20060834 Ver 1_Site Plan_20070116

LEGEND; _ • ~ . , -
to PKNAlL V ~ ~~~~V~' -r~ r«•~.,"1 A~„ e'/~ / NOT~~: ~ i I ~ I ~ i
® - Ex15r1N~ nzoN ROD - C ~ ~ - lR~NGE M$ 8, PC rl, ~ ,y r' I' r PROP05ED PEAT MODPlLE ~ `
- FIRM ZONE f4+:' (89 ~ q - EXlarlN6 !PEON PiPE ® - G~.GULAFED PolNr ~ t ~ ~ ' ' a ~ i \ ~ ti~ r , ` PAr~L 8~3Q8 Odd ~ .`i j
A -1^IElL,4ND PLA6 ~ l ~ i ~ • v ~ ~ , (MAP fd~V15~D 12/Z1J/00 ~ ~ ~ , r ~ . y . ~ = r - N. P~'JL1DA'f DLyl7 i ~ ~
-,AREA x 1r,31~651~BY ~ • v. ~'y ~ ~ r ` ~ r r\ GOORUINArE h1ETNOD EX1a~rIN6 404 t^~7LA1~ ^ : r ~ ` _ 8~;~'f 4R£ Yt~tl DEG ~ ~i~ ; ~
t~; PROPOSED GONGRE7E' ~ ~ ~ 'v ~ ~ ~ ' -SUI~"V~YDA~'04/Ob/O6. _ ,.r f \
F(7RCE un M Cfih'iE~T~ 70 ~ *1iERrlGAL DA1UM ~ ~ , PRIJPPO~EO DRrY~AY F1Lt. U5rN6 A NAT(OI~Y'NDE l8 , , ` r' , oW e~~rnt+c-f~n:v Fo~o ~ ~ r ~ . v ' ~
NAI/G 86, BASED ON ~ 4 . 3 ts~r~, , ' PROPOSED GRAVEL f ; 'Fa19r,F MaiN Pile ~ t . ~ , f • GAL1 TOIL FRET
SURVE79N5, ~ r-~ f't~1.11' }',Illt ~ , . o,rACCURracr~ . • ` 1'I~ ~4TLfiNTlG G;~ ~ cn K ,
F'ROPO,Sm DRl vEfNAr FILL L~lN6 A NAr10NWrDE l4 ~ _ - PROPOSEDDRArNP1 " j . ' a " 7O~F,16 ,1$. ~ ELD r"1LL M1NJ / CCNTRACTU~i i0 COOIt01NATE' BC ~ . • ! ~
~ IYHERE Tlt£ CONTRACTORS ~tTH RO MA NA ON , RESPDNSIBiLITY FOR THE ;~r~, ~,1 I.ORCELfAIN QEG1N5 AND ENDS. ~ ANN 066-Q~1-17-013 . . v , N ~ • N~?RTN CARdLl~IA ~ (Ov
2242 N. HDUDAY BL 1 /D ~ s ~ s~ ` n ' ce ~ ~

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95.H5 i ~ . , `,1... , ~ a. y ,r.r,_ ~ D ~..w. J~ ~7°©~' " 11~'JLAA77 LINE r ~ y ! i = ; ~ f ' i ~ ,,w~ ~ ~ i~' I ' I ~ f~1(/f1 p*p ~
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p~ . - ~ ~ - I { .I EGA . D
. ~ -0f ~x rr n ~ ~ ~ ~ ~ r + ! sl ;r°' ;,j / Jam, emu. A . ~ J'' r 1m: ~ ~ • ~ > ~ ~ ~ `
.x , ~ _ •I . ~ • N,T,S. PVC ~~P,,,,,, a':,
~,r~~ ~ v,~(~+r ~D . ,pow ; ~ ~ ~ - , LOT 12 ~ i;~` ~ ' i 2.26 1, ~ ~ ~ PEfiMEA91;E PARKING ~ : ~ r , " I ~,fi~ 4.
f,~f9~ ''ACES (SPACES 3,4) '~r'~ ,.E'RF~ 5 FZE:iAANIT`tl ti~:~ i , _ _ .I , Tp " r ~„1 • ~ I STAY-~RPCWT TANK Cq. SRTC S~-~9~9 20Dp GAP. S~f~1iC i'ANK QR ~ p~aT » ~ a ~ r
3N . 2a' t~, g ~ ~ " , . ~ ~ -~,M'I ~ F'12E$sURE Miu~{IF'Ott1 Tq Dt'faESICNEl7'UY BORO ~ A'~ NA B L ~ .rn PLUh9BING ~ AYGl1T•FRCM. PU. P~,fAN . T , i EAUAL AS AP~PRD!~D LAY EN~PR
~ P~ ; } f d 1 ~ >k _ . riJ ~ ~ Af000LPS TU',gE [)ES{CNEf) RORD NA ~C A ~ „ ~ ~ ,;1~ l ~ I cGNTRa. PANEL. ~ ~ ; ~ `d~a~ ~ ~ ~ t l./' . CONi;RfTTE: 40Dp PS! AT ~8 RA'1~ (SFr toca' ~ t~ w~ , ~ , ~ REPNFt)RCPNG: l~-~0 SP~PDGE LOADING VENT {MOUN'I~ TO w/ oti4NNER) tn~ ~
`r a, ~ r ' ~ , . . ~ . - - ~ ~ v c ~ . i ~ Q..'~
~ . . _ . ~>a
LIE. ;a'PEt<E",N f`~ ~ ~ ;r : { ~ ~ ~ . • ~ ~EfEPInG / j ' _'A'Q~D.;N MOi~Aa w ~ r~ \ I ST6 9t8 3080 4" 140 PVC WATEfiPROOF' - L U
.---J 1 ,dh x r ~ V / b i ~ C-APA~TY). ~ l . `1?~CAT~.,MODUL t.~-,. a,,;.., y - t O r , . a ; ~q r ~C3'~ ~I 1 1 A. • ~ GAL MFG, OATE FROM O~a;ING 0 Ci1EPR0T#' SEAlEO BOOTEO OPENING ~~`+~tirrnet+~}~ I i 6, p 1:dX ~lEl, {iBNENHT
~ i i .rJ ~
8"~ ~ PAN g, iD i c?
~ >'FQPCtfR] x'~SY I ~ r ' ~ ;,~^`l~'.' tt p~~ , ~ • I~kl~tE Gw~uh,u err . , p \ \ ~ t ~ ~ a
tTT UI } t'tAllk~I,r PILSNv$~`Jl+E7 c% 1•r>~~ 1'~• + _~5t ~ ~ r ~ ~ z PA, ,"C ~ C o ,,IIII ~ . dpi IEL~.,. ,Q;,,;r ~ ~ t ~ f ~f hp r. a 0 a i~ 4A `$v j (j aN Ve~yy
_ ' ~ , . 's Nr . ~ ~ L~~ .a ~ ~ • r '1~~5'~1~ ~,4'~ FLGATB(~Iq T ~ \ .,~p•
LINE TABU ~ :;~R \ ~n ~ ~ . \ , ~ ' ? open ..ior1 _ PRESSURe°f~fANiFbLn.,,~.
LINE L NCTN _c~tt~~>E, ~ i ~ ~ v ,a „~,P . 'o E BEAi~ING ~ y f , ~ 4"~i: l / 3,95 SO '•r ~a~ NAi'7J A~ BA9~v zz~0'
~ ' e f 1'~ f~Pit~iK ' L3~ 11,86 S05 4~ 02 E ~ ; . ~ ~ ' . I ~
L40 15.65 S73 49 03 E , ,P~ . a' ry D.1'~GY, ~ ~ ,>r , a ~ ~ A ~ ~ OP, t ~
L41 16,16 Nb3°52'55"E ~~4'?<24 TOP ~ ~P - ° r. FO(11., , ~•r 5LO E r• ~,y~,. ~ CDNFTAM LAYfK1T OF PEAT ~ , ~ ,
L42 8.08 Ns9 57 31 ~ urs a 111,7'• AK AT' 1 MODULES WITH #1ANUFACTURER , ' ~ .t' P'YC BAti. VALVt. ~ '
L43 59.09' S13°46'16eW . • ' ~ 1N7'GT10N PRIOR TO CON$TTdUCT10N AND ,~4', 10.1. ~srLr'~''""~• . , . r.., ~ ~ INSTA L44 21,72 CV86°00'34'W zt~: ua°~ t~ ..,~.ti 29', ~ H~,iDfiT' LLATEON, • ` / ' . ~a (1 RFAb) b :fib . ' a $ y" THREA8E0 PVC
~,r - ,.I" 1 / L45 24,63 564'30'32'W . m A!R AREA - , • •r AAD ~ , U?pON (1 REaYD) (+T{E(6K VALVE {1 . .
+ , 60 'SdI,FT`' ' ' ° ~ CLEAN FPD DR ~ ` ' Lob 295'5 Sll°32`07"W 5 I I ~ •~i ,7' ~ % Fl.OW Nq~ REQ$Y} ON VER~ECAl, . t as
:.::'f 45 - 10.5 ~ f/' 147 5,53 S11°32`07`W NAVb 6B 3.,17.575E Flu EXTeNr ' ,~'f r 12' O:G 'a
6 . Vt ~b
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LOT 21 LOT 20 Gor iq { TANKS TO ~ INSTAU.2D T9 MEET .'0 kK
NOOE~NNR, LAWS AND RWlES FOR ~ ' 7 " v
~v ~~pp T~v ~t SEI4fA1rE 1REATAEEIVT ~ EXSROSAL, i GiLAFHIC SCALE 15A NCAC tBA .1900, RULE .1946 CONTRACTOR TO UNDERCUT 1HE DRAINPTELC AREA Tt1 ' t ,
(d) RLMO>r£ ANY RES'TTILC7iVE Mg212-0NS OR LESS b'INTAELE I S(~LS. CONTRACTOR TO BAeKFN.L. DISPOSAL AREA 1 z0 0 t0 20 40 Do EVADE UN~WT AREA WiTH CLEAN ~EAUA I SOLES. ZABA ADO -13 SERIES r°' > 'd 9 ' 12'~ PFFIFIENT FB.Tffi? a •
UNDTRNC DEpTN TO BE FIEL131}ETEBi#TtNED BY THE 6' 6• 6.
ENENNEER, ~ a
V (TAT P'~~~'C) N.T,S. t~ a a Y
1 inch s 20 ft.
tE1~sl. BACKfILL HMO cloHnv caMPAeT nu u~AL ~o~ b ~~~~d~ t~p
ca~tte Ara cay~ v~ix Ypl!srt~L {s; tau~~ Au EXPO~D PoRTtats 1. OWNER: BKS ENTERPRISES CORP. t~ ~ STRAW FROSI6rl pRU1~cn4N oL' 9RA4Pl, IIfiO to Be 1+0 Ndtt giGY(?tiCT YElil' HC1LE`3IN U~'Ntfii IM'Et) N1TH t'# t CCN `C F LE FOR LOCARNO EXISTING UNDERGROUND UTIUTIE5 RE AREAS OF WORN PRKR TD ANY WORK. PROVIO€ P.O, BOX 2103 flAC~igLL urrDq;u, ~~G q. Ltb7t FABRIC
kOEQUATE MEANS OF SUPPORT AND PROTECTION F U1IUTTES ARE TO REHASH IN PLACE. MANTEO,. NG 27$54 ( ~j rtaP aF fACCULE o to3.t6' TYP '_..I ttMp{FiLL • _
2, ENCiNEkR: OUN3EE ~ A560GATES, P,C. MATERIAL 2. R~AOt+k TREES GRAS. • SHRWBS AND OTTIER VEGETA1tON, IMPROVEMENTS OR OBSTRUCTIONS INTERFETUNG VWTW iMSTALLATWN 4F P O OR#11ER 67O ~ ELEYATtOMS SHOWN FCR REFERENCE Rr+cE mtAUE a At NE'W CONSTRUCAON UN SS NOTED OTHERWISE, KITPf HAWK, NC 27949 PURPOSES ONLY, CONTRACTOR TO ~ . v ~
3. NEW WASTEWATER SYSTEM DESIGN PARAMEtERS: 1 PNJ NWM9ER; 0866-09-17-Oi36 CONFIRM BOUND ELEVAflONS ' 'a . t. d • •t. 6 .a . ~ ap., ~ q ~'a
PRIOR 10 BEGtMNRTG WbRK
4. RECORDED REFEREtECf: M,B, Es. PC, ti u,. - ~ ' J DESIGN FLOW 10 PEOPLE q 6D GALLONS PER DAY (GPO) PER PERSON 600 DPD rirJ1, r/; ,~1, ,,}t ,g ,
LONG TERM APP11GAilON RATE (LIAR}: 1.0 GRD/$O,F'I: FOR A PEAT BIOF4TTtATIDN SYSTEM AS SET BY 1ME DCMD, 5, PROPERTY IS L9CATED IN FLR~M.IOME AE (B') M f A O%~/ ~ t c ' "'r~/s;~"+~~~~\`4~~/~ % ~ ,r•~''•: ' ZONES SUBJECT TO GRANDE &Y F,E,M.A ; , ~ti\\ r, , ~ e' o"
4 UNLE55 OTHERNISE INDICATED ON THE PLAN, GONSTRUCTIOFI OF SEWAGE COLLECTION, TREA1MEtiT AFNf 015POSAL SYSTEM i5 TO 1~~ \ ~ . \ a \ \ \ \ f v ~/~~1., i, / ,ti , CONFORM WITH SECTION ,19D0 'LAWS AND RUMS FOR 6. PARCEL AREA: 113t,3.e ~ ~ i~~r~ , f r~" x ~ ,~i ~ i~ ~ ~ ~,y ~ ~,1 ~ SWAGE TI~A'IMENT AND DI~OSAL SY" OF N9RTH (TOTAL ~LL1T AREA) ,A~ .i , \f ~ ~ r , . t ' • s ~r
CAROLINA ADMINISTRATIVE GOOE, DEPARTMENT OF ENVIRONMENT A1J6 NATURAL R 1/ ~ ~ er \'~i ~ ~ ~ ,c~ ~f ~ w ESOURGES, ~41910N OF ENVTRCNMENTAL , ~,5~ ~'i •v'., •,C~~;(\ t / MEAhTM, ON-SITE WASTEWATER SEC'{WN (1$ NCAC 16A,1900. FOR INNOVATIVE iiEP 7• ZP}IiING: &tECiAI DISTRICT ~~'~r~~~~~~Y}~~ • ~ ~ ~n '~y ~+V ~ ~ V ) AIR SYSTEM REFERENC€ IW+MS-96-1-R3 , . A ~ i>~. ~ ;.~r~ r~ ; , ~~5 ~ ~j ~~,y y 4 SC}I 4A PYC rC
.•~~J~ ~~a~~~ \ , 5. CLUVSTRUG110N OF SEWAGE CW,I.ECTION SYSTEM, TREATMENT AND DlSPQ5At SY3Tpt IS 70 CONF'O~d YkTH ANY CONOIiIt~IS LMPO~ a SEPflC SY51EM: 01.d% MIN ~
BY THE LOCAL HEALTH Di<PARTMENT. ACTIVE ~ RBRAHt SYSTETJ~ 1} DESIGN ROW; 1'E. ~
6. MATERIAL USED FOR COLLEC1iCtE AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REOUIREMENT5 AS ABOVE Efl PERSON St;E13'ING CAPACITY 0 6 s r~ QarA D7VreN wtANS rs ~~~t~
~ 2) LCN4 TERM APPLIOATtON RATE LiAR- •OL /PERSON 600 GPD ( ~ 0 GPO/ N.T,S. 7. FlLL MATERIAL SHALL HAVE SUCH 501E tEXTURE TO BE CtASSiFlEO AB SAND tRt LOAµY SAND (SON. GRgUA I) UP TO THE TOP OF 3) DL~aA05At: TYRE "A", PEAT ~0;31.TT4ATtON SYSTEM, 540 St2,FL t#2AVr1 BEO THE NfTRIFlCATiDN 1RENCHES. THE FINAL SIX INCHES OF FILL USED TO COVER THE SYSTEM SHALL HAVE A FINER TEXTURE I~DUCTTDN IN , ~w ~ fD 6'E ,~CGURAf~", 9i;~T ACCURACY NOT Q
( HORIZONTkL SETBi4CK5} , (SUCH AS GROUP 11, IU FOR THE ESTABUSWMENT OF A VEteETATiVE CkIVER. hiQRRV~RI~NG AIL ~f,~~,CT R~ la" ~,'~~'Oh{„16L~' _ LOCAThONS, TP`1° N.T.S.
THE FlLL MATERIAL THE EXISTING 5011, SHALL BE MIXED TO A DEPTH OF 51X INCHES BELOW 7ME INTERFACE, HEAVY 9. COVERAGE VEGEYATLVE COVER OR ORGANIC LEiTER MALL BE REMOVED BEFORE THE FlLL MA1ERIAL 15 INCORP~IATED. PROPOSED IMPERVI S CO ~lND DtMEN510N3 OF THE EXfSi7NG U~,l17ES F'+7lOR TO CONSI'RUCTlQN. IF' A P)lSCREPANCY STAY-RPGHT TANK CO. SRTC P'T~a~S 29GP1 GAL PUP~P' TANK OR
HOUSE A D DE CU 1~ERAGE N fN(5......,.» .............»».,,.»»».....»,..,.,..,,..,.,..,,,....»,.,,..,....»...,»»..»..1,4x3 54,FT. 8. WELL pWNTS AND PUMPS SMALL lT£ SUFFICIENT !N 512E ANO SPAGiNG TC DRAW DOYM WATER TABLE TWO TO TRREE FEET BELOW PAIL D1(XiS 690 Sp;FT, P~ FOUND, kPtOA'K SHA'LC CgA~~ AND TNT' ~PPGINEER ~£QUAL AS APPRflUED P3Y ENGPN~ER
REQUIRED EXCAVATION FOR SEPTIC AND RUMP TAMK5, CONCRETE DR14E AND WALKS.,,,.»,.,,...,,,..».»,,,.»»....»»,,...»..»,,,..,.,. ,»645 SQ;FT, ' MA~NHOl 6 ~ i~IOI'tFlED. PPrORK MAY Ct~N}'1N~!E' Upt1~1 fNaPNE~~'S C4NCPE: Q~ PSI AT 28 DAYS ~ NOTlCt: TQ P'ROCEE'D. REPNFDRClNG: Pi-~0 BRiDG€ LDAaNG
9. GRADES SHAH DE ESTABLISHED To DIVERT RUNOFF AWAY FROM TANKAf~. FlNAL GROUND ELEVATION ASTONS TANK SHAH BE AS TOTAL = 2,766 ~,FT. C FOR INDICATED ON 1HE DETAIL SWEETS. R P10710D, TANKS~E TU k G & C04ER FOR A 24
PERCENT OoYEItAGE _ (22SB SOFT./11,313.8 saFr.) x ioo ~ 24.6% (3DZ AuoWAI~E) s~'EctiDLE ua~D LEVF1. diuri 10, All SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FRpJ THE DR (~'+~AGE CALCULATION ODES NOT INCLr1DE PERA#EABIE GRAVEL PARING AINFlEED AREA. FINISH (,BADE SHALL BE LANDSCAPES ) U710G, TANKS ARE 'Rl kA~f NO 3LE UQ~Ip L~'E1. CHANG£, ~ ~ C° ~ t i~ ~ k f~ ~ I"°
TO PREVENT PONDR4G OF SURFACE WATER, VEfIETAtE ORANIFEELD AREA AS SPEGIFlED IN LANDSCAPE PLAN BY OTHERS . 10. ~iDACKS GRd1T OPfiNiND WNTT W SHOWN ARE AS PER COUNTY OF OARS AND MUST BE VERIF1E0. St19UT O~IEIG YI{T?1 WAT&R ~ ~'E~
THEY Dt9 NOT REFLECT ANY RF.SiRIGTLVE COVENANTS iHAT 'ROW? SEALAWT (T'W?K;~U Y tl:EVATIbN9 SWDkT! FOR RET'ERET4CE ~tg4T ~kT {T`!w~c~AL> ~ I ~ ~ ~ ~ w~~ ~ , ~
PURf'OSES,OM{Y, iIONiRAGTCR TT? COLTf1RIN 6Ft0EAE0 EtEt1ATIANS £A&T dQ11G1~N iRGN k!6~(S, 91G. VYAiEkAtE M1+NK(I~ AN ~ FRAM ANO cG~tt wFAI S±R~R UU - v 2I5p ~:~za ~'t°P~~.
PPoOR TTy BEdMNN'#G WICK NOTE: 2' PVC VEdiT Wf SfSENG SAKVTARY It7T~3 €>H TIfE E~ {TYP) ~l n~~.
ALARM ANQ PUMP SMALL BE ON SEPARATE CIRCUIT' ` a IRE ~ ~ 6r, aBOYE CGNCFE S 2 SCH PVC ~ Is CONCRETE RIl~ RISER {TMR} tSiCUT OWENINC ?6T1I P"~+NP~SA,e ~ G2Ur~ O Wa~R nc~r T _ coNDRErE RLkO RISER (Tm.) +~~I;A ~
~ ' ' RN+1 41bO.5' FENOE GROIR+q ~ ; ' ; , FARCE MAIN ~ Q tr (MOUMiIsD m POST W/ CIX4TR01. RANEE,) ( TITACiTTR TT) GY RED G o ~loa' R!M a? ao.;3' Ir~~ Alrn ourNl~ Ta coda AcTVaL (rrnlcaz,) R1M 01~,1a' REFER~~ o fiOG'
~ SSE D.I,P. GRADES BEFORE oRENCa srs~MS INC. Motel. 51 PT ~ ( WHERE SPt:CIF1I=D BE+ GoMaINATTON ooNTT~si. ~ ~ , . GRAOE3 ~ ~ woRK) - A RIM a aGO.s' ~T ,la
\ 1` G \~~~x` i ~ 4 WiRES TO r.R` ti <t ~ " ? ` 51MPr~ac r:QUALIzArlwa/TITaES c4t,~4LS 'tTMER rO SET AT i.o ~ "!NJ". Ata4RM LttgiT ~ ~ ~ , , ~ ~ ` v,,~.~~ ~\~!~`~A r }
2,500 PSI P! ~ , OONaRAI. PANEL ; ~ ~ ~ti 2 NOUR„S O'FF" ~ ~ n, / ~r T ' FLA~I~ICREO d REQt~I~ED AT AEI. BEid~S f r';~'''* r'','~~~/~~Y~',ii~~~~h,~ oR as sEF ~Y BEAT Eno FTWTBt RER.)
:~;~,`'Bo~,' TOP, OF T~At1 & ~ ro ~ . ~ 17 f' ~ ~ ~ ; s
AUDIO ALARM ~ , • • . '
}p \ „3 'r\ l .....r NE?AA 4X 5 j7f 2' PYG EAU,. VALVE , A . NI r' CN40P'vC f,rFRt41 FHF~,LING ~ E ti~~ , O 1.0% MOT.
: 4 EL, , . BIMRL~E GEIVTI~AL COMROL PANEL ST W/ iW ANO HASP ~ ` STORAGE VOLUME MOVE ;e STORAGE VOLUME • 360 OAILONS
~ W/ 0T~a~aQECT 3WFFCM f' 2 THREADED RVC UNK1M " ALARM FLOAT ¦ t833 GALS ...r.....
MtIUM'Efl ON SALT TREATED P08T ,r:` , e A•. m ; i,', a / 2" CHECK VALVE ~ N •a ~ ,`r` ~ a s UOUiDLE4E1.697:53' .b ~
~ S.1' MSL 1~ ~
~ s a ANTI-SIPHON HOLE ~ 46 EL a. PULL. BARE
SCH 4A PVC FORCE MAIN TO PEIl1ARI;O PEAT pE0DE11kS ~ ALARM EL 095,86' I .n,~~1~'~or ``p,p; t ~~"'^h~T» .a.`1''`~` ~ 1 ...._......_...._.,....,.._...........I.... r~; ~ .~a w-
S ~ ti° , ~ ~ 70P OF COVER A 1. 5E~ COI4TTtp;CTOR TTI PLUMB DISCWARGE FIRING R4 SUDH MANN ' ~ ~ ' , a ~ A~rf p' ~ 1-1/3'4BUTaLRR 14 ~4 c4~ ~ a~ SEALANT IN JGMiT 'a} ~ ~ n ~ \_\V' a . xv~ n W
'FELAT ALWW"S EASY ACCESS TO GATE VALVE PiOR fT:OYI' Af~tU5TMElrr AND ; i; y'` . FLOAT TREE RUiAP ~ ('j Tb UNK3N FOR RUMP REMOVAL fir,, ~ ('FO BE 5 ~
ROTA 1~1~' FOR CLARE 2. CONiRAOTOR TT3 a'fA)TIlJ7E PUMP 015GHARGE'RlPINO SO NO ~ EACATT:D UNDETt FNSETi E011AU7 EXCESSNf ORENINO, MOVED FOR BOTTQM OF COVER t VTBPATION bCCUR5 DURING CPERAtiON, ~ r=t a DRAWING C RISER ~IAUL1T1fR1 VFN.tklE ~ 600 OAT. ~d ~ ~ v~~ ~ FOR a • a lr~rj ~ + Q
3. RULC GRAIN TO 6E STrUNtESS ~ OR 141'haH ROBE : , ~ , BE ATTACHED TD HATCH CO!iER OR G{tNGC~fE RESF~ VRRTTT~R4 CHAIN TO • . TIMER t~lA&~E EL a? 83.88' ~ O
. 1" R EASY ACCESS OFT l 7EMET+ 4. ALL #iPE OPENINGSOSkML1, BETCH. L,, g ~ e - , ~ ~ ALL ELECTRIGAE. CONDUIT ~OU1ED FOR WATERtIGHT'S~,S. . FUME 9sik ~ ~t6 a O "
~ -'I I l~l I I~I I I: ~ 5• GtRiNC'S 'SFViLI. RE WATEit1TGWT AND EAST JOR6AN RQH WVRKS, INC, WATEXRTE MANHOLE t/2` a PUMP OF'F El. A 83 tE4' , ~ 1y tiT~ DOSE VOL. 50 GALS 4 ~ ~ ~ r~ s O r ?
6. Ap pE TO BE SCH e " FTtAi,~ AID IXiVER:Mi"M.INNER E;ED - v-=2tlfa.W/' MINfMUM AUERA~ iN~iGH1"5 4b Awe , . to E 18" PUMP COVERAGE 6" ?,r,'~.fir .a O g" ; C4~11i11'S~ON A1A,
m , , SANITARY SITED tiN THE lK9 (T'li~ . . 4 TWFtES RiNG 580 L6S ~ P.BWP (1 RUMP LEAD & ; o a ...r/~~ b~. D~i6N~ !3Y
FE.onr cE,ws) ER 140 LBS & RUIN , ~ . ^ d , 23 1 4" RUE1P ~ MODEL ME75 -1~1UENT , a • , ~ IN , 0><' TAaLK 0 ~ 93.34' • • ~ INY. ~ TANK 0 . 8 ~ F . c 276° ~ ~Y~
TOTAL 501:65 e ' - p,75 ' f•: ~~y.~,r3A6D tpm, ,2;SD w, i~ • l ~ ` ~ r.y s ~ ~ e ~ ~ A GRAM PIY
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