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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 /> P.O. BOX 7433
<br /> 2. P&L CONCRETE H-20 TRAFFIC RATED 1,250 GALLON, TWO COMPARTMENT GREASE
<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 /> o
<br /> 4. CONNECT SECOND 1,250 GALLON GREASE INTERCEPTOR TANK TO SECOND COMPARTMENT CHRISTY SCREW-ON CHRISTY SCREW-ON
<br /> OF 5,000 GALLON CONVENTIONAL SEPTIC TANK.
<br /> IRRIGATION BOX CAP BOXGATION CAP / s PROJECT:
<br /> � .,++
<br /> ARCO
<br /> 5. JENSEN PRECAST CONCRETE, INC., H-20 TRAFFIC RATED, 5,000 GALLON, TWO
<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
<br /> 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, uW `
<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 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 / i 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 ; 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 ' ; ' ' CIVIL ENGINEER
<br /> FIRST POLISHING TANK WITH 6"DIA., SCH. 40 PVC PIPE, AS NOTED. INSTALL CLEAN-OUT / i ' i '
<br /> MIDWAY BETWEEN THESE TWO TANKS IN H-20 TRAFFIC RATED CHRISTY BOX, OR , ; % '/i %/i % 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 /> ' ,'
<br /> SECOND POLISHING TANK. INSTALL DUPLEX HIGH-HEAD PUMP SYSTEM PF751012, 75 209 402-1652/ i' � i �' / i
<br /> 668-1403 �C
<br /> SOIL-EFFLUENT 209
<br /> 0
<br /> GPM, 1HP, 230V, 60 HZ. INTERFACE CONNECT TO ENDS , , , ' 20
<br /> �
<br /> 9 668-2598 (F
<br /> 11 . INSTALL ORENCO SYSTEMS MVP-DAX2DM CONTROL PANEL ON WEST SIDE OF TRASH OF LATERALS /' ,' ,' OBSERVATION TUBES
<br /> ENCLOSURE BLOCK MASONRY WALL. WIRE MESH TIED � ,' i' (SEE DETAIL)
<br /> AROUND PIPE ENDS
<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 /> FILTERBED MANIFOLD. BEND PIPE TO PROPER ANGLE IN FIELD AND SET BEND AGAINST < / SC Tc�Q9Ay
<br /> NATIVE, UNDISTURBED SOIL. OFFSET FORCE MAIN CONNECTION TO MANIFOLD FROM ' /C),
<br /> �o<S �T L
<br /> LATERALS (SEE PLAN DETAIL). / L/y "C/) pc�s. A \ FP
<br /> 13. CONNECT 2" DIA., SCH. 40 PVC LATERALS (7) TO MANIFOLD, 5 FT. SPACING WITH O\\ S 2 O�FO
<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 ALp �• S O STORMWATER RETENTION
<br /> ORIFICE SHIELDS OS200 OVER EACH ORIFICE (N=147). BEND AGAINST 041 �9 BASIN
<br /> 14. DEPTH OF FILTER BED WILL BE BASED ON FINAL SURROUNDING ELEVATION DETERMINED LIMITS OF EFFLUENT UNDISTURBED (BY OTHERS)
<br /> NATIVE SOIL
<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 <0 o
<br /> FILTER FABRIC, DROP BOX/SEEPAGE PIT LOCATIONS, OBSERVATION TUBES (2) AND SOIL LIMITS OF PRIMARY
<br /> COVER TO MATCH SURROUNDING GRADE. O 6" FILTER BED
<br /> /'F 2" DIA. TRANSPORT LINE
<br /> 15. AFTER CONSTRUCTION, TEST SYSTEM TO ENSURE 5 FT RESIDUAL HEAD FROM LAST XPi'\� LIMITS OF SCH. 40 PVC
<br /> ORIFICE ON EACH LATERAL. MUST BE WITNESSED BY EHD SANITARIAN - CALL FOR
<br /> INSPECTION. F� / Q
<br /> Q i < RESERVED ORENCO BIOTUBE
<br /> Q �
<br /> Q�v�� S AREA POLYLOK PL-250 6" DIA. SCH. 40 PVC ` PVU57-1819 DUPLEX
<br /> 16. ALL PVC CONNECTIONS TO BE SOLVENT WELDED WITH PURPLE PRIMER AND PVC CEMENT. / ! TQC G u 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 / 'M` y> c 5=0.0625"/FT. MIN.
<br /> �i \�40 2000 GAL. (2) 2000 GAL.
<br /> OR OTHER UNANTICIPATED ENCOUNTERS. ^p0 �� \\ / SEPTIC TANK C.OI. IN H-20 \ SE.PTIC TANKS
<br /> 18. SUPPLY ACCURATE AS-BUILTS TO ENGINEER, OWNERS AND EHD. p} / \ �6• CHRISTY BOX
<br /> 0 SC \ \ 0 ----- ------- -----------
<br /> 19. NOTIFY ENGINEER IMMEDIATELY OF ANY CHANGES OR ADDITIONS. �Q Tj Ay 0 / \
<br /> c � A
<br /> LJL 000
<br /> ARCO
<br /> \
<br /> SERVICE STATION PACKAGE TREATMENT
<br /> p f T� AL u / CONVENIENCE STORE
<br /> i
<br /> A\Q \ yT o / PLANT FOOTPRINT
<br /> (IF REQUIRED)
<br /> CURBED PLANTER
<br /> AREA
<br /> 6" DIA. SCH. 40 PVC
<br /> EFFLUENT DRAIN LINE
<br /> S-0.0625"/FT. MIN.
<br /> l i C.O. IN H-20
<br /> � CHRISTY BOX
<br /> 36" DIA. X 25' DEEP / OQ EFFLUEK PL-25
<br /> \ / `� EFFLUENT FILTER'
<br /> SEEPAGE PITS (3) \ / �\ 2 5000 GAL. 000 OO -
<br /> \ 0 SEPTIC TANK
<br /> DRAWN BY:
<br /> PRIMARY AREA = 100'X36' = 3600 S.F. \ / p POLYLOK PL-625 GR
<br /> EFFLUENT FILTER
<br /> RESERVE AREA = 100'X36' = 3600 S.F. 0 OMELET HOUSE
<br /> 3-36" SEEPAGE PITS = 588 S.F. INTERCEPTORLTANKEASE 0 RESTAURANT CHECKED BY:
<br /> 3600 + 588 = 4188 S.F. TOTAL SOIL SCALE: 1 " = 20' 0
<br /> EFFLUENT DISPOSAL AREA
<br /> DATE
<br /> 2000 GAL. GREASE INTERCEPTOR TANK O ----
<br /> 3/27/17
<br /> PLAN VIEW - PRIMARY FILTER BED AND RESERVE/REPLACEMENT AREA JOB NO.
<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 V TANK STOCKTON, CA 95205
<br /> 00O O 4 n
<br /> SEAL:
<br /> xofessio
<br /> L----J CHRISTY ANTICIPATED FINAL GRADE tea gyp. Cher a��
<br /> IRRIGATION BOX CHEROKEE ROAD
<br /> SCREW-ON SOIL COVER DEPTH TO MATCH SURROUNDING m o
<br /> CONTROL CAP FINAL GRADE, 6" MINIMUM GEOTECHNICAL o. 79
<br /> PANEL FILTER FABRIC
<br /> SIDEWALL OF 2" WASHED DRAIN f CaI�E°t4��
<br /> FILTER BED ROCK COVER °
<br /> EXCAVATION
<br /> OBSERVATION O POLYLOK 12" DROPBOX O ~-2" DIA. LATERAL 3 ;-'7
<br /> Imo/
<br /> TUBE W/ORIFICE SHIELDS
<br /> DRAWING TITLE:
<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
<br /> POLISHING TANKS DETAIL ELEVATION VIEW OF PRIMARY FILTER BED DROP BOX (3-SEE ABOVE) of 1 SHEETS
<br /> NOT TO SCALE NOT TO SCALE
<br /> >r
<br />
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