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INSTALL_2023
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0548699
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INSTALL_2023
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Entry Properties
Last modified
1/18/2024 3:23:19 PM
Creation date
10/3/2023 5:01:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2023
RECORD_ID
PR0548699
PE
2351
FACILITY_ID
FA0027873
FACILITY_NAME
ARCO AMPM-MOUNTAIN HOUSE
STREET_NUMBER
18095
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
MOUNTAIN HOUSE
Zip
95391
CURRENT_STATUS
03
SITE_LOCATION
18095 W GRANT LINE RD
QC Status
Approved
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SJGOV\lsauers1
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EHD - Public
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OPW 42 DIA. MULTI—PORT DUAL POINT <br /> AGCDC.COM <br /> 4" VAPOR RECOVERY ADAPTER & CAP IN SPILL FILL SPILL CONTAINMENT ASSEMBLY W/ (2) <br /> CONTAINMENT FILL BOX. PER CARB EVR VR-102, 5 GALLON SPILL BUCKETS CARB STAGE I <br /> NO DRAIN VALVE TO BE INSTALLED ON VAPOR EVR COMPLIANT PER VR-102, AND <br /> RECOVERY SPILL BUCKET. (TYP.) ADJUSTABLE FLARED SKIRT V <br /> Z <br /> 5 GALLON SPILL CONTAINER. 4" MIN. TO <br /> (INLINE DRAIN ON FILL BUCKET ONLY) TOP OF SPILL 4" FILL ADAPTER AND CAP IN SPILL <br /> BUCKET CONTAINMENT FILL BOX (TYP.) <br /> THICKENED CONCRETE 11 11 WATERTIGHT SUMP SHIELD LV <br /> SLAB (TYP.) 42 711 18 BOOT AND CLAMPS V <br /> Z <br /> ( MINI HYDROSTATIC O <br /> z D� ° a <br /> SUMP SENSOR V <br /> (TAPE <br /> Z <br /> DEPTH 9>, D.. ° . d <br /> cgn MIN. 12" ° o. o a a .a. <br /> D <br /> MAX.) <br /> Lu <br /> LO <br /> j ! PEA GRAVEL BACKFILL (TYP.) _ LO <br /> 6" WIDE DETECTABLE UNDERGROUND 0 M `n a <br /> » a V N <br /> MARKING TAPE7 o � 3 —5 0 2—IN-1 SENSOR BOX m Q <br /> EMPIRE MAGNATEC #32-143 I JUNCTION BOX Q p M C CO <br /> 4" GALV. STEEL RISERS STAGE o Q <br /> I VAPOR RISER IS IN SAME ! SEE STATIC GROUNDING DETAILS 06 .- 2 o <br /> PLANE AS TANK LEVEL GAUGE j ON SHEET G.0.7.2 (TYP.) N cn > 0- <br /> IN THIS VIEW 000 I <br /> CONTRACTOR TO INSTALL CLEVIS ! ! #4 STRANDED BARE CU <br /> I I GROUND WIRE TO OTHER <br /> AND COTTER PIN I I TANKS (TYP.) <br /> TANK GAUGE ADAPTER m <br /> & CAP #4 STRANDED BARE CU <br /> GROUND WIRE TO <br /> VEEDER ROOT .1 GPH MAGNOSTRICTIVE i GROUND ROD (TYP.) <br /> PROBE TANK LEVEL PROBE W/ TLS CAP NuI 1" FRP BONDED ENTRY FITTING <br /> & RING. OVERFILL ALARM SET @ 90% z I I <br /> CAPACITY. USE 2" FLOAT IN INSTALL KIT ! I (TYP.) <br /> I I <br /> ao I 1" MONITORING CONDUIT (TYP.) <br /> (ROBROY THROUGH SUMP ONLY) <br /> 42" DOUBLE WALL POLYGON SUMP <br /> BODY (8) FLAT PANELS <br /> 11 7 <br /> I I <br /> I I <br /> I ! 22" MANWAY <br /> I <br /> I I SUMP MONITOR LIQUID SENSOR z <br /> MOUNTED IN HOLDER <br /> STRAIGHT DROP TUBE <br /> WITH FLAPPER (TYP.) <br /> A: SECTION VIEW - FILL SIDE SUMP (SINGLE FILL W/ MANWAY) <br /> SCALE: 3/4" = 1'-0" <br /> SUMP MONITORING LIQUID <br /> MANWAY JACK SCREW (TYP.) SENSOR <br /> 8" ACCESS PORT <br /> 8" , 8" <br /> O I OI O! VEEDER ROOT .1 GPH MAGNOSTRICTIVE <br /> N I Cn j I PROBE TANK LEVEL PROBE W/ TLS CAP <br /> I I I & RING. OVERFILL ALARM SET © 90% <br /> J ICDI of <br /> >I CAPACITY. USE 2" FLOAT IN INSTALL KIT <br /> �(I� Q(I- a <br /> o <br /> I I . <br /> 0 <br /> i0 z <br /> I I 4" VAPOR RECOVERY ADAPTER & CAP IN SPILL <br /> o ! CONTAINMENT FILL BOX. PER CARB EVR VR-102, <br /> o I ! I o NO DRAIN VALVE TO BE INSTALLED ON VAPOR <br /> o I I RECOVERY SPILL BUCKET <br /> i <br /> TANK- �---- ----�---- � ----- <br /> I o <br /> 4" FILL ADAPTER AND CAP IN SPILL o I I j o <br /> CONTAINMENT FILL BOX <br /> i I i° <br /> ° o o ° ' ALL MANHOLE ACCESS COVERS TO BELOW GRADE <br /> I I SHALL BE LIQUID TIGHT AND LOCKABLE <br /> I I I <br /> 0 0 42" DIA. MULTI—PORT SINGLE DUAL POINT <br /> FILL SPILL CONTAINMENT ASSEMBLY W/ (2) <br /> 5 GALLON SPILL BUCKETS CARB STAGE I <br /> EVR COMPLIANT PER VR-102 L� <br /> DIAMOND PLATE 42" DIA. BRINE MONITORED DOUBLE WALL <br /> CONTAINMENT SUMP (TYP.) <br /> NOTES <br /> SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN LLi <br /> B: PLAN VIEW - FILL SIDE SUMP (SINGLE FILL W/ MANWAY) ti <br /> FIBER REINFORCEMENT TO BE USED. PRE—MIX UNIFORMLY THROUGHOUT CONCRETE. <br /> SCALE: 3/4" = 1'-0" <br /> REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. <br /> REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4—#3 REBAR 60" IN LENGTH. <br /> 33" O.D. (SINGLE FILL) PLACE REBAR 6" FROM SIDES OF BOX. <br /> 01 <br /> ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR STANDARD vJ <br /> MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, PLLD, VAC SENSORS & TANK <br /> GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE W <br /> SEAL—OFFS IN BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY Q <br /> C) SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE WIRING FOR <br /> SENSORS. ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED �^ <br /> o z z CONDUIT ONLY. Q vJ <br /> SLIP ON RISER 42" I.D. z o PEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND J <br /> Q g �' OWNER'S FIELD REPRESENTATIVE. Lil Q <br /> FIELD SEALED JOINT. DW POLYGON BODY Q <br /> (ADHESIVE SUPPLIED Q PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6 COMPACTED PEA <br /> W/ KIT) GRAVEL BEDDING. PIPING SHALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER <br /> DEBRIS. z WC/-) <br /> IV) ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. OFFLINE INSTALLATION 0 Z <br /> 3/8 X 1/4 SS VNOT PERMITTED. = J <br /> BUSHING REAM ALL RISERS FOR FULL PIPE BORE IF REQUIRED. <br /> INSTALLED AT Cl— z <br /> FACTORY1 a, o INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES. COVERS SHALL BE (DQ <br /> N PRIMED AND PAINTED ACCORDING TO SPECIFICATIONS. Ln z <br /> FACTORY SECONDARY CONTAINMENT IS REQUIRED FOR ALL VENT AND STAGE II VAPOR RECOVERY 0--) <br /> n <br /> LAY—UP DW COLLAR PIPING. 00 O (D <br /> BONDED TO <br /> TANK <br /> consultant job# <br /> LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II PIPING <br /> JOINT DETAILS 2 DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" CONNECTIONS, AND master release date <br /> CONTINUES 3" TO OTHER TANKS. <br /> OCONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT CONNECTION FOLLOWING CURING OF 42" DIA. POLYGON SUMP BODY CONCRETE SHALL BE THICKENED AT THE THE FILL SUMPS DOWN TO BELOW THE TOP project master <br /> ADHESIVE. SPECIFIC ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING REQUIREMENTS (8) 17 3/8" FLAT PANELS OF CONTAINMENT OF THE DOUBLE WALL SUMP AS REQUIRED. DIMENSION OF SLAB exe date drawn by <br /> WILL DETECT THE SMALLEST OF FLAWS. ALL MATERIALS MUST BE COMPATIBLE WITH GASOLINE, THICKNESS VARIES WITH SITE CONDITIONS. <br /> GASOLINE WITH 15% MTBE (METHYL TERTIARY—BUTYL ETHER), OR GASOLINE WITH 10% ETOH 1/4" DRAIN/TEST BUSHING. <br /> FACTORY INSTALLED CROSSING FLEX CONNECTORS MUST MAINTAIN A MINIMUM OF 2 INCH CLEARANCE OR <br /> (ETHANOL). FIBERGLASS AND RESIN MUST EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. THE USE OF AN ANTI CHAFING DEVICE MUST BE INSTALLED. NOTE: CONTRACTOR TO USE ADDITIONAL <br /> NOTE: Facility/Project <br /> OTHE STRAP CHANNEL IF PRESENT ON THE FILL SIDE SUMP DOES NOT "COMMUNICATE" WITH CONTRACTOR SHALL BE HELD RESPONSIBLE GALVANIZED FITTINGS AS REQUIRED TO <br /> THE INSIDE OF THE SUMP. CONTRACTOR TO BE SURE TO LEAVE UNOBSTRUCTED PATH FOR FOR PROPER INSTALLATION & PREPARATION MINIMIZE BENDS IN FLEXIBLE CONNECTORS <br /> STRAP TO PENETRATE INTO THE CHANNEL SO THAT TANKS MAY BE PROPERLY ANCHORED. PER MANUFACTURERS INSTRUCTIONS AND <br /> SHALL REINSTALL SUMPS IF HYDROSTATIC <br /> C: TYPICAL DOUBLE WALL FILL SUMP TESTING SHOWS LEAKING IN THIS AREA OF sheet name <br /> SCALE: 3/4" = 1'-0" THE SUMP. M .5.3 . 16 <br /> n .5.3 . 16 <br />
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