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COMPACTED SOIL -
<br />p SLOPE EXCAVATION OR SHORE TANK
<br />-E EXCAVATION PER PROJECT SOILS REPORT,
<br />OSHA SOILS CLASSIFICATION AND TANK
<br />o MANUFACTURER INSTALLATION
<br />INSTRUCTIONS OR PER CIVIL DRAWINGS.
<br />ALL SHORING IF REQUIRED TO BE
<br />ENGINEERED AND PERMITTED UNDER /\\
<br />o SEPARATE PERMIT BY CONTRACTOR.
<br />PEA GRAVEL BEDDING AND BACKFILL TYPICAL TO SUB
<br />GRADE SURFACE (BOTTOM OF CONCRETE)
<br />NOTE:
<br />DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND
<br />LOWERED INTO EXCAVATION.
<br />NOTE:
<br />FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS
<br />REQUIRED FOR ALL INSTALLATIONS. FABRIC MAY BE
<br />PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS
<br />MUST BE LAPPED 1' MINIMUM. IN WET HOLE
<br />INSTALLATIONS FABRIC MUST EXTEND 1' ABOVE MAX.
<br />HIGH WATER TABLE.
<br />EXTEND CONTINUOUS
<br />FILTER FABRIC TO SLAB
<br />`- PEA GRAVEL
<br />SEE CIVIL SHEETS FOR
<br />ADJOINING CONDITIONS
<br />C '� 2M�N'
<br />T-3
<br />GONG. DEADMEN 18"02"
<br />(TYP. OF 2)(T--13
<br />18" WIDE X 2" TALL CONCRETE CROWN
<br />(TYP.)
<br />3'-0"
<br />MIN.
<br />30,000 GALLON DOUBLE WALL
<br />FIBERGLASS TANK
<br />UL 1316 LISTED AND
<br />METHANOL COMPATIBLE.
<br />10'-6" O.D.
<br />O
<br />30,000 GALLON DOUBLE WALL
<br />FIBERGLASS TANK
<br />UL 1316 LISTED AND
<br />METHANOL COMPATIBLE.
<br />10'-6" 0. D.
<br />O
<br />3'-O
<br />MIN.
<br />-f
<br />30,000 GALLON DOUBLE WALL
<br />FIBERGLASS TANK
<br />UL 1316 LISTED AND
<br />METHANOL COMPATIBLE.
<br />10'-6" 0. D.
<br />O
<br />GONG. DEADMEN 36"x12", TYP. OF (2)
<br />T-3 EXTEND 12" GREATER THAN OVERALL
<br />LENGTH OF TANK (TYP.)
<br />--- 1S' 0" - 13'-6" T 13'-0" -
<br />NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION INSTRUCTIONS.
<br />OSHA TYPE "C" SIMPLE SLOPE SHOWN IN THIS VIEW
<br />-33"--�
<br />A Typical Tank Burial
<br />T-3 SCALE: 3/8"=V-0"
<br />.n--1.1-I--,,-vI, -11
<br />REINFORCED CONCRETE SLAB
<br />SEE CIVIL DRAWINGS FOR CONCRETE
<br />SPECIFICATIONS.
<br />EXTEND CONTINUOUS
<br />FILTER FABRIC TO SLAB
<br />PEA GRAVEL
<br />SEE CIVIL SHEETS FOR
<br />ADJOINING CONDITIONS
<br />'--� i z
<br />COMPACTED SOIL-.
<br />FOURTH LIFT OF PEA 5�� WALL OF
<br />GRAVEL, FILL TO TOP OF 5 _g / '/ /A///
<br />EXCAVATION
<br />TANK X\\�\x INSTALL FILTER FABRIC
<br />AT TANK HOLE
<br />- (TYP.)
<br />THIRD LIFT OF PEA GRAVEL,
<br />TAMP GRAVEL BENEATH TANK
<br />SECOND LIFT OF PEA GRAVEL,
<br />y_ TAMP GRAVEL BENEATH TANK
<br />L
<br />V -0" -FIRST LIFT OF PEA GRAVEL
<br />----- - - " - y- TAMP GRAVEL BENEATH TANK
<br />1'-0" TAMPED GRAVEL BED
<br />INSTALL FILTER FABRIC
<br />AT BOTTOM OF TANK HOLE
<br />(TYP.)
<br />i 1Vnnnorn Tin nrrrrn,nin
<br />0
<br />0
<br />I
<br />0
<br />rN INDICATES LIFTING LUG NOTE:
<br />NOTE CONTRACTOR SHALL VERIFY EXACT Containment Solutions LOCATION THE TANK FILL END SHALL BE INSTALLED
<br />STRAP SPACING WITH TANK MANUFACTURERC 30K Tank Elevation Showing Strap Spacing / t INDICATES STRAP PLACEMENT ONE INCH LOWER IN ELEVATION THAN
<br />PRIOR TO HOLD ®OWN CONSTRUCTION. ® INDICATES HOLD DOWN STRAP CLIP THE TANK TURBINE END.
<br />-- - - --- �T-3 `,CALE: 1/2"=1'-0'
<br />SIDE OF EXCAVATION.
<br />18`x12`
<br />- 1/4"x3" STRAP WITH GUIDES
<br />BY TANK MFG. TO TANK AT
<br />ALL DESIGNED LOCATIONS,
<br />1/2" GALVANIZED STEEL
<br />STRANDED CABLE.
<br />#4 REBAR AT EACH
<br />CORNER w/ #3 TIES
<br />AT 16" O.C. HOLD
<br />REBAR 1.5" CLEAR OF
<br />FORMED SURFACES.
<br />36"x12"
<br />B Tank Hold Down Details
<br />-3 NOT TO SCALE
<br />3/4" GALV. JAW AND EYE TURNBUCKLE.
<br />X
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<br />TURNBUCKLE LOCATIONS ON EACH TANK
<br />L
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<br />TO ALTERNATE BETWEEN SIDES OF TANK
<br />i
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<br />12" MANHOLE 151
<br />m
<br />o
<br />6" CLEARANCE
<br />TANK EXCAVATION OBSERVATION
<br />0
<br />BETWEEN CAP
<br />PORT (2). INSTALLED WITH TANKS,
<br />�1/4"x3'
<br />A D GRADE
<br />DO NOT DRILL AFTER INSTALLATION.
<br />STRAP WITH GUIDES BY
<br />;•
<br />O
<br />TANK MFG, TO TANK AT ALL
<br />e�
<br />DESIGNED LOCATIONS.
<br />154 6" PORT CAP/ PLUG
<br />6° PVC
<br />J
<br />NOTE: ALL EXPOSED GALVANIZED
<br />153
<br />COUPLER
<br />y�0
<br />STEEL MATERIALS SHALL BE
<br />6 SLOTTED
<br />`; 6" SOLID PVC PIPING
<br />PROPERLY PROTECTED AGAINST
<br />152
<br />153
<br />CORROSION WITH COATING OF
<br />PVC PIPE
<br />r1-
<br />BITUMINOUS MATERIAL ONCE.
<br />152 PVC CAP
<br />INSTALLED.
<br />LL
<br />?, 6" OBSERVATION PORT DEPTH SHALL BE 24"
<br />END OF TANKMINI BELOW TANK. DO NOT PENETRATE SOIL.
<br />,L-� DO NOT USE PVC CEMENT ON BOTTOM CAP
<br />OR OTHER COUPLINGS OR FITTINGS.
<br />E Observation Port Detail
<br />T-3 NOT TO SCALE
<br />NOTE:
<br />SIEVE ANALYSIS OF PEAGRAVEL IS REQUIRED.
<br />NOTE:
<br />IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR TANK
<br />INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE RUN-OFF INTO TANK
<br />PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN AND BACK
<br />FILL TO TOP OF TANKS IMMEDIATELY AFTER TANK PLACEMENT, THEN
<br />CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE ABOVE, (TANK
<br />BALLAST & PLACEMENT BY FILLING WITH WATER) SHALL BE DONE IN ONE
<br />CONTINUOUS PROCESS. TANKS SHALL BE PUMPED DRY ONLY AFTER FINAL
<br />BACK FILL AND CONCRETE COVER IS IN PLACE.
<br />58.25
<br />r
<br />7" CONCRETE SLAB AT
<br />87.6 LB/CF
<br />4' DIA.
<br />SUMP
<br />0 TANK 4' MIN. BURY DEPT
<br />10.5' DIA.
<br />13,900 LBS
<br />EMPTY
<br />21,000 LBS I- 4 1.5' GRAVEL COLUMN
<br />BRINE FILLED
<br />O
<br />5 1' X 1.5' X 55.25'
<br />+ DEADMAN
<br />1-12"
<br />TOTAL HOLD DOWN: 369.272 LBS _ 1.45 SAFETY FACTOR
<br />TOTAL TANK UPLIFT: 254,997 LBS
<br />BUOYANCY CALCULATION, 30,000 GAL. TANK
<br />CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br />"CONTAINMENT SOLUTIONS" TANK WITH SPHERICAL ENDS,
<br />(10' NOMINAL)
<br />TANK LENGTH: 54'-3" TANK DIAMETER 10'-6"
<br />TRY 55'-3" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH
<br />EMPTY TANK UPLIFT = 29,816 GAL _ 3986 CU FT
<br />7.48 GAL./CF
<br />3986 CU FT X 62.4 LBS/CF = 248,726 LBS (DISPLACED WATER)
<br />TANK SUMP UPLIFT = (2) X 3.14 X 2'2X 4' = 100.5 CU FT
<br />100.5 CF X 62.4 LBS/CU FT = 6271 LBS (DISPLACED WATER)
<br />TOTAL TANK UPLIFT = 248,726 LBS + 6,271 LBS = 254.997 LBS
<br />HOLD DOWN CALCULATION
<br />TANK SLAB: .58' X 13.5' X 58.25' = 456 CU FT X 87.6/CF
<br />456 CU FT X 87.6 LBS/CU FT = 39.945 LBS 1
<br />CUBED BACKFILL ABOVE TANK: r
<br />4'X 10.5' X54.25'=2,278.5 CU FT- 100.5 CUT=2,178 CU FT
<br />2,178.0 CU FT X 57.6 LBS/ CU FT = 125.453 LBS
<br />CURVED BACKFILL ABOVE TANK:
<br />3.14 X 5.25'2X 54.25' = 4,695 CU FT
<br />10,5' X 10.5' X 54.25' = 5,981 CU FT
<br />5981 CU FT - 4695 CU FT = 1286 2 CU FT = 643.0 CU FT
<br />643.0 CU FTX 57.6 LBS/ CU FT = 37.037 LBS
<br />(44] GRAVEL COLUMN ABOVE DEADMEN:
<br />1.5' X 14.5' X 55.25' X 2 = 2,403 CU FT
<br />2,403 CU FT X 57.6 LBS/ CU FT = 138.413 LBS
<br />0 CONCRETE DEADMEN:
<br />1' X 1.5' X 55.25' = 82.9 CU FT
<br />82.9 CU FT X 87.6 LBS/ CU FT X (2) = 14.524 LBS
<br />DRY WEIGHT TO TANK: 13,900 LBS
<br />TOTAL HOLD DOWN: 369.272 LBS
<br />Buoyancy Calculation 30,000 Gallon Tank
<br />T-3 NOT TO SCALE
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<br />NOTE:
<br />SIEVE ANALYSIS OF PEAGRAVEL IS REQUIRED.
<br />NOTE:
<br />IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR TANK
<br />INSTALLATION OR IF POTENTIAL EXISTS FOR SURFACE RUN-OFF INTO TANK
<br />PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN AND BACK
<br />FILL TO TOP OF TANKS IMMEDIATELY AFTER TANK PLACEMENT, THEN
<br />CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE ABOVE, (TANK
<br />BALLAST & PLACEMENT BY FILLING WITH WATER) SHALL BE DONE IN ONE
<br />CONTINUOUS PROCESS. TANKS SHALL BE PUMPED DRY ONLY AFTER FINAL
<br />BACK FILL AND CONCRETE COVER IS IN PLACE.
<br />58.25
<br />r
<br />7" CONCRETE SLAB AT
<br />87.6 LB/CF
<br />4' DIA.
<br />SUMP
<br />0 TANK 4' MIN. BURY DEPT
<br />10.5' DIA.
<br />13,900 LBS
<br />EMPTY
<br />21,000 LBS I- 4 1.5' GRAVEL COLUMN
<br />BRINE FILLED
<br />O
<br />5 1' X 1.5' X 55.25'
<br />+ DEADMAN
<br />1-12"
<br />TOTAL HOLD DOWN: 369.272 LBS _ 1.45 SAFETY FACTOR
<br />TOTAL TANK UPLIFT: 254,997 LBS
<br />BUOYANCY CALCULATION, 30,000 GAL. TANK
<br />CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br />"CONTAINMENT SOLUTIONS" TANK WITH SPHERICAL ENDS,
<br />(10' NOMINAL)
<br />TANK LENGTH: 54'-3" TANK DIAMETER 10'-6"
<br />TRY 55'-3" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH
<br />EMPTY TANK UPLIFT = 29,816 GAL _ 3986 CU FT
<br />7.48 GAL./CF
<br />3986 CU FT X 62.4 LBS/CF = 248,726 LBS (DISPLACED WATER)
<br />TANK SUMP UPLIFT = (2) X 3.14 X 2'2X 4' = 100.5 CU FT
<br />100.5 CF X 62.4 LBS/CU FT = 6271 LBS (DISPLACED WATER)
<br />TOTAL TANK UPLIFT = 248,726 LBS + 6,271 LBS = 254.997 LBS
<br />HOLD DOWN CALCULATION
<br />TANK SLAB: .58' X 13.5' X 58.25' = 456 CU FT X 87.6/CF
<br />456 CU FT X 87.6 LBS/CU FT = 39.945 LBS 1
<br />CUBED BACKFILL ABOVE TANK: r
<br />4'X 10.5' X54.25'=2,278.5 CU FT- 100.5 CUT=2,178 CU FT
<br />2,178.0 CU FT X 57.6 LBS/ CU FT = 125.453 LBS
<br />CURVED BACKFILL ABOVE TANK:
<br />3.14 X 5.25'2X 54.25' = 4,695 CU FT
<br />10,5' X 10.5' X 54.25' = 5,981 CU FT
<br />5981 CU FT - 4695 CU FT = 1286 2 CU FT = 643.0 CU FT
<br />643.0 CU FTX 57.6 LBS/ CU FT = 37.037 LBS
<br />(44] GRAVEL COLUMN ABOVE DEADMEN:
<br />1.5' X 14.5' X 55.25' X 2 = 2,403 CU FT
<br />2,403 CU FT X 57.6 LBS/ CU FT = 138.413 LBS
<br />0 CONCRETE DEADMEN:
<br />1' X 1.5' X 55.25' = 82.9 CU FT
<br />82.9 CU FT X 87.6 LBS/ CU FT X (2) = 14.524 LBS
<br />DRY WEIGHT TO TANK: 13,900 LBS
<br />TOTAL HOLD DOWN: 369.272 LBS
<br />Buoyancy Calculation 30,000 Gallon Tank
<br />T-3 NOT TO SCALE
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