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NOTES CLIEN F:
<br /> CONCRETE E-OUNDATlCJIV
<br /> STEVE T
<br /> 1 , CLOSE—IN EXISTING SEPTIC TANK UNDER S.�J.CC, ENVIRONMENTAL H EALT 1-1 __ _._.__ _._-. _________.. ________ ____,____ - ___,_ ______.__ CORTESE
<br /> DEPAR FMENT REQUIREMENT'S AND PERMIT, EXACT LOCATION AND DEPTH OF TANK
<br /> ARE UNKNOWN, INVESTMENT
<br /> 2. COORDINATE WITH PRIVATE LOCATOR SERVICE TO DLI_INEA E UNDERGROUND COMPANY
<br /> UTILITIES BETWEEN EXISTING Cf�PFIC TANK AND F�IL:TER EKED.
<br /> __,____,__-_—_____.�______._..__...__e___.__. __ ___v____________._.._______.___ __ _._ ._________.._____...__._ ___ FIrINAE_ cFAE�E 1 LAYFAYETTE CIRCLE,
<br /> ONE P&L3. INSTALL P&L CONCRETE, tlNC,, 11 -20 TRAFFIC RATED, 2,000GALLON,GALLON, TWO SUITE 200YEATTE, CA
<br /> COMPARTMcENT CONVENTIONAL SEPTIC DANK DIRECTLY SOU'TH OF EXISTING, � 94549
<br /> CLOSED -IN FANK. CONNECT INFLUENT LINES FROM BUILDING G AND THE SILOS 100% RESERVE AREA
<br /> TO JHIS NEW TANK, NORFH PROJECT
<br /> _ CHRIS T'r" _____ ___ ,_-- _,_ __.___-------
<br /> _____ ___,_,_._ -------- ___.__.,__ __-_ ANTICIPATED F I NA I.._ GRADE
<br /> 4. INF:;FAI...L, POLYL.OE< PL—250 E,FFI._UE.N1 FIL.FLP AT CJUTf_.C€ SANITARY TEE OF" 2,(LC)C) � IRRIGATION BOX -, -- E
<br /> GALLON CONVE=wNTIONAL. SEPTIC TANK. _ _.._ SOIL COVER DEPTH -FO MATCFI SURROUNDING ___ _ _.
<br /> S f ,> FILTER L.1 E,RC FABRIC
<br /> IAC,
<br /> SCEP _W JN - FINAL GRADE, CENTER
<br /> 5. INSTALL. DIREC,Y LY SOU EH OF 2,000 GALLON TANK„ ONE P&L CONCRETE F F1 20 CAP � Emm. C� MINIMUM
<br /> NOT .I_C7 SCALE
<br /> FRAFFIC RATED 1 ,250 GALLON, TWO COMPARTMENT CONVENTIONAL SEPTIC; TANK.
<br /> 1 I�`�..T�E°F ��} SID:EWA _L OF___-- ,
<br /> "_WA�_HE_....D DRAIN_A._w.INCONNECF CROSSOVER WITH 1% GRADE EE:TWEEN TANKS. O.C . WITH C[,..EAN - OUTS FILTER BED ROCK COVER
<br /> _
<br /> SOUTH
<br /> INSTALL OFENCCSYS1 EME , INC . EIJTU3EPVU5' -131cIN SECOND COMPARTMENT- EXCAVATION _.._.._.._... ___._ _.._ ._...__._.-_ _
<br /> .._ ______ __ DIA. LATERAL HOLLY DRIVE( RUMP CHAMBER) OE 1 „250 GALLON TANK, WITH cEm ;K VALVE Kac2000S. OBSERVAFION W/ORIFICESHIELDSINSTALL. DL)PLEX HIGH-41EAD PUMP SYSTEM PF5005, 50 GIM, 1/21-IP, 1 15V, 60 TUBE TRACY, r
<br /> A 95304
<br /> HZ. °`�
<br /> (SEE D_..T/"t I E._
<br /> . INSTAL[- CJR[ NCCJ SYSTEMS MVP DAX2'EJM C;C)NILLROL_ PANEL„ OR EQUIVALENT, CMV � � 18" DEPTH
<br /> EXISTING CHAIN_,..LPNK FE=NCE„ OR WEST SIDE OF BUILDING G. � � WASHED
<br /> DRAIN ROCKCHESNEY
<br /> �3.
<br /> CONNECT 2,” DIA., "ECFI. Ci C" PVC; FC)R6m MAIN PIPE FROM k310Tl.lEiE::. PUMP � c�OPI. FF1 E UE��NT INFEmE�'f ACE CONSULTING
<br /> CHAMBER, Cly 1 A.C. AF PRC)F'RIATEE_Y. F XCAVAI E SOIL_ C AEEFULf_Y AND E1fINC / _,... ___ ____..
<br /> '^y C . ,
<br /> FORCE: MAIN UP FROM BIOTUBE DISCHARGE TO 12"_ 18" BELOW A.C. IF' POSSIBLEDON PE
<br /> DUE_ TO UNDERGROUND U -II._9TIE:.. . BEND PIPE TO PROPERANGLES IN FIELD AND Lu CIVIL ENGINEER
<br /> FORCE I I I I I I
<br /> SET BENDS AGAINST NATIVE, UNDISTURBED SOIL_. 0
<br /> z
<br /> . S
<br /> ONNE C F VALVE: DLTAIL. TO FORGE MAIN FOR FUTURE RESERVE; AREA. VALVE E) 2'. �� TU .O. BOX 3794
<br /> 1
<br /> ASSEMBLY AND DIA. SCH. PVC `>1UEE- OUT IN CI-iR1S1Y BOX, OR EdC�IJIVAI..EN1
<br /> (SEE. PLAN DETAIL), Ld P I P I ( F
<br /> ELEVATION 'VIEW OF 209 402-1652 (C)
<br /> c PRIMARY FILTER BED
<br /> . aI pI I
<br /> NOT TO SCALE 209 668-1403 (0)10. CONNECT FORCE MAIN TO SC- . 40 PVC EXPANSION LOOP FO MAIN- AIN FORCE � _��_OBSERVATION 209) 666-2598 (F)FOP OFLOOP TO JUST BELOW GRADE. 0 TUBESMAIN FULL. BRING
<br /> 1 1 . CONNECT EXPANSION LOOP TO 2" DPA. SCH. 40 PVC MANIFOLD AT PROPER �a cr., - I I I P I P �...
<br /> ELEVATION (SEE PLAN DETAIL), MANIFOLD LENGTH =- 57". �a c;
<br /> 12. CONNECT 2" DPA., SCH. 40 PVC LATERALS (7) TO MANIFOLD, LAEEIRAL_S 39' IN a:
<br /> l_ENG1E1, APPROX. 7` O.C. SPACING WITH CLEAN _OUTS AT" EFNDS 017 F_ACEi ac_
<br /> `' 0 I I I I
<br /> LATERAL AND AT END OF MANIFOLD (SEE PLAN DE .AlL). ORIFICES 1..0 BE U_a
<br /> SPACED 5 FT, APART, 0.125" DIA. FIELD DRILL WITI-I NEW, SHARP DRILL BIT.
<br /> ca .D II I IP II I II INF_UENI. LINE -
<br /> CXISIINC1ANK [O
<br /> ORENCO ORIFICE SHIELDS OS200 OVER EACH ORIFICE (N-56). Ld : BE DESTROYED
<br /> FROM SILO ,
<br /> 13. FILTER BED
<br /> PLAN
<br /> E CONS TJ �� IF\ SEDDNfSCARlAiccNOF' FOR � O� SEE �AND- ALFOR WITH
<br /> RAIROCK,
<br /> GI.OE E..XTELE FILTER FABRIC, AND OBSERVATION TUBES (2). SOIL COVER 10 MATCH
<br /> SURROUNDING GRADE. ON—SITE SOLE AVAILABLE.
<br /> 57'
<br /> 1 4, AE 1E_R C;ONSIF2LJCMON OF LATERALS, TEST SYSTEM -FO ENSURE 5 FJ RESIDUAL � PRIMARY
<br /> HEAD FROM l_Ac C ORIF PCE ON EACH LAIE:RAIn_, MUST BE WITNESSED BY E,.Ei.D. gi BUILDING G
<br /> NORTH
<br /> SANTFARIAN — CAE._E_ FOR INSPECTION.
<br /> C
<br /> 15. ALL F-'VC: CONNECTIONS TO BE SOLVENT' WELDED WITH PURPE...E PRIMER AND PVC FINAL GRADE FINAL GRADE
<br /> CEMENT-. ,,.._ ... _...
<br /> 10. SUPPLY ACCURATE AS__BUIL.TF:, _T.C.J ENGINEER, OWNERS AND E.f-J.D,
<br /> NOT TO SCALE-
<br /> _
<br /> 17, NOTIFY
<br /> ENGINEER IMMEaE:7PAFEwI_.l' OF ,A(V`r` CHANGES OR AD(JI_ClONS,
<br /> CfJRI DIY _ _.._StEF2EW--ON
<br /> C RICE-1RISTY -- - SC RE_:W ON — - INFL_1.1E::N F LINE= (FROM
<br /> IRRIGAE ION CAP IRRIGATION BOX CAP BUILDING GOX
<br /> t�
<br /> µ
<br /> EXTENSION--
<br /> °
<br /> LENGTH
<br /> UNKNOWN
<br /> _ 4" DIA. SCH. 2" FORCE MAIN SCf-1. €E0 PVC
<br /> 40 PVC APPROX, 230' LENGTH
<br /> LENGTH
<br /> UNKNOWN
<br /> ._...{-" SC_;H. 40
<br /> LONE SWEEP
<br /> �w
<br /> DRAWN BY�
<br /> �.
<br /> GR
<br /> _. _............. _
<br /> CHECKED BY:
<br /> CONNECT -1-0 ENDS
<br /> OF LATERALS IN I.E_RFAC°Ew
<br /> ....
<br /> WIRE MEESEI TIED DATE
<br /> AROUND PIPE ENDS 4/17/17
<br /> CLEAN 0 81 NOF TO SCALE OBSERVATION TUBEL121 NOT TO SCALE
<br /> JJC)11 R NC7.
<br /> SITE: ADDRESS:
<br /> TOMANIFOLDC15C1f1 SOUIH NQI..!_Y DRIVEL
<br /> .TRACY, CA 95304,
<br /> F=INAL GRADE LLJ
<br /> _,_..------___---------____ ___.__-----__-a_....._.
<br /> SEAL
<br /> 0
<br /> _ _. µ
<br /> o i n F
<br /> LJ
<br /> FIT. UNKNOWN
<br /> ___ a a s
<br /> TO v1AN I f=OLD-_ --
<br /> _ F E O M PUMP
<br /> -------_____ __..._......
<br /> ° _ DRAWING flFt_
<br /> (4) DO" LONG SWEEPS WASTEWATER
<br /> dryygqR pgWT gqT
<br /> IIS DISPOSAL
<br /> SITE PIAN SCHEMATIC
<br /> --- FROM PUMP SHEET
<br /> ELEVATION VIEW OF PLAN VIEW OF VALVES
<br /> CHAMBER
<br /> 1
<br /> EXPANSION LOOP NOT -I-O SCALE FOR RES.ZREP. ' NOT TO SCALE WASTEWATERPLAN VIEW NOT 1-0 SCALE OF 1 SI-IE::ETS �
<br /> __._r ._..._
<br /> — - ___ - - ._......... _ --
<br />
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