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3 D.W. BONDED FRP <br />ENTRY FITTING W/ <br />4"x3" CONCENTRIC <br />SECONDARY REDUCER <br />2" INSIDE 3" FRP <br />2"X18" S.S. FLEX 5 RECIRCULATION PIPE <br />CONNECTOR (TYP.) <br />2" SW FRP VENT <br />12 9 PIPIE 4 1 gg J—BOX (TYP.) <br />0 0 <br />0 0 <br />3" D.W. BONDED FRP o 1" FRP BONDED ENTRY <br />ENTRY FITTING W/ 26 2 O0 120 FITTING (TYP.) 6 5 <br />111 <br />4x3 CONCENTRIC 9 \ <br />SECONDARY REDUCER 9 0 ° 0 18 1" CONDUIT <br />o O o <br />---------- -- - — 0 <br />0 <br />°°°° <br />14814 0 0 <br />2" INSIDE 3" FRP DEF PIPE o 0 0 0 0 <br />22" FLGD. MANWAY WL STAINLESS <br />STEEL LID & EPDM GASKET <br />2" S.S. BALL <br />VALVE <br />OPW EDGE SERIES DOUBLE WALL FILL SPILL <br />CONTAINMENT ASSEMBLY W/ 5 GALLON SPILL 42 <br />BUCKET WITH PLUG, INCLUDES SECONDARY 13 <br />CONTAINMENT OF SPILL BUCKET COMPOSITE. <br />CARB STAGE I EVR COMPLIANT PER VR -102 <br />2" S.S. FILL ADAPTER AND 44 45 <br />CAP IN SPILL CONTAINMENT <br />FILL BOX (TYP.) <br />18" <br />(TYP.) <br />a. <br />Cd <br />a� <br />PEA GRAVEL <br />BACKFILL <br />4"X2" S.S. DOUBLE TAPPED <br />BUSHING & 2" S.S. NIPPLE <br />DOPW EDGE SERIES DOUBLE WALL VAPOR <br />SPILL CONTAINMENT ASSEMBLY W/ 5 GALLON <br />SPILL BUCKET WITH PLUG, INCLUDES <br />SECONDARY CONTAINMENT OF SPILL BUCKET. <br />CARB STAGE I EVR COMPLIANT PER VR -102 <br />2'-9" <br />18" MANHOLE <br />4" S.S PLUG J—BO j 18c <br />a_ Q <br />• A • <br />. p <br />o <br />PEA GRAVEL <br />o a <br />BACKFILL<7 <br />VISUAL HYDROSTATIC SEAL OFF <br />MONITORING GAUGE (TYP. AT <br />EA. BUCKET) <br />5 GALLON SPILL CONTAINER. <br />(NO INLINE DRAIN) <br />A: PLAN VIEW - DEF TURBINE SUMP DETAIL I BRINE <br />SCALE: 1" = 1'-O" RESERVOIR <br />54 18 4 STAINLESS STEEL RISERS <br />FLUSH SURFACE MOUNT MANHOLE <br />z <br />PRESSURE GAUGE CONNECTION <br />2" S.S. BALL 5 <br />VALVE <br />2"X18" S.S. FLEX �5 <br />CONNECTOR (TYP.) <br />48" DIA SUMP <br />3" D.W. BONDED FRP <br />ENTRY FITTING W/ 2612 <br />4"x3" CONCENTRIC g 11 <br />SECONDARY REDUCER <br />2" INSIDE 3" FRP DEF PIPE <br />2" SW FRP VENT <br />1PIPI <br />E <br />2 9 <br />2" S.W. BONDED <br />RIGID FIBERGLASS 12 <br />FITTING <br />VEEDER ROOT .1 GPH MAGNOSTRICTIVE 0 <br />PROBE TANK LEVEL PROBE W/ TLS CAP 0 <br />& RING. OVERFILL ALARM AT PANEL SET <br />© 90% CAPACITY. USE 4" FLOAT IN <br />INSTALL KIT <br />B: SECTION THROUGH SUMP <br />SCALE: 1" = 1'-0" <br />"FIBRELITE" 46" FLAT SEALED COMPOSITE COVER <br />WITH COMPOSITE FRAME MODEL # <br />HD—FL42GRAY—SK12 <br />a <br />a n n4 (TAPE DEPTH <br />ad d 4 6" MIN. 12" <br />MAX.) <br />6" WIDE DETECTABLE <br />UNDERGROUND MARKING TAPE <br />EMPIRE MAGNATEC #31-143 <br />188 J—BOX (TYP.) <br />191 SEAL OFF (TYP.) <br />1" FRP BONDED <br />120 FITTING (TYP.) 6 5 <br />18 1 " CONDUIT <br />2" INSIDE 3" FRP <br />RECIRCULATION PIPE <br />2" STAINLESS STEEL <br />COUPLING & NIPPLE <br />2" STAINLESS STEEL RISERS <br />H15 0 OR <br />SUMP LIQUID MONITORING <br />SENSOR IN HOLDER <br />106 DEF TURBINE PUMP <br />WITH KITS <br />--------- <br />4" S.S. FILL DROP TUBE(48 <br />"3M SCOTCHFIL" PUTTY <br />AT EXTERIOR THREADS <br />(TYP.) <br />i `--------------J <br />IF NEEDED: STAINLESS STEEL COUPLINGS <br />WITH "3M SCOTCHFIL" PUTTY AT EXTERIOR <br />ARE ALLOWABLE USE ONLY D.E.F COMPATIBLE <br />THREAD SEALANT ON INTERIOR (TYP.) <br />GROUNDING OHMS NOTE: <br />TEST GROUNDING IMPEDANCE AT THE FILL RISERS. GROUNDING IMPEDANCE <br />SHALL BE BELOW 25 OHMS PER CURRENT NEC CODE. IF IMPEDANCE IS <br />OVER 25 OHMS, PLACE ANOTHER GROUND ROD A MINIMUM 10 FEET AWAY <br />FROM THE FIRST GROUND ROD AND TIE THE RODS TOGETHER WITH SAME <br />WIRE SIZE AND CONNECTIONS. MAKE SURE GROUND ROD IS INSTALLED <br />INTO NATIVE SOIL. <br />C: ELEVATION - DEF FILL & STAGE I RISERS <br />SCALE: 1" = 1'-0" <br />OPW EDGE SERIES DOUBLE WALL �4�2 <br />FILL SPILL CONTAINMENT <br />ASSEMBLY W/ 5 GALLON SPILL <br />BUCKET WITH PLUG, INCLUDES <br />SECONDARY CONTAINMENT OF <br />SPILL BUCKET COMPOSITE. CARB <br />STAGE I EVR COMPLIANT PER <br />VR -102 <br />TANK <br />SEE STATIC GROUNDING <br />DETAILS ON SHEET G.0.7.1 <br />(TYP.) <br />4" STAINLESS STEEL RISERS <br />D: DEF TANK TOP DETAIL AT FILL & STAGE I RISERS <br />SCALE: 1" = 1'-0" <br />42 OPW EDGE SERIES DOUBLE WALL <br />VAPOR SPILL CONTAINMENT <br />ASSEMBLY W/ 5 GALLON SPILL <br />BUCKET WITH PLUG, INCLUDES <br />SECONDARY CONTAINMENT OF SPILL <br />BUCKET. CARB STAGE I EVR <br />COMPLIANT PER VR -102 <br />VISUAL HYDROSTATIC <br />MONITORING GAUGE (TYP. AT <br />EA. BUCKET) <br />PLASTIC CAP <br />SUPPLIED BY BP <br />4" FRP ANNULAR <br />RISER <br />8 6 <br />TO TURBINE SUMP <br />HOME RUN TO BUILDING <br />18 C6, <br />HYDROSTATIC <br />SENSOR <br />E: ELEVATION - INTERSTITIAL SPACE MONITOR <br />SCALE: 3/4" = 1'-0" <br />® — NOTES <br />OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" <br />RUN <br />OFIBER REINFORCEMENT TO BE USED. PRE—MIX UNIFORMLY <br />THROUGHOUT CONCRETE. <br />OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN <br />4" FROM SURFACE. <br />4 REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4—#4 REBAR <br />60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. <br />5 NOT USED <br />SINGLE 1" CONDUIT TO EACH TANK. LOOP FROM INTERSTITIAL <br />SENSOR TO CONTAINMENT SUMPS & TANK GAUGE. PROVIDE <br />6 SEAL—OFF IN BUILDING & TANK AREA. ROUTE TO INTRINSICALLY SAFE <br />TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR <br />SENSORS. <br />OPEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY <br />MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. <br />OPIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" <br />COMPACTED PEA GRAVEL BEDDING. PIPING SHALL NOT BE <br />SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. <br />OALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. FOLLOW <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MAXIMUM ANGLE <br />ALLOWANCE. <br /><@> NOT USED <br />1 1 SMITH FIBERCAST PENETRATION FITTINGS SHOWN. ALTERNATE FITTINGS <br />MAY NOT BE USED. <br />12 REAM ALL RISERS FOR FULL PIPE BORE IF REQUIRED. <br />INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES. <br />13 COVERS SHALL BE PRIMED AND PAINTED ACCORDING TO <br />SPECIFICATIONS. <br /><9>NOT USED <br />15 COAT ALL BURIED GALVANIZED STEEL WITH COAL TAR EPDXY. <br /><@>CONDUIT SEAL OFF REQUIRED ONLY AT FIRST TANK CONNECTION FROM VEEDER <br />ROOT PANEL. <br />1 7 UST OVERFILL COMPLIANCE IS ACHIEVED BY THE USE OF AN OVERFILL ALARM <br />AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT AUTOMATIC TANK <br />GAUGING SYSTEM. THE MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL <br />ALARM WHEN THE TANK(S) ARE FILLED TO THE 90 PERCENT LEVEL AND IS IN <br />ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL <br />REQUIREMENTS. <br /><@> <br />8 FIELD COATING AND WRAPPING ALL RISERS AND STATIC GROUND CONNECTIONS <br />WITH 3M SCOTCHRAP PIPE PRIMER AND 3M TEMFLEX 10 MIL TAPE OR <br />CONTRACTOR MAY USE 10 MIL SELF—PRIME PROSELECT PIPE WARP TAPE. <br />CLIENT: <br />4c bp <br />4& <br />11or <br />ARCO <br />BP WEST COAST PRODUCTS, LLC <br />NO. <br />DATE <br />DESCRIPTION <br />Q01/18/2021 <br />BID PACKAGE <br />0 <br />0 <br />4 <br />D <br />0 <br />0 <br />10 <br />Al <br />Al <br />I <br />SEAL: <br />FESS /0 <br />GI�gO�� <br />C N0. 36475 <br />* XP. 6-30-22 <br />CIVIL <br />ATFO-CAL�F� <br />I— <br />z <br />Lu <br />•Q <br />Lu cco <br />UQm <br />o <br />Z <br />�w N <br />(D <br />Z � 0 r <br />O o7 r <br />00 Z <br />j Q Q <br />QW <br />Fz}w <br />I I w w <br />z O z o <br />(I I� cCZ <br />0 — <br />cn(D <br />c�zoco <br />a o' <br />C3V0o <br />gw <br />Z Q Z N <br />wzo <br />Lu <br />zz <br />_ Q <br />o U <br />C7 <br />Z � <br />w co w <br />a(D <br />o <br />z = <br />z D_ <br />z <br />CL <br />DEVELOPMENT INFORMATION: <br />SITE ADDRESS: <br />ADDRESS <br />2510 S. STATE HWY 99 W. FRONTAGE ROAD <br />SAN JOAQUIN COUNTY, CA 95205 <br />DESIGNED BY: <br />CHECKED BY: <br />DRAWN BY: <br />DATE: <br />PROJECT NO: <br />DRAWING TITLE: <br />DEF FILL AND PUMP SUMP <br />INSTALLATION DETAILS <br />SHEET NO: <br />