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NOTES CLIENF:
<br /> CONCRETE* FOUNDAHON MR. STEVE CORTESE
<br /> 1 . CLOSE --IN EXISTING SEP I IC:;° TANK UNDER C.J.G. E.NVIRONMENTA1... I {E:AL F61 _ _ _-__.. __ __._._ _ _.___ __ ___ _ _._ _ ____.._.----- CORTE S E
<br /> DEPARTMENT' RUQl. IR ME:N1C AND PERM11. CXACJ LOCATION AND DEPTH OF TANK INVESTMENT
<br /> ARE UNKNOWN. COMPANY
<br /> 2, COORDINATE WITH PRIVATE LOCATOR SE:RVIC'Em TO DE:C_.INEAIE UNDERG31ROUND
<br /> __ ___ __..___,.___._ ________..___._ _..__.__._.._ _._ ____.._.._ _.__.___,___ .__._.____________.____ ___.___..______ ORIGINAE_ GRADE_ 1 YET CIRCLE,
<br /> UTILITIESETWEEEN EXISTING SEPr!t��� TANK AND FILTER BED,
<br /> 3,° INSTALL ONE E"">&L CONCRETE, INC,, H-20 1 RAF1-Ic RAI-ED, 2,000 GALLON, -TWO ITWO YTT ,
<br /> E 200
<br /> COMPARTMENT, CONVENTIONAL. SEPTIC; TANK DIRECTLY SOUTH OF EXISTING, CA 94549
<br /> CLOSED---IN .1..ANK. CONNECT INFLUENT LINES FROM BUILDING C.„ AND TETE SILOS 100% RESERVE AREA _._ ....._,._._ .............____
<br /> _1..0 THIS NEW TANK, NORTH PROJECT:
<br /> ------- _,_..._.- _____ ___.___ _,__.._. _ ......... __ .___.._ .___ __._____.-_ _ __._._.___.. ._.._ ANTICIPATED FINAL GRADE::
<br /> C!-i R I S TY
<br /> 4. INSTALL. POLYLOK F'C_ -250 L:FFI_.UP:_NT FILTER AT CUTLET SANITARY TEE OF" 2,000 IRRIGATION FOX COMMERCE
<br /> GALLON
<br /> SOIL COVER DEPTH TO MATCH SURROUNDING HOLLY
<br /> GALLONt;CFNVk1C:NTIONALSEPTIC TANK. SCREW -ON ____.---�` ____.E.C� SCALE Gt C7TE::cFTN!C:AE_ CENTER 5, INSTALS. DIREC;ILY SOUTH OF 2,000 GALLON TANK„ ONE Fl&,I_. CONCRETE FNOT 1 ---20 CAP FINAL GRADE, 0" MINIMUM FILTER FABRIC
<br /> .
<br /> TRAFFIC RATED 1 ,250 GALLON„ TWO COMPARTMENT CONVENTIONAL SEPTIC TANK. LAI(=RALS (7) SIDFWAI_L OF---- ,._2" WASHED DRAIN
<br /> CONNECT C,ROSSOVFR WITH 1 % GRADE BFIWLEmmN TANKS. FILTER BED _____. ___.______ __._—____ ._.-____.�___ _.
<br /> I O.C: WITH CLEAN — OUTS - 1 ROCK COVER 20500 SOUTH
<br /> L-EXCAVA TION _�.____.........__ —_ ..._,,,.._._ _ __-_.________....__.,__ _ __.. _,..,_.____....._..
<br /> k1, lN`STALI._. CFRENC;O SYSTEM`S, INC, E3IOTULEE PVU57 - 1819 IN SECOND COMPARTMENT � _._,_____._ ---___-__ )!A LATE
<br /> RAL HOLLY DRIVE
<br /> (PUMP CHAMBER) OF 1 ,250 GALLON TANK, WITH CHECK VALVE KSC2000S. r, ✓ OBSERVATION _.__ W/0RIFIC E SHIELDS TRACY,7 C 1.UE'�E 9
<br /> INSI�ALL_ DUPLEX PIIGYH HEAD PUMP SYSTEM E"F��c)tE3, °E0 GPM, 1/2EiPn 115V, 0C)
<br /> Hz. (SEE DEE FAIL)
<br /> 7. INSTALL ORENCO SYSTEMS MVP -DAX2DM CONTROL PANEL, OR EQUIVALENT, ON i / 18" DEPTH ..... ___.___....__.__-___
<br /> EXISTING CHAIN—LINK FENCE:, OR WEST SIDE:. OF BUILDING G. � / � WASHED
<br /> � DRAIN ROCK
<br /> CHESNEY
<br /> 8, CONNE ,F 2" DIA., SCE , GO PVC FORCE MAIN IPE FROM BIOTUTE PUMP
<br /> 1 INTERFACE
<br /> CHAMBER. CUT A.C. APPROPRIATELY EXCAVATE SOIL CA2 FULLY AND BRING QJ SOILLUFNE
<br /> CONSULTING
<br /> _..__
<br /> FORCE MAIN UP I ROM BIOTUEEE DISCHARGE TO 12"---18" BELOW A.0, IF POSSIBLE _._-------- __._. _ _ �° U..a DON CHESNEY, PE
<br /> DUE 1.0 UNDERGROUND UTILITIES, BEND PIPE TO PROPER ANGLES IN FIELD AND Lij CIVIL ENGINEER
<br /> `TET- BENDS AGAINST NATIVE, UNDISTURBED SOIL_
<br /> P.O. OO 3704
<br /> I I I �� TURLOC , C 95381
<br /> NNf_Cu,F VALVE E)E !AIL ..T(J FORCE MAIN FOR FUTURE RESERVE AREA, VALVE: ALU
<br /> ASSEMBLY AND 2' !)IA. SC:IT. 40 PVC SR�UE _.OUT IN CHRISTY BOX, OR EOUIVALENT pp
<br /> (SEF: PLAN DE:TAIL.) � I I I ( R I � FILTERELEVATION VIEW OF PRIMARY 209 402-1632 C)
<br /> cy- I ( I I NO i C..O SCAI._E 209 668 1403 0)
<br /> 10. CONNECT FORCE MAIN TO SCH. 40 PVC EXPANSION LOOP 1..0 MAINTAIN FORCE Ld - -OBSERVATION X209) 666 2696 �)
<br /> MAIN FULL, BRING TOP OF LOOP 10 JUSF BELOW GRADE, V' I I I I � 1UE3EE>
<br /> p.-._ U-)
<br /> 1 1 . CONNECT EXPANSION LOOP ICJ 2" DIA. SCH. 40 PVC MANIFOLD AT PROFDER
<br /> L,
<br /> COELENNECT 2 SEE LfIA.PLNETDET,AfL� . MAN!FOC...D E_FLJ Li-
<br /> 1 2. C.�
<br /> SCH. )
<br /> TPVC L.AIERALS (/) TO MANIFOLD, LATERALS 30 IN Cl. c
<br /> LENGTH, APFDROX. 7" CT.C;. SPACING W11 PT CI..FAN C7UT`E AT FENDS C)F" FACET �_
<br /> p
<br /> LATERAL AND Al END OF MANIFOLD (SEE PLAN DETAIL), ORIFICES -1-0 BE c5 1 I ( --- I I I .....
<br /> I.a
<br /> SPACED 5 FT. APART, 0,125„ DIA, FIELD )FILL W� 1 ! NEW, SHARP DRILLE9 F. �
<br /> EXISTING TANK -TO
<br /> INFLUENT LINE _.._.
<br /> ORFNCO ORIFICE SHIELDS OS200 OVER EACI-! ORIFICE (N=56), LJ u� B DESTROYED
<br /> ( I I I I I ( FROM SILO �'
<br /> 13. FILTER BED FLOOR TO BE CONSTRUCTED LEVEL, WI FH NO NEED FOR
<br /> I P I I
<br /> SC',ARIE IC A910N OF FLOOR. SFE: ELAN CTFFAIL.. FOR WASHED DRAIN ROCK,
<br /> GEOI EXTILEE F=ILTER FABRIC,, AND OBSERVATION .TUBES (2). SOIL COVER ..TO MAFCE-1 -
<br /> SURROUNDING GRADE. ON—SITE SOIL_ AVAILABLE.
<br /> )9
<br /> 14. AF—IE:R CONSTRUCTION OF LATERALS, EFS1_ SYSTEM .TO ENSURE 5 F_..r RESIDUAL. PLAN VIEW OF PRIMARY AND
<br /> aj. BUILDING NORTHHEAD FROM LAST ORIFICEON EACH1A6F::RAE._. MUST BE WITNEESSE C) 13Y E.H.D.
<br /> SANITARIAN GALL_ TOFF INSPECIION,
<br /> CN`
<br /> 15, AL.E_, PVC CONNECTIONS _10 BE SOLVENT WELDED WITH PURI-LE PRIME=R AND PVC; FINAL GRADE FINAL GRADE
<br /> CEMENT
<br /> 16e SUPPLY AC CURAFEE AS—BUILTS ..1.0 ENGINEER, OWNERS AND E.H°D, NOF TO SCALE
<br /> NOTIFY17, ENGINEER iMMf!:CL!AT..ELY OF ANY CEaANGEES OR ADD&I IC7FJS. _
<br /> _-__ _
<br /> CHRIS.EY CHRISTY _ SL2mW-- ON INFLUENT LINE FROM
<br /> IRRIGATION CA=
<br /> IRRIGATION BOX CAP BUILDING G
<br /> BOX
<br /> LENGTH
<br /> UNKNOWN
<br /> __ 4" DIA. SCH. __....__,_.. 2„9 FORCE MAIN SCSI. 80 PVC
<br /> 40 PVC APPROX. 230' LENGTH
<br /> L,ENGTH
<br /> UNKNOWN
<br /> 2" SCH40
<br /> LONG SWEEID
<br /> ._........_....
<br /> _ ...
<br /> DRAWN BY:
<br /> GR
<br /> CHECKED BY:
<br /> CONNECT TO ENDS SOIL_ -EFFLUENT _.
<br /> OF LATERALS _ C,E:.:
<br /> WIRE MESH TIED — DATE
<br /> AROUND PIPE ENDS 4/17/17
<br /> CLEAN (LU�SIL OBSERVATION a„ JOB NO,
<br /> NOT O SCALE � NOT TO SCALE:
<br /> —___-------_----------------
<br /> CITE ADDRESS:
<br /> TO MANIFOLD 20500 SOLITH HOLLY DRIVE
<br /> TRACY, CA 95304
<br /> FINAL GRADE:: �
<br /> Ld
<br /> a
<br /> SEAL:
<br /> ppp
<br /> E1_E" UNKNOWN 8 I ISN
<br /> I I I I I @ I
<br /> I I I I I I I 'gip" � •
<br /> _. __._.._. _..... __1...._ 1----_- ___,_.L..._1 l_._._..I __.._..._---
<br /> T.O MANIFOLD„__ . --FROM PUMPDRAWINGTITI....C:
<br /> CHAMBER
<br /> (4) 90- LONG SWEEPS WASTEWATER TREATMENT
<br /> AND DISPOSAL
<br /> SITE PIAN SCHEMATIC
<br /> FROM PUMP SHEET
<br /> ELEVATION
<br /> E EW OF VALVES CHAMBER
<br /> EXPA.NSION LOOP
<br /> NOT TO SCALE FOR REP. NOT- T 0 . CALF WASTEWATER TREATMENT AND DISPOSAL SYSTEM PLAN VIEWOF
<br /> NO.F TO SCAI._E
<br />
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