL 785.33 WALL PIPE (SIM) i. @WALL (TYP)
a (TYP) (SEE NOTE 6, 36" RESERVOIR FG-405 I #5 DWLS @6" #5 DWLS ti Q ~ a ~ r
_ _ _ _ TERMINAL DETAIL A, SHT V1) ~ C _ _ FG-401 I II I j ~ OVERFLOW N0.2, ~ @12 0~ Z o ~ a I II I INV EL 759.00 ~ ~ o ~ o 0 o w
~ VALVE it II I j ~ TOW EL 789.50 II II I 36" EQUALIZATION I II I ~ W z °o °o
EXISTING 48" ~ ~ - ~ ~ BASIN OVERFLOW I II II o m W ~ a s
~ _ 1 N ~ II II I FG-~ CMP SD INV II II I FG-404 ~ ~ J #5@6" Q ° Z ~ o N o I Il I INV EL 759.00 I I II ~ #5@12" o~.oQ ~ ~ c°~ o
~ _ B25 N 852130.61 I II I EL 757.7± ~ ~ E 1639705.90 m ~ u 10" FINISHED I it I T&B a ° o
BAND A 1' COUPLING EXISTING 48" - WATER RESERVOIR °
(TYP)(SEE NOTE 5) B25 W CMP SD INV ~ 12 WASH WATER p DRAIN, INV EL 758.50 ~ `0 N ~ ~ a
EL 757.9.± 6" FOUNDATION SUPPLY TANK PLAN 2 VERFLOW - - ~ - ~ ° a o a o FG-406 , W " v, Q ~
DRAIN FROM WASH 0
WATER PPLY TANK ° E SU 1 -6 EL 758.11 FG-403 ~ #5@i2" -4" DIA @4'-0" C-C MAX Q w ~ o ~ ~
N @ 2 @WALL (TYP) (2 MIN/WINGWALL) ° ~ ~ 'a o ~ _ _ _ _ 4" DIA PERFORATED PIPE o ~ v, a o
825 - _ _ _ _ _ _ _ _ ~ Wl GRANULAR FILL WRAPPED z ~ M
W/ FILTER FABRIC TYPE A ° a °w j s ~
~n N 852745.93_ 3avi~Q~~Q
- - TOW EL 764.50 E 1640111.47 SECT ION 3 " a c Q W a x o Zac~z oti~,
WASH WATER SUPPLY TANK HEADWALL - WALL PIPE (SIM) (TYP G 3~ o a a~
B CONCRETE BELL 4" PIPE 1/4" = 1'-0" B9 (SEE NOTE 6, DETAIL A, V1 3/8" = 1' -0" B25 a ~ ~ o ~ o"v
0 0 0 0 0 @ 3'-9" CC 625 WALL PIPE FiT ING ING SHT V1) tiM~~ozW,~. ~N>OQUNO
36" RESERVOIR ° ~ o ~ ~ z ~
30" STORM OVERFLOW N0.1 o m e W o
N 48" SD ' COUPLING BAND DRAIN N0.1 INV EL 759.00 NOTES:
INV EL 757.66 (SEE NOTE 5) _ INV EL 758.11 (TYP OF 2) _ 2'-6" 2'-6" 7'-0" 2'-6° 1. 4" DIA DRAIN PIPES NOT SHOW FOR CLARITY. ~ C
„ - #5@12 u EWEF ~ _ - c ~ 1 5 2. CONSTRUCTION OF THE PLANT OUTLET STRUCTURE IS ~ Q.
4 ONLY TO BE PERFORMED DURING EXTENDED PERIODS ~ 0 0
20'-10"~ ~ EXTRA REINF - B25 OF DRY WEATHER. ~ V N o
EXIST 48" _ I PENING - I I @ 0 U2 m B~
ELEVATION CMP SD LI 3. BACKFILL SHALL 8E PLACED AGAINST THE WALL 'p ~ N ~
c~ - I CONCRETE ENDWALL - 48 sD
- _ - PLAN „ _ Bi 1 I• INV EL 757.66 PLANT OUTLET STRUCTURE - EQUALLY SUCH THAT THE DIFFERENCE OF BACKFILL y, ; c ON EITHER SIDE NO MORE THAN 2'-0" TO PREVENT O ~ °
NOTES: 114 1 -0 1J4„ I NC DOT CLASS 8 ~ _ 3 ~ ° ti 1J4 = 1 0 B10 OVERTURNING. ~ ~
• I• RIPRAP
1. APPROXIMATE RIP-RAP LIMITS SHOWN. CONTRACTOR SHALL PLACE FILTER FABRIC PRIOR TO RIP-RAP IN I _ - o - - - - INDICATED AS WELL AS ALL DISTURBED AREAS. LIMITS - ~ ~z FIN GRADE --TOW EL 789.50 s ~ ,
o - EL VARIES ~ " o
- NTRACTOR SHALL MINIMIZE DISTURBING AREAS TO THE EXTENT PRACTICAL FOR ENDWALL INSTALLATION. EXISTING _ 2. CO ° ~ NAME PLATE FOR EACH PIPE ~ co ~ Ofd ~ o s
CREEK BED a - ~ N FG-401 - EL 786.50 ~ ~ ~ ~o
3. EXTEND RIP-RAP APRON 44'-0" FROM EDGE OF CONCRETE ALONG CREEK AS SHOWW ON B1i. (SEE NOTE 4) - n
#5@12" EWEF ` ~ FINISH GRADE ~ FIN GRADE ~C ~
4. CONTRACTOR SHALL REMOVE ANY RIP-RAP AND UNSUITABLE SOIL FROM EXISTING CREEK BED AND DEWATER #5@12" EWT&B FILTER FABRIC TO PROVIDE A FIRM DRY SUBGRADE PRIOR TO PLACEMENT OF CMP AND ENDWALL. EL 785,00 m
4" DIA PERFORATED PIPE TYPE A
TIN 2 22 FOR REQUIREMENTS OF CMP AND COUPLING BAND. W/ GRANULAR FILL WRAPPED 5. REFER TO SPECIFICATION SEC 0 0 6 W/ FILTER FABRIC TYPE A I II ° 1 EL 785.33 ` ~ CLASS B RA Z
III 1 @WALL (TYP) RIP-RAP B35 O (n
SLOPE_ ti ~
SECTION 1 W i2" WASH WATER SUPPLY ~ ~
3/8" = 1'-0" 825 TANKS OVER FLOW cv
DELETE IF DEDUCTIVE - INV EL 786.00 0 0° o 0 0 0 0 0 0 0 ° ~ ~ ~
ALTERNATIVE A IS EXTRA REINF - ~INF - 0 0 0 0 0 0 0 0 0 0 0 .0 O - ° 4~ ° ° ° ° 4 4~ ° ° 4 f/1
@ OPENING U2 SELECTED PIPE ADAPTER IG U2 0 0 0 0 0 0 oQ oa U ~
COUPLING (TYP) 12 GUARDRAIL A LAP EWT&B Q ~ a ~ ° o . o ~ ti .
2'-0" 2'-0" NOTE: o ~ 1''----_ U6 G WORKING ~ Q #5@12" ~ U
FOR ORIENTATION OF HEADWALLS NAMEPLATE UNDERDRAIN PIPE SEE SITE PLANS V4 SURFACE 1'-6" 8" ~ 2#5 J
TOW EL 764,50 - ~ ~ ~
CAST IRON TERMINAL VALVE SECTION 2
SOIL PIPE FIN GRADE 3 / 8 " = 1 ' - 0" B25 ~ Z O ~
EL VARIES
%,,i , TOW O ~
FDN DRAIN, sEE DETAIL A /i\ - - SITE PLAN SHTS #5@12 EWEF - _ _ EL 762.50 a ~ ~ j
NO SCALE TYP UNO - FOR SIZE, INV EL, ( ~ ) - - _ _
AND LOCATION ~ _ „ - - I,~jl- FG 403 - - _ 1~ ~ ~ O _ ~ - I 4" DIA PIPE @4' -0" ~ W
36 RESERVOIR i l ll
OVERFLOW N0.1 I I it CONCRETE WALL THICKNESS INV EL 759.00 ~ C-C MAX (TYP) ~ W Q O ~ J
_ _ I'I II ' I . - EL 758.00 ~ Q ~
II II FG-406 g 4 LI I I . FG-404 i @ EDGE(TYP) ~ U
ELEVATION MIN I I II 36" RESERVOIR CLASS i RIP RAP 24" W ~
I~~ OVERFLOW N0.2 J I THICK WITH EXTENTS Q H
FDN DRAIN SEE o o ~ ~ ' WALL REINFORCING 12 MIN INV EL 759.00 I PER SITE PLAN ~ ~ O
SITE PLAN SHTS TYP q ~oQ o V EL FINISH GRADE NOT SHOWN ( ) _ ~ ~ FOR SIZE, IN MORTAR 0 ~ I
AND LOCATION 4" DIA PERFORATED a a • • . ° ° 0
NAMEPLATE a PIPE W/ GRANULAR °
~i;//\//\//\\//~~~ v ~ FILL WRAPPED W/ FILTER 12° o 0 o a~ o 00 0~ 00 0~ 00 a~ 00 °o-o a ~o 0 0 °a-off 0 0 0-0 o a ~a ~ Q ~ 0O o0 0~ oQ oQ o~ ~ oQ o4 oQ o~ oQ oQ oQ a N ~ °
TERMINAL ° q q o 0 FABRIC TYPE A (SEE NOTE) MIN ° q~ o-.o o~.g~ o~.o~.o ~.o o o~.o o ~.o~.o
VALVE -I n r ~ a_ p q p q_ p_ q (TYP) 10" FINISHED WAi 0 FINISHED WATER
o o. RESERVOIR DRAIN, FINISH 12 MIN A p a EL 758.11 RVOIR DRAIN, #5@i2 EWT&B a DESIGNED: KRH,KBP, DLW
B2 p a WALL TYP INV EL 758.50 GRADE COVER o 0 0 5 a ~ @ ( ) EL 758.50 NOTE 3 - ~ DETAILED; NTM, DLS,TSH
o °o°o°o° 4" DIA PERFORATED ti CHECKED: DWW PIPE W/ GRANULAR #5@12 EWEF
o°o° o°o°o° MIN LENGTH = CONCRETE PIPE ~ NATURAL OR SYNTHETIC WORKING G ING G O ~ APPROVED: JDC
\ ~ °o°o °°o°°° PIPE DIA + 8" BELL END TO MATCH ~ RUBBER JOINT FILLER SURFACE V4 SEE DETAIL RA, SH ~ - PIPE I o ° EACH SIDE OF CONNECTING 11/4 THICK X 4 WIDE, 4CE V4 FILL WRAPPED WJ FILTER ~ ~ DATE; 06/05/2008 FABRIC TYPE A (SEE NOTE) W
835, FOR RIP-RAP i,~// i, PIPE CONTINUOUS AROUND PIPE, 4" DIA PIPE °j STRUCTURAL 0 1/2 i
APRON SIZE. SLOPE AS - - #4@12" EW - 3' WI TH A HARDNESS OF 40 #5@12" EWT&B o.. @4'-0° C-C I ti IF THIS BAR DOES NOT
INDICATED ON PLANS NOTE: ~ JOINT GASKET WHEN MEASURED BY o ~ ~ _ MAX (TYP) ~ THIS DRAWING WAS MEASURE 1" THEN DRAWING IS
6" 6" 1'-6" G PERFORATED PIPE SHALL CONNECT V4 ASTM D 2240, TYPE A TO ALL 4" PIPE WALL PENETRATIONS Q - - ORIGINALLY APPROVED N07 TO FULL SCALE
DUROMETER ° cv BY JEFF COGGINS, ON - 06/05/2008 AND SEALED PROJECT N0.
AS INDICATED ON PLANS ° ° ° ~ ~j- BY DENNIS L. WOOD, 145730
CONCRETE PIPE BELL WALL FITTING DETAIL SECTION SECTION g o 0 0 0 0 0 0 0 0 0. o .0 4 A LICENSED PAOFFESIONAL ACTION 4 0000000000 0 825 ° ° ° 0 D ° ° ° a ° ° ° o ENGINEER IN THE STATE
IN T B 3l8" = 1'-0" = 1'-0" B25 OF NORTH CAROLINA, 33694
DRAIN HEADWALL - FOR RUBBER AND CONCRETE JO o FOUNDATION 6'-0" WORKING G SHEET
~ ° N SCALE B11 N SCALE ~ 0 0 - SURFACE V4 34 OF 377
Q R Q