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OPTIONAL N
<br />SUPPLII
<br />DEADMAI`
<br />UNDERGROUND TANK PLAN VIEW
<br />SCALE: 1/2" = l' -O"
<br />E Y F Y G Y H
<br />M.5.3.13 M.5.3.13 M.5.3.13 M.5.3.1
<br />8" THICK, 4000 PSI.
<br />FIBER REINFORCED
<br />CONCRETE TANK SLAB SEE 2
<br />SHEET G.0.2.2. FOR SPECS. 3
<br />r
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<br />ASPHALT AND STONE PER 1
<br />.5.3.17
<br />PROJECT SPECIFICATIONS M.5.3.18
<br />10 11 (TYP.)
<br />1" COND. LOOP TO SUMP(18
<br />4" FRP RISER TO GRADE 166 J -BOX
<br />7 HOME RUN TO W
<br />BUILDING 6
<br />DUAL FLOAT HYDROSTATIC 03 O
<br />MONITORING SENSOR
<br />NOTE HYDROSTATIC
<br />CSI 22,000 GALLON (12K/10K) SPLIT TANK
<br />OVERALL LENGTH:
<br />41'-3 1/4"
<br />'Ad &
<br />OUTSIDE DIAMETER:
<br />10'-0"
<br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br />WEIGHT (DRY/ WET):
<br />12,625/ 16,900
<br />lbs
<br />ACTUAL CAPACITY:
<br />11,873/ 10,318
<br />GALLONS
<br />NOMINAL CAPACITY:
<br />12,000/ 10,000
<br />GALLONS
<br />95% CAPACITY:
<br />11,279/ 9,802
<br />GALLONS
<br />1" FRP BONDED 12
<br />ENTRY FITTING
<br />(TYP.)
<br />D Y E Y F'
<br />M.5.3.17 M.5.3.17 M.5.3.17
<br />A Y B Y C
<br />.5.3.18 A M.5.3.18 A M.5.3.18
<br />14 A
<br />--
<br />�.BPI-
<br />�LI� ---- -- I
<br />2" INSIDE 3" DOUBLE
<br />WALL FRP VACUUM
<br />CROSSOVER TO FILL
<br />SUMP FOR VENT &
<br />VAPOR CONTINUOUS
<br />MONITORING.
<br />1" FRP BONDED 124
<br />ENTRY FITTING
<br />(TYP.)
<br />2" INSIDE 3" DOUBLE
<br />WALL FRP VACUUM
<br />CROSSOVER TO FILL
<br />SUMP FOR VENT &
<br />VAPOR CONTINUOUS
<br />MONITORING.
<br />C Y D Y Gy H
<br />M.5.3.13 M.5.3.13 M.5.3.13 M.5.3.1
<br />(TYP.)
<br />(TYP.)
<br />NOTE:
<br />CHOSE APPLICABLE DRAWINGS
<br />FOR CONFIGURATION.
<br />d. •.I �. d :.d
<br />6 1d' G d' - e
<br />a ,d
<br />IN
<br />3" PEA GRAVEL MIN. TO
<br />PREVENT LOAD TRANSFER
<br />TO TOP OF TANK O
<br />6" WIDE DETECTABLE UNDERGROUND
<br />MARKING TAPE BURIED 6"-12"
<br />BELOW FINISHED GRADE: EMPIRE
<br />MAGNATEC #31-143
<br />�ENTRY1 " FRP BONDED FITTING
<br />(TYP.)
<br />TO TURBINE
<br />SLOPE SIDES OF TANK HOLE (USE OF RESERVOIR 12 SUMP 6 12
<br />SLOPING MUST BE RECEIVE PRIOR
<br />APPROVAL ON INDIVIDUAL SITE BASIC FROM
<br />"BP") OR USE SHORING FOR ALL TANK \
<br />EXCAVATIONS IN ACCORDANCE WITH OSHA
<br />1926 SUBPART P, OSHA STANDARDS
<br />EXCAVATIONS; FINAL RULE OCTOBER
<br />1989
<br />�j 19 EXTRACTOR FITTING 19 EXTRACTOR \\
<br />FITTING \\
<br />11 11 1 1 11
<br />jOVERFILL PROTECTION ANCHOR STRAP \
<br />TANK LEVEL GAUGE W/ 04 OVERFILL PROTECTION DROP TUBE SE AT 04 TANK LEVEL GAUGE W 14 LOCATION TYP.
<br />BACKFILL WITH PEAGRAVEL 4" FLOAT KIT. OVERFILL DROP TUBE SET AT 95% (TYP')
<br />7 4 FLOAT KIT. OVERFILL
<br />/ (TYP.) I
<br />PER TANK MANUFACTURER II
<br />�\\\ I SPECIFICATIONS. (TYP.) ALARM AT 90% CAPACITY 0 95% (TYP.) 41 15 05 ALARM AT 90% CAPACITY
<br />\ 41 15 I 15 II
<br />12"x24"x11GA STEEL STRIKER I
<br />PLATES TYP. UNDER ALL OPENINGS
<br />W/ MANWAYS ON FIBERGLASS TANK
<br />;\ \ BY TANK MANF.LILJ
<br />N N 3" GALV. STEEL
<br />12"x12"x11GA STEEL STRIKER PLATES �_ Q xQ 183 SIPHON PIPE
<br />Q o �j/\\// \ TYP. UNDER ALL OPENINGS W/0 N z �s ,n / N
<br />MANWAYS ON FIBERGLASS TANK /
<br />CD US
<br />//\\/ \ (BY TANK MANF)
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<br />1 0 MINPEA GRAVEL-,
<br />�.
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<br />z� 109
<br />TRAPPER
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<br />•o TYPTRAPPER SCREEN
<br />INSTALLED OVER
<br />109 TYP. COMPACTED SOILv ?ro ANK
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<br />� END OF TANK
<br />2' MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN.
<br /><@> <&
<br />A: UNDERGROUND TANK SECTION DETAIL
<br />SCALE: 1/2" = 1'-0"
<br />®
<br />NOTES: UST INSTALLATION
<br />'Ad &
<br />4'DIA.
<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 />DESCRIPTION
<br />CONCRETE.
<br />OREINFORCING
<br />BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br />Q2
<br />SURFACE.
<br />BID PACKAGE
<br />CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br />OREINFORCE
<br />LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br />O5
<br />SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF AT
<br />SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL
<br />CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT
<br />ONLY.
<br />10.5' DIA. &.5' GRAVEL
<br />ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.
<br />FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br />O6
<br />SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL
<br />SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL -OFFS IN
<br />0
<br />BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br />INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br />ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS
<br />10
<br />MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY.
<br />USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN /8"
<br />O&
<br />MAX OF /" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br />C)
<br />SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD
<br />DEADMAN
<br />REPRESENTATIVE.
<br />O8
<br />NOT USED.
<br />O9
<br />NOT USED.
<br />* XP. 6-30-22
<br />PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br /><@TANK
<br />>COVER
<br />THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER
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<br />TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK.
<br />11
<br />CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS
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<br />WHERE MEETING CONCRETE.
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<br />REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br />12
<br />PRODUCT LINES (1 OR 2 PER UST SUMP).
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<br />TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR
<br />13
<br />SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK
<br />INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE.
<br />14
<br />TANK ANCHORING, CONSULT LOCAL REGULATION; VERIFY WITH OWNER'S
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<br />REPRESENTATIVE.
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<br />OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF
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<br />OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN
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<br />WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL
<br />OACCORDANCE
<br />15
<br />REQUIREMENTS.
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<br />AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT
<br />TRY 36'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH
<br />AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN
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<br />AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90%
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<br />LEVEL.
<br />XX NOTE:
<br />INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02
<br />1 8" CONCRETE SLAB AT
<br />45.25' 87.6 LB/CF
<br />BUOYANCY CALC. 22,000 GAL. SPLIT TANK
<br />SCALE: NTS (TYPICAL CALCULATION ASSUMING 4' MINIMUM OVER OF GRAVEL)
<br />CLIENT:
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<br />4'DIA.
<br />10 11 (TYP.)
<br />BP WEST COAST PRODUCTS, LLC
<br />NO.
<br />SUMP
<br />DESCRIPTION
<br />Q04/10/2020
<br />REV. PER SJCEHD
<br />Q2
<br />01/18/2021
<br />BID PACKAGE
<br />2 4' MIN.
<br />COVER
<br />TANK DEPTH
<br />0
<br />0
<br />10.5' DIA. &.5' GRAVEL
<br />0
<br />12,87"LBS11 COLUMN
<br />0
<br />0
<br />10
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<br />-(5).67 X 1.5' X 36.0'
<br />C)
<br />DEADMAN
<br />SEAL:
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<br />Of
<br />NO. 36475
<br />* XP. 6-30-22
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<br />12"
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<br />BUOYANCY CALCULATIONS
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<br />CALCULATION BASED ON SUBMERGED WEIGHT OF ALL MATERIALS:
<br />TANK WITH SPHERICAL ENDS, 10.5' O.A. DIA. (10' NOMINAL)
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<br />TANK LENGTH: 41' 3-1/4" TANK DIAMETER 10'-6"
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<br />TRY 36'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH
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<br />EMPTY TANK UPLIFT = 22,000 GAL
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<br />_ 2941 CU FT
<br />DEVELOPMENT INFORMATION:
<br />7.48 GAL./CF
<br />ADDRESS
<br />2510 S. STATE HWY 99 W. FRONTAGE ROAD
<br />2941 CU FT X 62.4 LBS/CF = 183,518 LBS (DISPLACED WATER)
<br />DESIGNED BY:
<br />TANK SUMP UPLIFT = (2) X 3.14 X 2.0'2 X 4' = 100.5 CU FT
<br />/
<br />II
<br />+ (2) X 3.14 X 1.752 X 4' = 77.0 00 FT
<br />ER
<br />?
<br />177.5 CU FT
<br />/
<br />177.5 CF X 62.4 LBS/CU FT = 11,076 LBS (DISPLACED WATER)
<br />TYPICAL 12,000/10,000 GALLON
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<br />TOTAL TANK UPLIFT = 183,518 LBS + 11,076 LBS = 194,594 LBS }
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<br />M,5,3,06
<br />HOLD DOWN CALCULATION
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<br />TANK SLAB: .67' X 13.5' X 45.25' = 409.28 CU FT
<br />409.28 CU FT X 87.6 LBS/CU FT = 35 852 LB
<br />CUBED BACKFILL ABOVE TANK:
<br />4' X 10.5' X 41.25' = 1,732.5 CU FT - 177.5 CU� FT = 1555 CF
<br />1555 CU FT X 57.6 LBS/ CU FT = 89,568 LBS
<br />CURVED BACKFILL ABOVE TANK:
<br />3.14 X 5.25'2X 41.25' = 3,570.0 CU FT
<br />10.5' X 10.5' X 41.25' = 4,547.8 CU FT
<br />4,547.8 CU FT - 3,570.0 CU FT = 977.8 CU FT= 2 488.9.0 CU FT
<br />488.9 CU FT X 57.6 LBS/ CU FT = 28,161 LBS
<br />GRAVEL COLUMN ABOVE DEADMEN:
<br />/\\��
<br />1.5' X 14.5' X 36.0' X 2 = 1,566 CU FT
<br />-
<br />1,566 CU FT X 57.6 LBS/ CU FT 90,202 LBS
<br />5 CONCRETE DEADMEN:
<br />.67'X 1.5'X36.0'=36.2 CU FT
<br />36.2 FT X 87.6 LBS/ CU FT X (2) = 6,342 BS
<br />DRY WEIGHT OF TANK: 12,873 LBS 1
<br />TOTAL HOLD DOWN: 262,998 LBS
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<br />TOTAL HOLD DOWN: 262,998 LBS = 1.35 SAFETY FACTOR
<br />TOTAL TANK UPLIFT: 194,594 LBS
<br />BUOYANCY CALC. 22,000 GAL. SPLIT TANK
<br />SCALE: NTS (TYPICAL CALCULATION ASSUMING 4' MINIMUM OVER OF GRAVEL)
<br />CLIENT:
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<br />'Ad &
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<br />ARCO
<br />BP WEST COAST PRODUCTS, LLC
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />Q04/10/2020
<br />REV. PER SJCEHD
<br />Q2
<br />01/18/2021
<br />BID PACKAGE
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />10
<br />11
<br />SEAL:
<br />FESS /0
<br />GHgO��
<br />NO. 36475
<br />* XP. 6-30-22
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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 />ER
<br />DATE:
<br />PROJECT NO:
<br />10/23/2019
<br />DRAWING TITLE:
<br />TYPICAL 12,000/10,000 GALLON
<br />DOUBLE WALL FIBERGLASS TANK
<br />INSTALLATION DETAILS
<br />SHEET NO:
<br />M,5,3,06
<br />
|