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NOTES OBSERVATION TUBES (2) POLYLOK 12" DROP BOX CLEAN—OUTS (7) CLIENT:
<br /> ADELFOS
<br /> 1. P&L CONCRETE, INC., H-20 TRAFFIC RATED, 2,000 GALLON, TWO COMPARTMENT GREASE PARTNERS
<br /> INTERCEPTOR TANK. CONNECT TO KITCHEN INFLUENT LINE. LOCATION AND ELEVATION OF
<br /> INFLUENT LINE IS UNKNOWN. MAINTAIN HIGH ELEVATION. FINAL GRADE FINAL GRADE P.O. BOX 7433
<br /> 2. P&L CONCRETE H-20 TRAFFIC RATED 1 ,250 GALLON, TWO COMPARTMENT GREASE STOCKTON, CA 95267
<br /> INTERCEPTOR TANKS (2) FOLLOW TANK REFERENCED ABOVE.
<br /> 3. INSTALL POLYLOK PL-625 GREASE INTERCEPTOR EFFLUENT FILTER AT OUTLET SANITARY
<br /> TEE OF SECOND 1,250 GALLON GREASE INTERCEPTOR TANK. 'G
<br /> 4. CONNECT SECOND 1,250 GALLON GREASE INTERCEPTOR TANK TO SECOND COMPARTMENT CHRISTY SCREW-ON CHRISTY SCREW-ON 0�IRRIGATION 'y PROJECT:
<br /> IRRIGATION BOX CAP CAP ARCO
<br /> OF 5,000 GALLON CONVENTIONAL SEPTIC TANK. BOX
<br /> 5. JENSEN PRECAST CONCRETE, INC., H-20 TRAFFIC RATED, 5,000 GALLON, TWO r
<br /> COMPARTMENT, CONVENTIONAL SEPTIC TANK CONNECTED TO RESTROOM INFLUENT LINE. / SCALE: 1 " = 30' SERVICE STATION/
<br /> LINE LOCATION AND ELEVATION ARE UNKNOWN. EXTENSION-
<br /> 6. INSTALL POLYLOK PL-250 EFFLUENT FILTER AT OUTLET SANITARY TEE OF JENSEN LENGTH CONVENIENCE STORE
<br /> CONVENTIONAL SEPTIC TANK. UNKNOWN AND
<br /> 7. CONNECT JENSEN CONVENTIONAL TANK WITH A 6" DIA., SCH. 40 PVC PIPE, OMELET HOUSE
<br /> S=0.0625"/FT, TO FIRST OF TWO P&L CONCRETE 2,000 GALLON, TWO COMPARTMENT,
<br /> CONVENTIONAL POLISHING SEPTIC TANKS. TANK TO BE INSTALLED IN TRASH ENCLOSURE 4" DIA. SCH. / RESTAURANT
<br /> AREA, AS NOTED. CLEAN-OUT INSTALLED IN H-20 TRAFFIC RATED CHRISTY BOX, OR 40 PVC LATERALS (7)
<br /> EQUIVALENT, LOCATED MIDWAY BETWEEN JENSEN TANK AND FIRST POLISHING TANK. LENGTH A
<br /> UNKNOWN O` 5' O.C. WITH CLEAN-OUTS
<br /> 8. SECOND P&L CONCRETE 2,000 GALLON, CONVENTIONAL POLISHING SEPTIC TANK TO / NT ENDS. (SEE DETAIL)
<br /> FOLLOW FIRST POLISHING TANK, AS NOTED. 2" SCH. 40 ' ' CHESNEY
<br /> 9. P&L CONCRETE H-20 TRAFFIC RATED, 2,000 GALLON, TWO COMPARTMENT CONVENTIONAL 90°X24" ELBOW LO� / i/ ' / ' CONSULTING
<br /> SEPTIC TANK TO BE INSTALLED ADJACENT TO ARCO SERVICE STATION/CONVENIENCE _a'`
<br /> STORE IN LOCATION DIRECTED BY BARGHAUSEN ENGINEERING. INSTALL POLYLOK PL-250 DON CHESNEY PE%/ ' ' CIVIL ENGINEER
<br /> EFFLUENT FILTER ON OUTLET SANITARY TEE OF THIS TANK. CONNECT ARCO TANK TO ' / i' / i ,' i
<br /> FIRST POLISHING TANK WITH 6" DIA., SCH. 40 PVC PIPE, AS NOTED. INSTALL CLEAN-OUT
<br /> MIDWAY BETWEEN THESE TWO TANKS IN H-20 TRAFFIC RATED CHRISTY BOX, OR P.O. BOX 3794
<br /> EQUIVALENT. / ; ,' LIMITS OF TURLOCK, CA 95381
<br /> 10. INSTALL ORENCO SYSTEMS, INC. BIOTUBE PVU57-1819 IN SECOND COMPARTMENT OF FILTER BED(',. i i '� i '� i � '
<br /> 209 402-1652 C
<br /> SECOND POLISHING TANK. INSTALL DUPLEX HIGH-HEAD PUMP SYSTEM PF751012, 75 ,' 209 668-1403 0
<br /> GPM, 1HP, 23OV, 60 HZ. SOIL-EFFLUENT CONNECT TO ENDS : ' ,' i , ' k209 668-2598 F
<br /> '
<br /> 11 . INSTALL ORENCO SYSTEMS MVP-DAX2DM CONTROL PANEL ON WEST SIDE OF TRASH INTERFACE OF LATERALS WIRE MESH TIED � <v % ,'� �� ,'��' (SEE DETAIL)
<br /> OBSERVATION TUBES
<br /> ENCLOSURE BLOCK MASONRY WALL. AROUND PIPE ENIDS
<br /> 12. CONNECT 2" DIA., SCH. 40 PVC FORCE MAIN PIPE FROM BIOTUBE PUMP CHAMBER TO NOT TO SCALE NOT TO SCALE NOT TO SCALEj
<br /> FILTER BED MANIFOLD. BEND PIPE TO PROPER ANGLE IN FIELD AND SET BEND AGAINST ; <� So F. P� _
<br /> NATIVE, UNDISTURBED SOIL. OFFSET FORCE MAIN CONNECTION TO MANIFOLD FROM 52
<br /> �S
<br /> LATERALS (SEE PLAN DETAIL). / ; SC9 -lOj CCAS ALC 2FAe
<br /> 13. CONNECT 2" DIA., SCH. 40 PVC LATERALS (7) TO MANIFOLD, 5 FT. SPACING WITH
<br /> CLEAN-OUTS AT ENDS OF EACH LATERAL (SEE PLAN DETAIL). ORIFICES TO BE SPACED
<br /> 5 FT. APART, 0.125" DIA. FIELD DRILL WITH NEW, SHARP, DRILL BIT. ORENCO SYSTEMS FIELD BEND LO 2- O STORMWATER RETENTION
<br /> ORIFICE SHIELDS OS200 OVER EACH ORIFICE (N=147). BEND AGAINST O� �9 BASIN
<br /> LIMITS OF EFFLUENT UNDISTURBED (BY OTHERS)
<br /> 14. DEPTH OF FILTER BED WILL BE BASED ON FINAL SURROUNDING ELEVATION DETERMINED DISPOSAL AREA NATIVE SOIL
<br /> BY BARGHAUSEN ENGINEERING. FILTER BED FLOOR TO BE CONSTRUCTED LEVEL, WITH
<br /> NO NEED FOR SCARIFICATION OF FLOOR. SEE PLAN DETAIL FOR DRAIN ROCK, GEOTEXTILE
<br /> FILTER FABRIC, DROP BOX/SEEPAGE PIT LOCATIONS, OBSERVATION TUBES (2) AND SOIL 36 LIMITS OF PRIMARY
<br /> COVER TO MATCH SURROUNDING GRADE. FILTER BED \
<br /> 2" DIA. TRANSPORT LINE -/\
<br /> 15. AFTER CONSTRUCTION, TEST SYSTEM TO ENSURE 5 FT RESIDUAL HEAD FROM LASTpePi �� LIMITS OF SCH. 40 PVC
<br /> ORIFICE ON EACH LATERAL. MUST BE WITNESSED BY EHD SANITARIAN - CALL FOR �Q �Q RESERVED ORENCO BIOTUBE
<br /> INSPECTION. Q� 'sc)
<br /> AREA POLYLOK PL-250 6" DIA. SCH. 40 PWC PVU57-1819 DUPLEX
<br /> 16. ALL PVC CONNECTIONS TO BE SOLVENT WELDED WITH PURPLE PRIMER AND PVC CEMENT. o S S• EFFLUENT FILTER EFFLUENT DRAIN LINE PUMPS PF751012
<br /> 17. CHANGES IN TANK ORIENTATION, ETC. MAY HAVE TO BE MADE DUE TO FIELD CONDITIONS j1 / // �cy��c F� 2000 GAL. S=0.0625"/FT. MIN. \
<br /> ----- ------- -------------\- -- -- SE) 2000 GAL.
<br /> OR OTHER UNANTICIPATED ENCOUNTERS. ^p0 ��L �� F / SEPTIC TANK C.O. IPV H-20 \` \ 2 SEPTIC TANKS
<br /> 18, SUPPLY ACCURATE AS-BUILTS TO ENGINEER, OWNERS AND EHD. 00} 3 / �6+, O CHRISTY BOX
<br /> 19. NOTIFY ENGINEER IMMEDIATELY OF ANY CHANGES OR ADDITIONS. Q T Ay / 1
<br /> \
<br /> oe tiT� 0 / \ ❑ L
<br /> A 0 00
<br /> ARCO
<br /> SERVICE STATION PACKAGE TREATMENT
<br /> CONVENIENCE STORE
<br /> AO PLANT FOOTPRINT
<br /> (IF REQUIRED)
<br /> Q / CURBED PLANTER
<br /> AREA
<br /> 6" DIA. SCH. 40 PVC
<br /> EFFLUENT DRAIN LINE
<br /> S=0.06257FT. MIN.
<br /> C.0. IN H-20
<br /> CHRISTY BOX
<br /> pF POLYLOK PL-250 i
<br /> 36" DIA. X 25' DEEP \ / EFFLUENT FILTER
<br /> SEEPAGE PITS (3) \ / �� y 5000 GAL. O O O -
<br /> \ / 0SEPTIC TANK DRAWN BY:
<br /> \ Qy y POLYLOK PL-625 GR
<br /> PRIMARY AREA = 100'X(36' = 3600 S.F. \ / O EFFLUENT FILTER
<br /> RESERVE AREA = 100')X36' = 3600 S.F. LEASE OMELET HOUSE CHECKED BY:
<br /> 3-36" SEEPAGE PITS = 588 S.F. INTERCEPTORTANKO
<br /> 3600 + 588 = 4188 'S.F. TOTAL SOIL SCALE: 1 " = 20' O RESTAURANT
<br /> EFFLUENT DISPOSAL AREA
<br /> DATE
<br /> 2000 GAL. GREASE O 3/27/17
<br /> INTERCEPTOR TANK ----
<br /> PL1N VIEW — PRIMARY FILTER BED AND RESERVE/REPLACEMENT AREA JOB NO.
<br /> 55.16
<br /> SITE ADDRESS:
<br /> PACKAGE TREATMENT
<br /> PLANT FOOTPRINT 2ND POLISH 1ST POLISH ORIGINAL GRADE 3511 EAST CHEROKEE ROAD
<br /> (IF REQUIRED) TANK TANK STOCKTON, CA 95205
<br /> 0000 4 aa/
<br /> SEAL:
<br /> Kofessto
<br /> _J ANTICIPATED FINAL GRADE va O
<br /> CHRISTY w� ori' hese t�'p
<br /> IRRGATION BOX --- SOIL COVER DEPTH TO MATCH SURROUNDING CHEROKEE ROAD y Q
<br /> SCREW-ON GEOTECHNICAL u 79
<br /> CONTROL CAP FINAL GRADE. 6" MINIMUM FILTER FABRIC �4 1
<br /> PANEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ *
<br /> SIDEWALL OF 2° WASHED DRAIN `rf Civil '+'°
<br /> FILTER BED f ROCK COVER ale of C31i���9
<br /> EXCAVATION O O � —2" DIA. LATERAL z
<br /> OBSERVATION POLYLOK 12" DROPBOX W/ORIFICE SHIELDS 3 �7
<br /> TUBE DRAWING ITLE:
<br /> (SEE DETAIL) 4" DRAIN PIPE, ORIFICES UP WASTEWATER TREATMENT
<br /> 18" DEPTH AND DISPOSAL
<br /> WASHED 4" DIA. SCH. 40 PVC
<br /> DRAIN ROCK TIGHTLINE TO SEEPAGE PITS SITE PLAN SCHEMATIC
<br /> SOIL—EFFLUENT INTERFACE SHEET
<br /> 2.5" INTO SOIL 1
<br /> DROP Box (3-SEE AeovE>
<br /> POLISHING TANKS DETAIL ELEVATION VIEW OF PRIMARY FILTER BED
<br /> OF 1 SHEETS
<br /> NOT TO SCALE NOT TO SCALE --
<br />
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