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<br />UNDERGROUND TANK PLAN VIEW
<br />SCALE: 1/2" = l' -O"
<br />8" THICK, 4000 PSI. 2
<br />FIBER REINFORCED CONCRETE
<br />TANK SLAB SEE SHEET G.0.2.2. 3
<br />FOR SPECS.
<br />(TYP.) 3 4
<br />(TYP.) 1
<br />a . A :d A.
<br />'a e�e'da°: °:'a <' < a
<br />2" S.S BALL VALVE 5
<br />2" S.S FLEX CONNECTION 5
<br />2" S.W. BONDED RIGI
<br />FIBERGLASS FITTING 121
<br />NOTE:
<br />7 SLOPE SIDES OF TANK HOLE (USE
<br />OF SLOPING MUST BE RECEIVE
<br />PRIOR APPROVAL ON INDIVIDUAL
<br />SITE BASIC FROM "BP") OR USE
<br />SHORING FOR ALL TANK
<br />EXCAVATIONS IN ACCORDANCE WITH
<br />OSHA 1926 SUBPART P, OSHA
<br />STANDARDS - EXCAVATIONS; FINAL
<br />RULE OCTOBER•,1, 1989
<br />j\\
<br />A B
<br />.5.6.08 .5.6.0
<br />40" MANAOLE
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<br />a.' .• 4 c
<br />4" S.S. RI ER
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<br />.5.6.0 .5.6.0
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<br />CSI 8,000 GALLON TANK
<br />OVERALL LENGTH:
<br />25'-0"
<br />OUTSIDE DIAMETER:
<br />8'-0"
<br />WEIGHT (DRY/ WET):
<br />4,050/5,000 lbs
<br />ACTUAL CAPACITY:
<br />7,796 GALLONS
<br />NOMINAL CAPACITY:
<br />8,000 GALLONS
<br />95% CAPACITY:
<br />7,406.2 GALLONS
<br />OREINFORCING
<br />SURFACE.
<br />CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br />OREINFORCE
<br />LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br />c~n
<br />SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF AT
<br /><5>
<br />SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING.
<br />Q
<br />ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED
<br />05
<br />CONDUIT ONLY.
<br />00
<br />--1177
<br />SENSOR LOCATION TO CONTAINMENT SUMP SENSORS &, TANK GAUGES.
<br />OPROVIDE
<br />SEAL -OFF IN BUILDING & AT TANK. ROUTE TO INTRINSICALLY SAFE
<br />TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS.
<br />ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED
<br />CONDUIT ONLY.
<br />BACKFILL WITH
<br />O&
<br />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 />O8
<br />6" OBSERVATION SUMP DEPTH SHALL BE 24" BELOW TANK. DO NOT
<br />PENETRATE SOIL. DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER
<br />I
<br />COUPLINGS OR FITTINGS.
<br />TANK LEVEL
<br />GAUGE W/
<br />7 PEAGRAVEL AS
<br />E
<br />TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br />10
<br />COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER
<br />TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK.
<br />11
<br />CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS
<br />4" FLOT
<br />KIT. OVERFILL
<br />TANK MANUFAC
<br />U
<br />R
<br />TURBINE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR SPECIFIC DESIGN
<br />13
<br />CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE
<br />PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE.
<br />TANK ANCHORING CONSULT LOCAL REGULATION; VERIFY WITH OWNER'S
<br />ALARM
<br />T 90% CAPACITY
<br />SPECIFICATIONS
<br />(
<br />P.)
<br />OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS
<br />IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL
<br />II
<br />AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER
<br />ROOT AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES
<br />AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE
<br />90% LEVEL.
<br />DEF
<br />TURBINE PUMP
<br />WITH
<br />KITS
<br />\
<br />12 x24
<br />x11
<br />GA
<br />STEEL
<br />STRIKER
<br />PLATES
<br />TYP.
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<br />.5.6.0 .5.6.0
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<br />CSI 8,000 GALLON TANK
<br />OVERALL LENGTH:
<br />25'-0"
<br />OUTSIDE DIAMETER:
<br />8'-0"
<br />WEIGHT (DRY/ WET):
<br />4,050/5,000 lbs
<br />ACTUAL CAPACITY:
<br />7,796 GALLONS
<br />NOMINAL CAPACITY:
<br />8,000 GALLONS
<br />95% CAPACITY:
<br />7,406.2 GALLONS
<br />4�APOR ASPHALT AND STONE PER
<br />PROJECT SPECIFICATIONS
<br />E 10218" MANHOLE
<br />M.5.6.07.1
<br />PLU 11 10
<br />a
<br />a
<br />q
<br />18 1 " COND. LOOP TO SUMP
<br />1 6 6)
<br />k--48 4" S.S. DROP TUBE
<br />HYDROSTATIC
<br />MONITORING SENSOR
<br />\ UNDER ALL OPENINGS W/ 12"x12"x11GA STEEL STRIKER PLATES TYP
<br />\ MANWAYS ON IBERGLASS U �L�
<br />UNDER ALL OPENINGS W/O MANWAYS ON
<br />p? TANK BY TANK MANE) `I = _ �' FIBERGLASS T NK (BY TANK MANF )
<br />1'-0" MIN. PEA GRAVEL p ..
<br />O7 INSTALLED OVER "7�CNfC° SIA�4.o-BE'5ET• READ. VEL,
<br />\ . . , . .. . .. . .. . .. . .. . ..
<br />COMPACTED SOIL \ .'
<br />2' MIN.
<br />10
<br />END OF TANK
<br />A: UNDERGROUND TANK SECTION DETAIL
<br />SCALE: 1/2" = l' -O"
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER
<br />ANCHOR STRAP
<br />LOCATION (TYP.)
<br />2' MIN.
<br />0-
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<br />®
<br />NOTES: UST INSTALLATION
<br />DESCRIPTION
<br />Q04/10/2020
<br />O1
<br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br />OFIBER
<br />REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br />BID PACKAGE
<br />CONCRETE.
<br />04/01/2021
<br />BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br />OREINFORCING
<br />SURFACE.
<br />CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br />OREINFORCE
<br />LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br />c~n
<br />SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF AT
<br /><5>
<br />SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING.
<br />Q
<br />ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED
<br />0
<br />CONDUIT ONLY.
<br />00
<br />--1177
<br />\ UNDER ALL OPENINGS W/ 12"x12"x11GA STEEL STRIKER PLATES TYP
<br />\ MANWAYS ON IBERGLASS U �L�
<br />UNDER ALL OPENINGS W/O MANWAYS ON
<br />p? TANK BY TANK MANE) `I = _ �' FIBERGLASS T NK (BY TANK MANF )
<br />1'-0" MIN. PEA GRAVEL p ..
<br />O7 INSTALLED OVER "7�CNfC° SIA�4.o-BE'5ET• READ. VEL,
<br />\ . . , . .. . .. . .. . .. . .. . ..
<br />COMPACTED SOIL \ .'
<br />2' MIN.
<br />10
<br />END OF TANK
<br />A: UNDERGROUND TANK SECTION DETAIL
<br />SCALE: 1/2" = l' -O"
<br />TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER
<br />ANCHOR STRAP
<br />LOCATION (TYP.)
<br />2' MIN.
<br />0-
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<br />I �
<br />L
<br />m
<br />m
<br />ZD
<br />M
<br />®
<br />NOTES: UST INSTALLATION
<br />DESCRIPTION
<br />Q04/10/2020
<br />O1
<br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br />OFIBER
<br />REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br />BID PACKAGE
<br />CONCRETE.
<br />04/01/2021
<br />BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br />OREINFORCING
<br />SURFACE.
<br />CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br />OREINFORCE
<br />LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br />c~n
<br />SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF AT
<br /><5>
<br />SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING.
<br />Q
<br />ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED
<br />0
<br />CONDUIT ONLY.
<br />00
<br />SINGLE 1" CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL
<br />SENSOR LOCATION TO CONTAINMENT SUMP SENSORS &, TANK GAUGES.
<br />OPROVIDE
<br />SEAL -OFF IN BUILDING & AT TANK. ROUTE TO INTRINSICALLY SAFE
<br />TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS.
<br />ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED
<br />CONDUIT ONLY.
<br />USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br />O&
<br />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 />O8
<br />6" OBSERVATION SUMP DEPTH SHALL BE 24" BELOW TANK. DO NOT
<br />PENETRATE SOIL. DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER
<br />COUPLINGS OR FITTINGS.
<br />OTANK
<br />EXCAVATION OBSERVATION SUMP (2). INSTALLED WITH TANKS, DO
<br />NOT DRILL AFTER INSTALLATION.
<br />TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br />10
<br />COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER
<br />TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK.
<br />11
<br />CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS
<br />WHERE MEETING CONCRETE.
<br />REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br />12
<br />PRODUCT LINES (1 OR 2 PER UST SUMP).
<br />TURBINE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR SPECIFIC DESIGN
<br />13
<br />CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE
<br />PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE.
<br />TANK ANCHORING CONSULT LOCAL REGULATION; VERIFY WITH OWNER'S
<br />14
<br />REPRESENTATIVE.
<br />15 >
<br />OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE
<br />OF OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS
<br />IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL
<br />REQUIREMENTS.
<br />AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER
<br />ROOT AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES
<br />AN AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE
<br />90% LEVEL.
<br />CLIENT:
<br />BP WEST COAST PRODUCTS, LLC
<br />N0.
<br />DATE
<br />DESCRIPTION
<br />Q04/10/2020
<br />REV. PER SJCEHD
<br />Q2
<br />01/18/2021
<br />BID PACKAGE
<br />TANK LENGTH: 25'-0" TANK DIAMETER 8'-0"
<br />04/01/2021
<br />REV. PER SJCEHD
<br />FAI
<br />L
<br />11
<br />0
<br />SEAL:
<br />G
<br />NO. 36475
<br />XP. 6-30-22
<br />is
<br />29' 1 8" CONCRETE SLAB AT
<br />87.6 LB/CF
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<br />3.5' DIA. 0
<br />SUMP m Z
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<br />5 1.0' X 1.0' X 24.0' 06
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<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: PROJECT NO:
<br />DRAWING TITLE:
<br />TYPICAL 8' DIA. 8,000 GALLON
<br />DOUBLE WALL FIBERGLASS
<br />"DEF"
<br />TANK INSTALLATION DETAILS
<br />M.5.6.03
<br />10'-011 X12" I
<br />BUOYANCY BUOYANCY CALCULATIONS
<br />CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br />TANK WITH SPHERICAL ENDS, 8.0' O.A. DIA. (8' NOMINAL)
<br />TANK LENGTH: 25'-0" TANK DIAMETER 8'-0"
<br />TRY 24'-0" DEADMAN, EACH SIDE, 12" WIDE X 12" HIGH
<br />EMPTY TANK UPLIFT = 8,000 GAL
<br />= 1,070 CU FT
<br />11
<br />7.48 GAL./CF
<br />c~n
<br />1,070 CU FT X 62.4 LBS/CF = 66,768 LBS (DISPLACED WATER)
<br />TANK SUMP UPLIFT = 3.14 X 1.75'2 X 4' = 38.5 CU FT
<br />Q
<br />0
<br />38.5 CF X 62.4 LBS/CU FT = 2,402 LBS (DISPLACED WATER)
<br />00
<br />TOTAL TANK UPLIFT = 66,768 LBS + 2,402 LBS = 69,170 LBS
<br />HOLD DOWN CALCULATION
<br />TANK SLAB: .67' X 10.0' X 29.0' =194.3 CU FT
<br />194.3 CU FT X 87.6 LBS/CU FT = 17,020 LBS
<br />1
<br />2� CUBED BACKFILL ABOVE TANK: 1
<br />4' X 8.0' X 25.0' = 800 CU FT - 38.5 CU FT = 761.5 CF
<br />761.5 CU FT X 57.6 LBS/ CU FT = 43,864 LBS
<br />Il
<br />3� CURVED BACKFILL ABOVE TANK:
<br />3.14 X 4.0'2 X 25.0' =1,256 CU FT
<br />8.0' X 8.0' X 25.0' =1,600 CU FT
<br />1,600 CU FT - 1,256 CU FT = 344 CU FT = 172 CU FT
<br />2
<br />172 CU FT X 57.6 LBS/ CU FT = 9,907 LBS
<br />® GRAVEL COLUMN ABOVE DEADMEN:
<br />1.0'X 12.0' X 24.0' X 2 = 576.0 CU FT
<br />576.0 CU FT X 57.6 LBS/ CU FT = 33,178 LBS
<br />5� CONCRETE DEADMEN:
<br />1.0' X 1.0' X 24.0' = 24.0 CU FT
<br />24.0 CU FT X 87.6 LBS/ CU FT X (2) = 4,205 LBS
<br />© DRY WEIGHT OF TANK: 2,450 LBS
<br />TOTAL HOLD DOWN: 110,624 LBS
<br />TOTAL HOLD DOWN: 110,624 LBS = 1.59 SAFETY FACTOR
<br />TOTAL TANK UPLIFT: 69,170 LBS
<br />BUOYANCY CALC. 8,000 GAL. TANK
<br />SCALE: NTS (TYPICAL CALCULATION ASSUMING 4' MINIMUM OVER OF GRAVEL)
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<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: PROJECT NO:
<br />DRAWING TITLE:
<br />TYPICAL 8' DIA. 8,000 GALLON
<br />DOUBLE WALL FIBERGLASS
<br />"DEF"
<br />TANK INSTALLATION DETAILS
<br />M.5.6.03
<br />
|