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ONOTE:INDICATES ITEMS FOUND ON NOTE: b A. NOTES:UST ANCHORING p MATERIALS LIST SHEETS FM-1&FM-2 DEFLECTION MEASUREMENT BEFORE&AFTER 1. WHEN WORKING BELOW GRADE,EXTREME CARE MUST BE TAKEN TO ASSURE TANK INSTALLATION SHALL BE ACCORDING TO WORKMEN SAFETY.SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH MANUFACTURER'S REQUIREMENTS AND SHALL BE OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P,OSHA WITHIN MANUFACTURER'S TOLERANCES.ALL STANDARDS-EXCAVATIONS:FINAL RULE OCTOBER 1,1989.HARD HATS SHALL BE 8"THICK,4000 PSI.FIBER INFORMATION SHALL BE COMPLETED AS PER THE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK 2 3 REINFORCED CONCRETE SLAB MANUFACTURER'S WARRANTY DOCUMENTATION. IS PROGRESSING. SEE SHEET FS-1 FOR SPECS. 2. TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS ASPHALT&STONE AS SPECIFIED EXTEND CONTINUOUS ASPHALT AND STONE PER REQUIRED BY LOCAL REGULATION.CONSULT WITH OWNER'S REPRESENTATIVE. BY PROJECT SPECIFICATIONS FILTER FABRIC TO SLAB PROJECT SPECIFICATIONS 3. INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10'DIA.30,000 GAL. .. .. TANK ARE 18"x8-3/4"x18'L,QTY:(4),10'DIA.32,000 GAL TANK ARE 18"X8-3/4"X181, QTY.L L AND 1 OF FIELD CO,QTY CONSTRUCTED 5. TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN.12"GREATER THAN OVERALL LENGTH OF TANK. 6. EACH TANK REQUIRES DEADMAN ON EACH SIDE. \\\/x\ \\// 7. HOLD DOWN STRAPS ARE REQUIRED FOR 10,000,1 MANUFACTURER. &20,000 GALLON " NOTE:SLOPE SIDES OF TANK 1 ///// TANKS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. HOLE(USE OF SLOPING MUST \\/\ 8. LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK. BE RECEIVE PRIOR APPROVAL \//\\ / / 9. FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH ON INDIVIDUAL SITE BASIC \ THE END POINT OF THE HOLD DOWN STRAP.CLAMPS SHALL BE ALTERNATED 180" ARCO \ 15 15 V// 16 FILTER FABRIC FROM"BP')OR USE SHORING \/\\ � \\/ FROM EACH OTHER. FOR ALL TANK EXCAVATIONS //\\ 2'MIN. 10'-4" 3' 1 10'-4" 2'MIN. // 10. ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES.UNIFORMLY IN ACCORDANCE WITH OSHA \// // ' "3RD LIFT OF PEA GRAVEL TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION. BP WEST COAST PRODUCTS,LLC 8-0 1926 SUBPART P,OSHA \ \ \\j/'qw TO TOP LIFT TANK MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE STANDARDS-EXCAVATIONS; \//\ \//\/ NO TANK DEFLECTION. FINAL RULE OCTOBER 1,1989 7 8 13 \\\ \ 12. TURNBUCRE KLES:PE I HOOK TYPE-1--MUM R114"DIAMETER,JAW TYPE-314"DIAMETER,EYE TYPE-3/4"DIAMETER 13. COAT ALL EXPOSED STRAPS,CABLES,TURNBUCKLES,AND REINFORCING BARS WITH PITCHMASTIC. 12"2ND LIFT OF PEA GRAVEL 14. INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT. 12"1ST LIFT OF PEA GRAVEL 15. IN UNSTABLE SOIL(AS DEFINED BY SOILS REPORT)THE DIMENSION MUST BE 4 FT. FROM BOTH SIDES AND ENDS(WITH FIBERGLASS TANKS) 12"BED 16. FILTER FABRIC(DUPONT TYPAR OR MIRAFI SOOX)IS REQUIRED FOR WET HOLE 2 3 4 5 5 18" T MIN. OF HOLE WITH WIRE,ETC.SEAMS MUST BE LAPPED 1'MINIMUM. 4'-0"MAX TYP. NO. DATE REVISION DESCRIPTION V-0"MIN.PEA GRAVEL INSTALLED OVER IL 4 IN-ISSUEFILTER FABRIC ON BOTTOM&SIDES COMPACTED SOIL.IN WET HOLE INSTALLATIONS, OF TANK HOLE(WET HOLE ONLY) 16 7 INCREASE TO 18"MINIMUM PER MANUFACTURER'S zQ znizoz4 IS- RECOMMENDED RECOMMENDED INSTALLATION GUIDELINES. Q aznzoz4 REVISED PER C.E.H.COMMENTS 0 zil Zkl IL Zkl TANK ANCHORING zil ASCALE:1/4"=1'-O" io *NOTE: NOTE:CONTRACTOR TO USE ADDITIONAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER GALVANIZED FITTINGS AS REQUIRED TO MINIMIZE INSTALLATION&PREPARATION PER MANUFACTURERS BENDS IN FLEXIBLE CONNECTORS INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. # NOTE: SUMPS MUST BE ORIENTED SUCH THAT THE FACE OF THE INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS FM-1& SUMP PANEL IS PARALLEL WITH ADJACENT TANK SUMP PANEL FM-2 IN ORDER TO ACHIEVE THE 45°ANGLES REQUIRED TO ROUTE O NOTES: THE PIPING WHILE MAINTAINING THE DESIRED 1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1"RISE OVER PERPENDICULAR ANGLE INTO THE SUMP, MINI HYDROSTATIC 217 12"RUN. SENSOR 2. FIBER REINFORCEMENT TO BE USED.PRE-MIX UNIFORMLY CONTRACTOR TO ADDITIONALLY GLASS WRAP&LAMINATE AT 34"LID O.D. THROUGHOUT CONCRETE. _ CONNECTION FOLLOWING CURING OF ADHESIVE.SPECIFIC 3. REINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE SUMP ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING x� �osEaA`��x.x"Ax FIBERGLASS PIPING,2"NOMINAL,BONDED TO 2 WIRE THAN 4"FROM SURFACE. SUMP OR UDC INNER WALL USING GASOLINE REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS.ALL FACTORY SUPPLIED TANK DESIGN DiscuiMER: SHIELDED MATERIALS MUST BE COMPATIBLE WITH GASOLINE,GASOLINE SUMP RESERVOIR 32-3/4"NECK O.D. 4. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH BO COMPATIBLE EPDXY RESIN.BOTTOM OF PIPE TO CABLE WITH 15%MTBE(METHYL TERTIARY-BUTYL ETHER),OR GASOLINE \ REBAR 60"IN LENGTH.PLACE REBAR 6"FROM SIDES OF BOX. IN- BE IN CONTACT WITH LOWEST PART OF SUMP WITH 10%ETOH(ETHANOL).FIBERGLASS AND RESIN MUST 5. ONE 1"STANDARD MONITORING HOMERUN CONDUIT TO EACH OR UDC. EXTEND 1/2"BEYOND COVERAGE OF ADHESIVE. ' TANK.FOR STANDARD MONITORING DEVICES,LOOP 3 / CONTAINMENT SUMP SENSORS,PLLD,VAC SENSORS&TANK SUMP MONITOR LIQUID I / 1 GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND *�Ox "DTMEs.o ..x"o".,,�a"srs..x..roxR 202 SENSOR INSIDE HOLDER I� HOMERUN TO BLDG.PROVIDE SEAL-OFFS IN BUILDING&PRIOR p CONTRACTOR TO BOND UNISTRUT CHANNEL TO TO LEAVING HAZARDOUS AREA.ROUTE TO INTRINSICALLY DEVELOPMENT INFORMATION. HOLDER TO ALLOW FIBERGLASS PIPE TO CLEAR \ / \ / SAFE TROUGH IN BUILDING.CONDUITS SHALL CONTAIN ONLY SUMP COLLAR"LIP".CONTRACTOR TO USE / LOW VOLTAGE WIRING FOR SENSORS.ALL CONDUIT UNDERGROUND STORAGE GASOLINE-COMPATIBLE EPDXY TO BOND APEX OF TANK \ PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED TANK STANDARDS SPACER TO SUMP AND PIPE.CONTRACTOR MAY to 30"LD. CONDUIT ONLY. ELEMENT TPO1 USE UNISTRUT,FIBERGLASS PIPE,OR ANY 6. PEA GRAVEL BACKFILL.ALL SUBSTITUTES MUST BE APPROVED OTHER EQUIVALENT MATERIAL THAT CAN SLIP ON RISER BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. V-15.0 2023 SERIES WITHSTAND ENVIRONMENT OF SUMP. ROUND BODY 7. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A FIELD SEALED JOINT. EXTENSION 6"COMPACTED PEA GRAVEL BEDDING.PIPING SHALL NOT BE (ADHESIVE SUPPLIED W/KITUPPORTED BY BLOCKS,PLANKS,OR OTHER DEBRIS. ) \ 48"I.D.D TURBINE SIDE SUMP SENSORS TO BE MOUNTED 8. ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. SITEADDREss: BELOW APEX OF TANK,AT BOTTOM OF SUMP AT FIBERGLASS _��n OFFLINE INSTALLATION NOT PERMITTED. SIDE OF TANK WHERE PRODUCT PENETRATIONS TANK / \ / v° 9. REAM ALL RISERS FOR FULL PIPE BORE IF REQUIRED. 4607 S.AIRPORT WAY INTO SUMP ARE MADE AND BELOW LOWEST 10. INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT PENETRATION FITTING WITHIN SUMP AREA. FIBERGLASS SUMP MANHOLES.COVERS SHALL BE PRIMED AND PAINTED STOCKTON,CA 95206 1 1 PRODUCT PIPING TO DISPENSERS,PRODUCT INSIDE TANK / 1 \ ACCORDING TO SPECIFICATIONS. PIPING CROSS CONNECTION BETWEEN SUMPS COLLAR LIP I \ 11. SECONDARY CONTAINMENT IS REQUIRED FOR ALL VENT AND AND SIPHON PIPING PENETRATIONS ARE UNISTRUT 1.SENSOR HOLDER STAGE II VAPOR RECOVERY PIPING,EXCEPT DEF VENT PIPING. DESIGNED TO ENTER THE SAME SIDE OF THE CHANNEL BONDED TO I 3/8"Xi/4"SS I 12. NOT USED. DESIONEDer: AAK AuwrvcEuoM: SUMP AS SHOWN.IF PRODUCT PENETRATION UNISTRUT CHANNEL BUSHING 13. LAYOUT TANKS&STAGE II VAPOR RECOVERY PIPING SUCH ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD I INSTALLED AT I COLLAR BONDED oz THAT THE STAGE II PIPING DRAINS&ENTERS INTO REGULAR O.Dsr. REFM. CONDITIONS,THEN DUAL SENSORS AT TURBINE I FACTORY TO TANK 1 UNLEADED TANK FIRST W/3"CONNECTIONS,AND CONTINUES wN sr. TAF ALLIANCE PM. SUMP WILL BE REQUIRED TO BE INSTALLED. 2.SENSOR HOLDER I 3"TO OTHER TANKS. ION RRmEcr rvo AND UNISTRUT FACTORY LAY-UP 14. CONCRETE SHALL BE THICKENED AT THE THE FILL SUMPS . CHANNEL BONDED / DOWN TO BELOW THE TOP OF CONTAINMENT OF THE DOUBLE VERSION CA-4795 TO SUMP WALL.DO I WALL SUMP AS REQUIRED.DIMENSION OF SLAB THICKNESS NOT PENETRATE I v oRAwINGTInE: JOINT DETAILS � VARIES WITH SITE CONDITIONS. SUMP! I \ / I 15. CROSSING FLEX CONNECTORS MUST MAINTAIN A MINIMUM OF UST ANCHORING 1 2 INCH CLEARANCE OR THE USE OF AN ANTI CHAFING DEVICE AND SUMP DETAILS J I MUST INSTALLED. 16. OVERFLOW PROTECTION:UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95%AND IS IN ACCORDANCE WITH SHEET NO 48"DIA.POLYGON SUMP BODY 1/4"DRAIN/TEST BUSHING. FEDERAL AND STATE GUIDELINES FOR UST OVERFILL SUMP SENSOR HOLDER (8-20"X19"FLAT PANELS) FACTORY INSTALLED REQUIREMENTS. 1 SCALE:1"=T-O" DOUBLE WALL TURBINE SUMP RISER AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO FT 3 SCALE:1"=1'-O" THE VEEDER ROOT AUTOMATIC TANK GAUGE SYSTEM.THE MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S)ARE FILLED TO THE 90%LEVEL.