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OPW 42" DIA. SINGLE-PORT FILL SPILL AGCDC.COM CONTAINMENT ASSEMBLY W/ (1) 5 GALLON SPILL BUCKET AND ADJUSTABLE FLARED SKIRT 4 FILL ADAPTER AND CAP IN SPILL 4" MIN. TO Z ` CONTAINMENT FILL BOX (TYP.) TOP OF SPILL 5 GALLON SPILL CONTAINER. WATERTIGHT SUMP SHIELD BUCKET (INLINE DRAIN ON FILL BUCKET ONLY) H a BOOT AND CLAMPS 18" 42" THICKENED CONCRETE LV MINI HYDROSTATIC P. SLAB (TYP.) V SUMP SENSOR Z a (TAPE z U DEPTH 6" g q� Z MIN. 12" cn MAX.) o PEA GRAVEL BACKFILL (TYP.) W 04 a 6" WIDE DETECTABLE UNDERGROUND 0 N17 2-IN-1 SENSOR BOX - o o - MARKING TAPE U rn JUNCTION BOX EMPIRE MAGNATEC #32-143 V in rn N 4" GALV. STEEL RISERS STAGE I VAPOR cc U SEE STATIC GROUNDING DETAILS RISER IS IN SAME PLANE AS TANK LEVEL Q LO co ON SHEET G.0.7.2 (TYP.) GAUGE IN THIS VIEW N z 0 #4 STRANDED BARE CU GROUND WIRE TO OTHER CONTRACTOR TO INSTALL CLEVIS TANKS (TYP.) AND COTTER PIN #4 STRANDED BARE CU TANK GAUGE ADAPTER m GROUND WIRE TO II & CAP VEEDER ROOT .1 GPH MAGNOSTRICTIVE U GROUND ROD (TYP.) PROBE TANK LEVEL PROBE W/ TLS CAP 1" FRP BONDED ENTRY FITTING & RING. OVERFILL ALARM SET © 90% (TYP.) z CAPACITY. USE 2" FLOAT IN INSTALL KIT 1" MONITORING CONDUIT (ROUTED TO INTERSTITIAL) 00 (ROBROY THROUGH SUMP ONLY) 42" DOUBLE WALL POLYGON SUMP BODY (8) FLAT PANELS SUMP MONITOR LIQUID SENSOR MOUNTED IN HOLDER STRAIGHT DROP TUBE z 0 WITH FLAPPER (TYP.) in SUMP TEST PLUG (TYP.) A: SECTION VIEW - FILL SIDE SUMP SCALE: 3/4" = 1'-0" (DIESEL TANK) w J_ SUMP MONITORING LIQUID 8" ACCESS PORT SENSOR 8" 8" 00 VEEDER ROOT .1 GPH MAGNOSTRICTIVE Q _ CIO Cnn PROBE TANK LEVEL PROBE W/ TLS CAP & RING. OVERFILL ALARM SET © 90% W N CD J > CAPACITY. USE 2" FLOAT IN INSTALL KIT a z o a MANWAY JACK SCREW (TYP.) o Q z TANK 4" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX ALL MANHOLE ACCESS COVERS TO BELOW GRADE SHALL BE LIQUID TIGHT AND LOCKABLE 0 o0 ov0000 v v 0 OPW 42" DIA. SINGLE-PORT FILL SPILL CONTAINMENT ASSEMBLY W/ (1) 5 GALLON SPILL BUCKET AND ADJUSTABLE FLARED SKIRTL� DIAMOND PLATE 42" DIA. BRINE MONITORED DOUBLE WALL CONTAINMENT SUMP (TYP.) NOTE: NOTES CONNECTION TO STAGE II VAPOR RECOVERY ��- NOT REQUIRED ON DIESEL TANK. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN B: PLAN VIEW - FILL SIDE SUMP FIBER REINFORCEMENT TO BE USED. PRE-MIX UNIFORMLY THROUGHOUT CONCRETE. SCALE: 3/4" = 1'-0" (DIESEL TANK) REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4-#3 REBAR 60" IN LENGTH. 33" O.D. (SINGLE FILL) PLACE REBAR 6" FROM SIDES OF BOX. ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY ^ SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE WIRING FOR 11 o SENSORS. ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CD Cn CONDUIT ONLY. o z o t' 01-1 bi FPEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND SLIP ON RISER 42" I.D. m N OWNER'S FIELD REPRESENTATIVE. z Q FIELD SEALED JOINT. DW POLYGON BODY a :!5PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED PEA ® (__5 J (ADHESIVE SUPPLIED > L� J a GRAVEL BEDDING. PIPING SHALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER W W/ KIT) DEBRIS. ~ cf) ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. OFFLINE INSTALLATION 3/8 X 1/4 SS NOT PERMITTED. BUSHING REAM ALL RISERS FOR FULL PIPE BORE IF REQUIRED. w INSTALLED AT Cl— ^ � Q v J FACTORY INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES. COVERS SHALL BE Ln w PRIMED AND PAINTED ACCORDING TO SPECIFICATIONS. 0--) z _ FACTORY N SECONDARY CONTAINMENT IS REQUIRED FOR ALL VENT AND STAGE II VAPOR RECOVERY C) 0 Q PIPING. LAY-UP DW COLLAR BONDED TO IF COAT ALL BURIED GALVANIZED STEEL WITH COAL TAR EPDXY.TANK consultant job# LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II PIPING — _ DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" CONNECTIONS, AND master release date JOINT DETAILS — — 2 CONTINUES 3" TO OTHER TANKS. CONCRETE SHALL BE THICKENED AT THE THE FILL SUMPS DOWN TO BELOW THE TOP project master OCONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT CONNECTION FOLLOWING CURING OF 42" DIA. POLYGON SUMP BODY OF CONTAINMENT OF THE DOUBLE WALL SUMP AS REQUIRED. DIMENSION OF SLAB exe date drawn by ADHESIVE. SPECIFIC ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING REQUIREMENTS (8) 17 3/8" FLAT PANELS THICKNESS VARIES WITH SITE CONDITIONS. WILL DETECT THE SMALLEST OF FLAWS. ALL MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITH 15% MTBE (METHYL TERTIARY-BUTYL ETHER), OR GASOLINE WITH 10% ETCH 1/4" DRAIN/TEST BUSHING. CROSSING FLEX CONNECTORS MUST MAINTAIN A MINIMUM OF 2 INCH CLEARANCE OR (ETHANOL). FIBERGLASS AND RESIN MUST EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. FACTORY INSTALLED THE USE OF AN ANTI CHAFING DEVICE MUST BE INSTALLED. NOTE: CONTRACTOR TO USE ADDITIONAL NOTE: GALVANIZED FITTINGS AS REQUIRED TO Facility/Project OTHE STRAP CHANNEL IF PRESENT ON THE FILL SIDE SUMP DOES NOT "COMMUNICATE" WITH CONTRACTOR SHALL BE HELD RESPONSIBLE MINIMIZE BENDS IN FLEXIBLE CONNECTORS 2 THE INSIDE OF THE SUMP. CONTRACTOR TO BE SURE TO LEAVE UNOBSTRUCTED PATH FOR FOR PROPER INSTALLATION & PREPARATION STRAP TO PENETRATE INTO THE CHANNEL SO THAT TANKS MAY BE PROPERLY ANCHORED. PER MANUFACTURERS INSTRUCTIONS AND sheet name SHALL REINSTALL SUMPS IF HYDROSTATIC F: TYPICAL DOUBLE WALL FILL SUMP TESTING SHOWS LEAKING IN THIS AREA OF M .5.3. 1 8 SCALE: 3/4" = 1'-0" THE SUMP.