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SEE CIVIL SHEET C-1 FOR REINFORCED CONCRETE SLAB LO
<br /> ADJOINING CONDITIONS 18" CONCRETE CROWN (TYP.) SEE CIVIL DRAWING FOR SPECIFICATIONS. J
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<br /> >ORSHOCRE
<br /> PACTED SOIL l - xi COMPACTED SOIL - \ O
<br /> 3'-0° EXTEND CONTINUOUS /\/vA/ OW EEXTEND CONTINUOUS MIN. ! MIN - - - FILTER FABRIC TO SLAB � / �/\//\//\// / � _ � Q W/FILTER FABRIC TO SLAB MIN. ,C - VVU VSLOPE EXCAVATANK V i VA o w m Z O J
<br /> z EXCAVATION PER PROJECT SOILS REPORT, VA//VA \ � PEA GRAVEL -\ PEA GRAVEL /VA//VA/ VV/�A//VA�/ �n U (- O
<br /> OSHA SOILS CLASSIFICATION AND TANK iA//A//A
<br /> o MANUFACTURER INSTALLATION _f FOURTH LIET OF PEFl //\\\//\//\/�\ \ Q Q U Q
<br /> / / / / GRAVEL, FILL TO TOP OF s -g // //\\//\\// /\ /\\// WALL OF o o. w w J W O O
<br /> INSTRUCTIONS. ALL SHORING IF REQUIRED \//\//\//\//\ � ��� � /\/\/\/\ \/\ EXCAVATION v m a a
<br /> a TO BE UNDERENGINESEPAARATE PERMITED AND PERMTBDY \/�\/�\ j\\/\\/�/\ 20,000FGALLON IBERG FIBERGLASS WALL ZO,000FGALLON IBERG FIBERGLASS WALL 20,000FGALLON IBERG AS DO ABLK WALL NN TANK \%\// //\\\/\\ \ INSTALL HLTER FABRIC g (r0
<br /> o CONTRACTOR. REFER TO ARTICLE 132008 \/\//�/�/�/N/�// UL 1316 LISTED AND UL 1316 LISTED AND UL 1316 LISTED AND \�\ \ AT TANK HOLE
<br /> 0- OF PROJECT MANUAL \\//\\�\\\/\\�\\�\/ / / Y Y Y Y
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<br /> a \//\/ \// / //�//\/ \ _ METHANOL COMPATIBLE. METHANOL COMPATIBLE. METHANOL COMPATIBLE. d. a "dal a aT ¢u �P ) N N
<br /> 10'-6" 0.D. - b 10'-6' O.D. c 10'-6' O.D. c ,c V
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<br /> / /\ / / / / ' � iC � al- �, u � dr _g^ THIRD LIFT OF PEA GRAVEL, � � � � �' C(
<br /> � D � A�xs, U, i B C", a 2'
<br /> I PEA GRAVEL BEDDING AND BACKFILL TYPICAL TO SUB \\�\\\j\\j\\�\\\/\\�\\\/\\ w 7 p O Ol C O C C TAMP GRAVEL BENEATH TANK 0 0 0 0
<br /> GRADE SURFACE (BOTTOM OF CONCRETE) /\/\/\ /\\ /x\
<br /> \\/\/\/\ ? _1r; A d d d C .. d . 1
<br /> / / -
<br /> D LIFT OF PEA
<br /> NOTE: \ \ \ \ \ \ ,_ Ak, , „ 0 TAMPGRAVEL BENEATH GRAVEL,
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<br /> DEADMEN ARE TO BE PRE CAST ABOVE GROUND \\�\/\\/\/\/\/\//\ _ d a1 �,:: .- yo a i
<br /> \/ \ \ \ \ \ \ \ \ 1 „- FIRST LIFT OF PEA GRAVEL
<br /> AND LOWERED INTO EXCAVATION. \ � \ \ TAMP GRAVEL BENEATH TANK
<br /> TAMPED GRAVEL BED
<br /> �/xx A� �/��/j\�/��% I B CONC. DEADMEN 36"x12", TYP. OF (Z)
<br /> EXTEND 12" GREATER THAN OVERALL
<br /> T-3 INSTALL FILTER FABRIC
<br /> NOTE:
<br /> CONC. DEADMEN 18"x12" B I LENGTH OF TANK (TYP.) AT BOTTOM OF TANK HOLE
<br /> FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS (TYP. OF 2) T-3 (TYP.)
<br /> REQUIRED FOR ALL INSTALLATIONS. FABRIC MAY BE I - 13'-0" - - 13'-6" - F- ----- - ---- 13'-0" - - -- - SIEVE ANALYSIS OF PEAGRAVEL IS REQUIRED.
<br /> PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS
<br /> MUST BE LAPPED 1 ' MINIMUM. IN WET HOLE NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION INSTRUCTIONS. NOTE:
<br /> INSTALLATIONS FABRIC MUST EXTEND 1 ' ABOVE MAX. OSHA TYPE "C° SIMPLE SLOPE SHOWN IN THIS VIEW IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR TANK
<br /> HIGH WATER TABLE. 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 /> A Typical Yank Burial CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE ABOVE, (TANK
<br /> BALLAST & PLACEMENT BY FILLING WITH WATER) SHALL BE DONE IN ONE
<br /> T-3 SCALE: 3/16"=1 '-0" CONTINUOUS PROCESS, TANKS SHALL BE PUMPED DRY ONLY AFTER FINAL
<br /> BACK FILL AND CONCRETE COVER IS IN PLACE.
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<br /> 3/4" GALV. JAW AND EYE TURNBUCKLE_ 48" CONTAINMENT COLLAR R-28 RESERVOIR W > 00
<br /> fl TURNBUCKLE LOCATIONS ON EACH TANK Fr
<br /> 1 TO ALTERNATE BETWEEN SIDES OF TANK J 0 Q
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<br /> 1 4"x3" STRAP WITH GUIDES 0
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<br /> / i 4"x3" STRAP WITH GUIDES BY
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<br /> ' BY TANK MFG. TO TANK AT � � '� TANK MFG. TO TANK AT ALL
<br /> ALL DESIGNED LOCATIONS. DESIGNED LOCATIONS. O
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<br /> R -
<br /> SIDE OF EXCAVATION. � 48 CONTAINMENTCOLLA \ \ O
<br /> �Y 1/2" GALVANIZED STEEL
<br /> / I STRANDED CABLE.
<br /> CO REBAR AT EACH ----,,
<br /> CORNER w/ #3 TIES
<br /> AT 16" O.C. HOLD \ L
<br /> //\ REBAR L5" CLEAR OF 30" FLGD. MANWAY
<br /> \�\%/\ FORMED SURFACES. - w/5 (4") NPT FIGS
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<br /> 18 x�2
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<br /> B Tank Hold Down Details Wim '
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<br /> T-3 NqT TO SCALE 30" FLGD. MANWAY /jr 0
<br /> w/2 (4") NPT FTGS. }� p
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<br /> k 36- 1 /2" -� -
<br /> BUOYANCY CALCULATION, 20,000 GAL. TANK ..
<br /> CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> "CONTAINMENT SOLUTIONS" TANK WITH SPHERICAL ENDS,
<br /> (10' NOMINAL)
<br /> TANK LENGTH: 37' 5-1 /2" TANK DIAMETER 10'-6" g z
<br /> ____r,) 7" CONCRETE SLAB AT TRY 38'-6" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH
<br /> 87.6 LB/CF EMPTY TANK UPLIFT = 19,947 GAL \ J
<br /> _ = 2667 CU FT
<br /> 7.48 GAL/CF °
<br /> 41 ,5' / 2667 CU FT X 62.4 LBS/CF = 166,421 LBS (DISPLACED WATER)
<br /> I TANK SUMP UPLIFT = (2) X 3. 14 X 2' X 4' = 100.5 CU FT O
<br /> O U 6 O
<br /> // i 100.5 CF X 62.4 LBS/CU FT = 6271 LBS (DISPLACED WATER) a
<br /> TOTAL TANK UPLIFT = 166,421 LBS + 6,271 LBS = 172,692 LBS f
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<br /> 4' DIA. = CS
<br /> SUMP HOLD DOWN CALCULATION � z � V
<br /> - - -1- 3 -- - � TANK SLAB: .58' X 13.5' X 41 .5' = 325 CU FT 0 5 N
<br /> O 2 4' MIN. BURY DEPT. 325 CU FT X 87.6 LBS/CU FT = 28,470 LBS a o
<br /> 2Q CUBED BACKFILL ABOVE TANK: z z w
<br /> TANK 4' X 10.5' X 37.5' = 1 ,575 CU FT - 100.5 CU FT = 1474.5 CU FT ¢ N N ro 50 0
<br /> 10.5' DIA. - ® 1 .5' GRAVEL COLUMN 474.5 CU FTX 57.6 LBS/ CU FT = 84.931 LBS ! Lo Z I
<br /> i 9,900 Les CURVED BACKFILL ABOVE TANK: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 N Q z w
<br /> 6 3.14 X 5.25'ZX 37.5' = 3,245.5 CU FT - - ^ <
<br /> 0.5' X 10.5' X 37.5' = 4134.4 CU f7 10" -!� ^^ w E
<br /> r �r 1 16- 1 . TYP. N Z N N J >
<br /> 1 ' X 1 5' X 38.5' f- - 1 -8 --- -- / ao w > >
<br /> 5 4134.4 CU FT - 3,245.5 CU FT = 888.9 CU FT _ 00 Li V v > N
<br /> DEADMAN 2 - 444.s cu F _ 5'-6 1 4" - - 6' - 10 1 2" -- - 5' -6" - 4'- 1 1 2" - - 8'-3" ,�--- 5' -6 1 /4" f
<br /> 444.5 CU FT X 57.6 LBS/ CU FT = 25.603 LBS / / / d DN
<br /> 0 GRAVEL COLUMN ABOVE DEADMEN: 1
<br /> 12 5' X 14.5' X 38.5' X 2_ = 1 ,675 CU FT - - -- - - - - 37'-5 1 /2' - -- - - - - y JC7 s�
<br /> I 13'-6" 1 ,675 CU IFX 57.6 LBS/ CU FT = 96.480 LBS �QPOFESS/p Q o
<br /> CONCRETE DEADMEN: NOTE:
<br /> THE TANK FILL END SHALL BE INSTALLED NOTE: CONTRACTOR SHALL VERIFY EXACT
<br /> V X 1 .5' X 38.5' = 57.75 CU FT c�
<br /> ONE INCH LOWER IN ELEVATION THAN THE STRAP SPACING WITH TANK MANUFACTURERS b
<br /> 57.75 CU FT X 87.6 LBS/ CU FT X (2) = 10,118 LBS ! w6 o�so z ❑, b. Nyo
<br /> TOTAL HOLD DOWN: 255.502 LBS = 1 .48 SAFETY FACTOR TANK TURBINE END. �Exe 9-ao- ? M 8 o ca s
<br /> I PRIOR TO HOLD DOWN CONSTRUCTION. j ,.
<br /> TOTAL TANK UPLIFT: 172,692 LBS © DRY WEIGHT TO TANK: 9 900 LBS
<br /> TOTAL HOLD DOWN: 255.502 LBS 1 Containment Solutions � CNt
<br /> D
<br /> Buoyancy Calculation 20,000 Gallon Tank 1 c 20K Tank Elevation ShowingStrapSpacing TES LIFTING LUG
<br /> p g / INDICATES STRAP PLACEMENT LOCATION INDICATES HOLD DOWN STRAP CLIP
<br /> ®
<br /> T_3 NOT TO SCALE T-3 SCALE: 1 /2"=1 '-O" o p
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