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NOTES OBSERVATION TUBES (2) POLYLOK 12" DROP BOX CLEAN-OUTS (7) CLIENT:
<br /> 1. P&L CONCRETE, INC., H-20 TRAFFIC RATED, 2,000 GALLON, TWO COMPARTMENT GREASE
<br /> INTERCEPTOR TANK. CONNECT TO KITCHEN INFLUENT LINE. LOCATION AND ELEVATION OF PARTNERS
<br /> INFLUENT LINE IS UNKNOWN. MAINTAIN HIGH ELEVATION. FINAL GRADE FINAL GRADE
<br /> 2. P&L CONCRETE H-20 TRAFFIC RATED 1 ,250 GALLON, TWO COMPARTMENT GREASE P.O. BOX 7433
<br /> INTERCEPTOR TANKS (2) FOLLOW TANK REFERENCED ABOVE. STOCKTON, CA 95267
<br /> 3. INSTALL POLYLOK PL-625 GREASE INTERCEPTOR EFFLUENT FILTER AT OUTLET SANITARY
<br /> TEE OF SECOND 1,250 GALLON GREASE INTERCEPTOR TANK. y
<br /> I
<br /> 4. CONNECT SECOND 1,250 GALLON GREASE INTERCEPTOR TANK TO SECOND COMPARTMENT CHRISTY SCREW-ON CHRISTY SCREW-ON O
<br /> OF 5,000 GALLON CONVENTIONAL SEPTIC TANK. �j.
<br /> IRRIGATION BOX CAP IRRIGATION CAP / y PROJECT:
<br /> BOX
<br /> 5. JENSEN PRECAST CONCRETE, INC., H-20 TRAFFIC RATED, 5,000 GALLON, TWO ARCO
<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.
<br /> 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
<br /> EQUIVALENT, LOCATED MIDWAY BETWEEN JENSEN TANK AND FIRST POLISHING TANK. LENGTH Q`O ,/ LATERALS (7)
<br /> UNKNOWN 5' O.C. WITH CLEAN-OUTS
<br /> 8. SECOND P&L CONCRETE 2,000 GALLON, CONVENTIONAL POLISHING SEPTIC TANK TO AT 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
<br /> SEPTIC TANK TO BE INSTALLED ADJACENT TO ARCO SERVICE STATION/CONVENIENCE O ' i i ' i CONSULTING
<br /> STORE IN LOCATION DIRECTED BY BARGHAUSEN ENGINEERING. INSTALL POLYLOK PL-250 DON CHESNEY, PE
<br /> EFFLUENT FILTER ON OUTLET SANITARY TEE OF THIS TANK. CONNECT ARCO TANK TO ' '' ' '' ,' i ,' CIVIL ENGINEER
<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 ;' ' ;' ,' '
<br /> ' P.O. BOX 3794
<br /> EQUIVALENT. / ✓ ' ;' LIMITS OF TURLOCK, CA 95381
<br /> 10. INSTALL ORENCO SYSTEMS, INC. BIOTUBE PVU57-1819 IN SECOND COMPARTMENT OF i' /' i' ' ,' FILTER BED
<br /> SECOND POLISHING TANK, INSTALL DUPLEX HIGH-HEAD PUMP SYSTEM PF751012, 75 i i i 209 402-1652 C
<br /> GPM, 1HP, 230V, 60 HZ. SOIL-EFFLUENT CONNECT TO ENDS / '' ' ' ,'' 209 668-1403 0;
<br /> INTERFACE OF LATERALS ' ,' % ! / OBSERVATION TUBES X2091 668-2598F)
<br /> 11. INSTALL ORENCO SYSTEMS MVP-DAX2DM CONTROL PANEL ON WEST SIDE OF TRASH WIRE ME < '' ' '
<br /> ENCLOSURE BLOCK MASONRY WALL. SH TIED / v ,' ,' ,' (SEE DETAIL)
<br /> AROUND PIPE ENDS � � ,� ,� ;� �i
<br /> 12. CONNECT 2" DIA., SCH. 40 PVC FORCE MAIN PIPE FROM BIOTUBE PUMP CHAMBER TO NOT TO SCALE NOT TO SCALE NOT TO SCALE
<br /> FILTER BED MANIFOLD. BEND PIPE TO PROPER ANGLE IN FIELD AND SET BEND AGAINST
<br /> NATIVE, UNDISTURBED SOIL. OFFSET FORCE VAIN CONNECTION TO MANIFOLD FROMS
<br /> LATERALS (SEE PLAN DETAIL). / y/q � %ps <T�
<br /> 13. CONNECT 2" DIA., SCH. 40 PVC LATERALS (7) TO MANIFOLD, 5 FT. SPACING WITH < / SC'"y/gyp p�� �A�c'
<br /> CLEAN-OUTS AT ENDS OF EACH LATERAL (SEE PLAN DETAIL). ORIFICES TO BE SPACED / \\ A (� O/
<br /> 5 FT. APART, 0.125" DIA. FIELD DRILL WITH NEW, SHARP, DRILL BIT. ORENCO SYSTEMS FIELD BEND J �Lp 2'• 2s O STORMWATER RETENTION
<br /> ORIFICE SHIELDS OS200 OVER EACH ORIFICE (N=147). BEND AGAINST O/ /9 BASIN
<br /> UNDISTURBED 9
<br /> 14. DEPTH OF FILTER BED WILL BE BASED ON FINAL SURROUNDING ELEVATION DETERMINED LIMITS OF EFFLUENT NATIVE SOIL ` (BY OTHERS)
<br /> BY BARGHAUSEN ENGINEERING. FILTER BED FLOOR TO BE CONSTRUCTED LEVEL, WITH DISPOSAL AREA
<br /> NO NEED FOR SCARIFICATION OF FLOOR. SEE PLAN DETAIL FOR DRAIN ROCK, GEOTEXTILE o
<br /> FILTER FABRIC, DROP BOX/SEEPAGE PIT LOCATIONS, OBSERVATION TUBES (2) AND SOIL S LIMITS OF PRIMARY
<br /> COVER TO MATCH SURROUNDING GRADE. 6 ' FILTER BED
<br /> ,SFO/ 2" DIA. TRANSPORT LINE
<br /> 15. AFTER CONSTRUCTION, TEST SYSTEM TO ENSURE 5 FT RESIDUAL HEAD FROM LAST P /
<br /> SCH. 40 PVC �
<br /> ORIFICE ON EACH LATERAL. MUST BE WITNESSED BY EHD SANITARIAN - CALL FOR FO / �Q F LIMITS OF
<br /> INSPECTION. RESERVED ORENCO BIOTUBE
<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. ! /c AL S' EFFLUENT FILTER EFFLUENT DRAIN LINE PUMPS PF751012
<br /> 17. CHANGES IN TANK ORIENTATION, ETC. MAY HAVE TO BE MADE DUE TO FIELD CONDITIONS y1 / /' tiT� 5=0.0625"/FT. MIN.
<br /> OR OTHER UNANTICIPATED ENCOUNTERS. O� 1r 2000 GAL. O 2000 GAL.
<br /> �� i �� / SEPTIC TANK C.O. IIN H-20 ` SEPTIC TANKS
<br /> 18. SUPPLY ACCURATE AS-BUILTS TO ENGINEER, OWNERS AND EHD. O} // / \ 36,, CHRISTY BOX
<br /> O ----- ------- -----------
<br /> ---- -- -- -,
<br /> 19. NOTIFY ENGINEER IMMEDIATELY OF ANY CHANGES OR ADDITIONS.
<br /> r
<br /> s \
<br /> o / \ u L O 00
<br /> / ARCO
<br /> /' ScS �� SERVICE STATION PACKAGE TREATMENT
<br /> PO f \�y�/c' 0 / / / CONVENIENCE STORE PLANT FOOTPRINT
<br /> (IF REQUIRED)
<br /> CURBED PLANTER
<br /> DIA. SCH. 40 PVC
<br /> EFFLUENT DRAIN LINE
<br /> / j P S=0.0625"/FT. MIN.
<br /> / tS� i C.O. INH-20
<br /> CHRISTY BOX
<br /> 36" DIA. X 25' DEEP / OF POLYLOK PL-250
<br /> \ / �7 EFFLUENT FILTER
<br /> SEEPAGE PITS (3) \ / �� 2 5000 GAL. O O O -
<br /> \ O� SEPTIC TANK
<br /> �S POLYLOK PL-625 DRAWN BY:
<br /> PRIMARY AREA = 100'X36' = 3600 S.F. \ / �O EFFLUENT FILTER GR
<br /> RESERVE AREA = 100'X36' = 3600 S.F. O OMELET HOUSE
<br /> 3SEEPAGE PITS = 588 S.F. INTERCEPTOR1250 LTANKEASE O RESTAURANT CHECKED BY:
<br /> 3600600 + 588 = 4188 S.F. TOTAL SOIL SCALE: 1 " = 20' O
<br /> EFFLUENT DISPOSAL AREA
<br /> DATE
<br /> 2000 GAL. GREASE 3/27/17
<br /> PLAN VIEW - PRIMARY FILTER BED AND RESERVE/REPLACEMENT AREA INTERCEPTOR TANK O -----
<br /> JOB N0.
<br /> 55.16
<br /> PACKAGE TREATMENT SITE ADDRESS:
<br /> PLANT FOOTPRINT 2ND POLISH 1ST POLISH ORIGINAL GRADE 3511 EAST CHEROKEE ROAD
<br /> (IF REQUIRED) TANK TANK STOCKTON, CA 95205
<br /> SEAL:
<br /> 00 O O
<br /> I I
<br /> I
<br /> I I
<br /> I I
<br /> `---- CHRISTY ANTICIPATED FINAL GRADE
<br /> a4 °
<br /> IRRIGATION BOX af
<br /> - SOIL COVER DEPTH TO MATCH SURROUNDING CHEROKEE ROAD tine Oil, ech
<br /> SCREW-ON GEOTECHNICAL
<br /> esde 7
<br /> FINAL GRADE. 6" MINIMUM
<br /> CONTROL
<br /> PANEL CAP FILTER FABRIC Q ` °"
<br /> SIDEWALL OF - a
<br /> 2" WASHED DRAIN "
<br /> FILTER BED (ROCK COVER *s
<br /> EXCAVATION e civil r,2
<br /> 2" DIA. LATERAL e °f Cafit t
<br /> OBSERVATION POLYLOK 12" DROPBOX W/ORIFICE SHIELDS 3 17
<br /> TUBE DRAWING ITLE:
<br /> (SEE DETAIL) 4" DRAIN PIPE, ORIFICES UP WASTEWATER TREATMENT
<br /> 18" DEPTH
<br /> WASHED 4" DIA. SCH. 40 PVC AND DISPOSAL
<br /> DRAIN ROCK TIGHTLINE TO SEEPAGE PITS SITE PLAN SCHEMATIC
<br /> SOIL—EFFLUENT INTERFACE SHEET
<br /> 25" INTO SOIL 1
<br /> POLISHING TANKS DETAIL NOT TO SCALE NOT TO SCALE ELEVATION VIEW OF PRIMARY FILTER BED DROP BOX (3-SEE ABOVE) 9E SHEETS
<br /> a
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