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INSTALL_2024
EnvironmentalHealth
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AIRPORT
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2300 - Underground Storage Tank Program
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PR2500817
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INSTALL_2024
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Entry Properties
Last modified
1/25/2026 12:59:00 PM
Creation date
7/18/2024 2:58:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2024
RECORD_ID
PR2500817
PE
2351 - UST FACILITY - 2481 COMPLIANT
FACILITY_ID
FA0004996
FACILITY_NAME
AIRPORT PETROLEUM, LLC
STREET_NUMBER
4607
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
Stockton
Zip
95206
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
4607 S AIRPORT WAY Stockton 95206
Tags
EHD - Public
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ONOTE:INDICATES ITEMS FOUND ON b <br /> MATERIALS LIST SHEETS FM-1&FM-2 p <br /> 0 <br /> O# NOTES:UST INSTALLATION <br /> MANUFACTURER SUPPLIED TANK LIFTING 42"DIA.FILL SUMP 1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1"RISE OVER 12"RUN. <br /> 18'x8-3/4"x8'DEADMAN(TYP.OF 6) 14 LUGS(TYP.) 2. FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT <br /> CONCRETE. <br /> 3. REINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4"FROM <br /> SURFACE. <br /> 4. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH(4)#4 REBAR 60"IN " <br /> 48"DIA.TURBINE SUMP LENGTH. PLACE REBAR 6"FROM SIDES OF BOX. <br /> 5. SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP <br /> MONITOR <br /> 42"DIA FILL SUMP 22"DIA.MANWAY &BUILDING WIRING TROUGH.CONTAINS LINE VOLTAGE WIRING.ALL CONDUIT <br /> RISER 15 PENETRATIONS MUST BE MADE WITH ROBROYCONDUIT <br /> PVC COATED CONDUIT STANDARD <br /> ARCO <br /> 1"STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.FOR STANDARD <br /> � Q %O• MONITORING DEVICES,LOOP CONTAINMENT SUMP SENSORS,PLLD,VAC <br /> O SENSORS&TANK GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND BP WEST COAST PRODUCTS,U-C <br /> io HOMERUN TO BLDG.PROVIDE SEAL-OFFS IN BUILDING&PRIOR TO LEAVING <br /> VAPOR HAZARDOUS AREA.ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. <br /> RECOVERY RISER CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE WIRING FOR SENSORS.ALL <br /> ANCHOR STRAP TANK GAUGE LOCATION CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT <br /> FILL RISER 14 LOCATION(TYP.) ONLY. <br /> STRAP CHANNEL 6. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,MIN A"& <br /> THROUGH SUMP MAX OF%"IN SIZE,FREE OF CLAY,SLAG,CINDERS,OR DEBRIS.ALL <br /> SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S&OWNER'S FIELD <br /> REPRESENTATIVE. <br /> 7. TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE <br /> FOOTPRINT OF THE TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD <br /> BRINE RESERVOIR AND TANK GAUGE FILL RISER DOWN,AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. <br /> INTERSTITIAL MONITOR LOCATION VAPOR RECOVERY 8. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY.SQUARE CORNERS <br /> RISER WHERE MEETING CONCRETE. NO. <br /> 9. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS&NUMBER OF <br /> 55'- DATE REVISION DESCRIPTION <br /> 4" PRODUCT LINES(1 OR 2 PER UST SUMP). <br /> IN—ISSUE <br /> 10. TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL.FOR zQ znizoza ISSUE FOR <br /> SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK <br /> INSTALLATION SITE PLAN&SUMP DETAIL DRAWINGS NOTED ABOVE. <br /> 11. TANK ANCHORING,CONSULT LOCAL REGULATION;VERIFY WITH OWNER'S Q <br /> REPRESENTATIVE. <br /> 12. OVERFLOW PROTECTION:UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF ZL <br /> OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95%AND IS IN Q <br /> ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL <br /> REQUIREMENTS. 2 <br /> 13. AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT Q <br /> AUTOMATIC TANK GAUGE SYSTEM.THE MONITORING SYSTEM PROVIDES AN Q <br /> AUDIBLE AND VISUAL ALARM WHEN THE TANK(S)ARE FILLED TO THE 90%LEVEL. <br /> 0 <br /> UNDERGROUND 24,000/6,000 SPLIT GAL TANK- PLAN VIEW <br /> l SCALE:1/4"=1'-O" <br /> A B A B <br /> T-0 3 T-3 <br /> CONFIDENTIALTYSTATEMENT <br /> T. <br /> 8"THICK,4000 PSI FIBER E A B A B A B A B A B A B <br /> REINFORCED CONCRETE TANK 2 3 T-5 SLAB,SEE SHEET FS-1 FOR SPECS T-5 T- T- T- T T T-3 T-3 FT-5.1FT-5.1 T- T- <br /> 3 4 13 1 TANK LEVEL GAUGE W/4"FLOAT KIT. 12 13 13 12 13 10 11 TYP. =.w"�='0FE E.NE DT `°p°°°"T"E UE <br /> OVERFILL ALARM AT 90%CAPACITY <br /> K OESIGN OIS-IMER: <br /> 6 <br /> 6 <br /> 189 J-BOX <br /> 1"COND.LOOP TO SUMP 187 DEVEioPMErvnrvroRMAnorv. <br /> 6 I I zo <br /> 4"FRP RISER TO GIRADE 166 > UNDERGROUND STORAGE <br /> HOME RUN TO BUILDING 6 TANK STANDARDS <br /> m ELEMENT TP01 <br /> DUAL FLOAT HYDROSTATIC 203 _ _ _ _ _ _ _ _ _ _�_ _I = K V-15.0 2023 SERIES <br /> MONITORING SENSOR <br /> NOTE:SLOPE SIDES OF TANK HOLE(USE io <br /> OF SLOPING MUST BE RECEIVE PRIOR J J II <br /> APPROVAL ON INDIVIDUAL SITE BASIC \ F SREADDRESS: <br /> FROM"BP")OR USE SHORING FOR ALL OVERFILL PROTECTION <br /> TANK LEVEL GAUGE W/4"FLOAT KIT. <br /> TANK EXCAVATIONS IN ACCORDANCE DROP SET AT 95% 15 41 15 204 205 d 4607 S.AIRPORT WAY <br /> 6 <br /> WITH OSHA 1926 SUBPART P,OSHA (TYP.) OVERFILL ALARM AT 90%CAPACITY 0 0 <br /> STANDARDS-EXCAVATIONS;FINAL RULE II 6K PREMIUM II - STOCKTON,CA 95206 <br /> OCTOBER 1,1989 \ 2:1 REGULAR 6 <br /> a <br /> 4'-0"MAX.ONLY IF \ 2"MIN. 5-1/2"MAX. 5^ / DESCNDD. AAKCHE- ALL E38DM: <br /> IN BP <br /> CONDITIONS PERMIT — <br /> KIP wH BY. TAF—u EPM. <br /> 1'-O"MIN.PEA GRAVEL IDx. RRmECi Ko. <br /> NOW " 7 INSTALLED OVER '` " CA-4795 <br /> COMPACTED SOIL <br /> BACKFILLTAN WITH PEA GRAVEL 109 TRAPPER SCREEN(TYP.) DRAwINC TITLE: <br /> PER TANK MANUFACTURER 7 2'MIN. 55'-93/4" 2'MIN. 10 <br /> SPECIFICATIONS.(TYP.) 24,000/6,000 GALLON <br /> 10 UST INSTALLATION <br /> END OF TANK STEEL STRIKER PLATE TYP.UNDER ALL <br /> OPENINGS W/MANWAYS ON FIBERGLASS TANK <br /> (BY TANK MANUFACTURER) SHEET NO: <br /> �p�UNDERGROUND 24,000/6,000 SPLIT GAL TANK- ELEVATION VIEW FT- 1 <br /> l B J SCALE:1/4"-V-O" <br />
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