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1 7" CONCRETE SLAB AT <br /> 87.6 LB/CF <br /> CA 00 <br /> J <br /> 75.3' Q 41-- <br /> W Q _ <br /> -Z C 0 � N J <br /> O <br /> (4) Z W C j Q <br /> 4.5' DIA. I Z 0 <br /> SUMP I J 0 J W <br /> Q Q <br /> _ ~ Z <br /> rl <br /> ANK 0 2 5' MIN. BURY DEPT. U Q U J <br /> 5' DIA. I Z > 0 <br /> 00 LBS Q 0 () (n <br /> DRY <br /> 27,750 LBS 01 .5' GRAVEL COLUMN w Q <br /> WET I CL P21 � O ~ O <br /> © I 5 18" X 8" X 72' Uri <br /> a V <br /> DEADMAN Q CN <br /> > > co <br /> Y <br /> U 0 <br /> Q Q T <br /> M <br /> 12 Fj CU <br /> M 1,D o <br /> CU CU dj <br /> M N O <br /> Z <br /> BUOYANCY CALCULATION TABLE <br /> GENERALDATA <br /> MANUFACTURER CONTAINMENT SOLUTION REAL CAPACITY 39,854.00 GAL <br /> TANK DIAMETER 10.5 FT TANK LENGTH 71.33 FT <br /> DRY WEIGHT 19,300.00 LBS BURY DEPTH 4 FT <br /> 48" DIAMETER SUMPS 4 FT <br /> NUMBER OF SUMPS ABOVE TANK <br /> 2 54" DIAMETER SUMPS 4.5 FT <br /> CONCRETE SLAB DIMENSIONS HIGH WIDE LENGTH <br /> 0.58 13.50 75.33 <br /> CONCRETE DEADMAN DIMENSIONS HIGH WIDE LENGTH <br /> (TOTAL ONE SIDE) 1 1.0 1 1.50 71.33 <br /> UPLIFT CALCULATION <br /> TANK REAL CAPACITY 39,854.00 GAL 5,328.07 CU FT <br /> EMPTYTANK 7.48 GAL/CF <br /> DISPLACED WATER 5,328.07 x 62.40 332,471.87 LBS W <br /> SUMPS r[ RADIUS2 LENGTH J N <br /> TANKSUMP - 3.14 2.00 4.00 FT - CU FT j OD <br /> 2 3.14 2.25 4.00 FT 127.17 CU FT W <br /> DISPLACED WATER 127.17 x 62.40 7,935.41 LBS O Q Q <br /> TOTAL TANK UPLIFT 332,471.87 LBS + 7,935.41 LBS 340,407.28 LBS = W <br /> HOLD DOWN CALCULATION <br /> HIGH WIDE LENGTH VOLUME 0 <br /> Q = <br /> 1� TANK SLAB 0.58 13.50 75.33 589.83 CU FT O J <br /> VOL 589.83 CU FT 87.60 LBS/CF 51,669.45 LBS � 0 <br /> HIGH WIDE LENGTH SUMP/V VOLUME (n 0) Q <br /> ( CUBED BACKFILLABOVE TANK 4.00 10.50 71.33 2,995.86 127.17 2,868.69 CU FT 0 <br /> VOL 2,868.69 x 57.60 LBS/CF 1651236.54 LBS V <br /> T1 RADIUS LENGTH VOLUME <br /> 3.14 5.25 71.33 61173.34 1 CU FT <br /> 03 CURVED BACKFILL ABOVE TANK HIGH WIDE LENGTH VOLUME <br /> 10.50 10.50 71.33 7,864.13 CU FT <br /> 7,864.13 - 6,173.34 1,690.79 :2 845.39 CU FT L <br /> O <br /> VOL 845.39 x 57.60 LBS/CF 48,694.71 CU FT U_ <br /> GRAVEL COLUMN ABOVE HIGH WIDE LENGTH VOLUME <br /> ® <br /> DEADMAN 14.50 1.50 71.33 x 2 3,102.86 CU FT <br /> VOL 3,102.86 x 57.60 LBS/CF 1781724.45 LBS <br /> HIGH WIDE LENGTH VOLUME <br /> �5 CONCRETE DEADMAN 1.00 1.50 71.33 x 2 213.99 CU FT <br /> VOL 213.99 x 87.60 LBS/CF 181745.52 LBS <br /> © DRY WEIGHT TO TANK 19,300 LBS <br /> TOTAL HOLD DOWN 482,370.67 LBS <br /> SAFETY FACTOR 482,370.67 LBS - 340,407.28 LBS 1.42 <br /> (-A-- Buoyancy Calculation 40,000 Gallon Tank <br /> T3-2 NOT TO SCALE �o QRpfESSIpHqel <br /> ` <br /> �= HAL P. GRUBB ?� <br /> J <br /> 6 � <br /> JjgTF C I V 1 <br /> OF CALF 7/23/21 <br /> I <br /> I <br /> I <br /> I <br /> 0 <br /> Q Z ami Z X <br /> N O <br /> 2 <br /> O <br /> 1/4"x3" STRAP WITH <br /> GUIDES BY TANK MFG. 0 0 0 N <br /> TO TANK AT ALL °° <br /> 0 <br /> DESIGNED LOCATIONS. = Y <br /> o a <br /> D U Q p II <br /> 12" MANHOLE 185 0 <br /> 3/4" GALV. JAW AND EYE TANK EXCAVATION OBSERVATION <br /> TURNBUCKLE. TURNBUCKLE 6 CLEARANCE <br /> ANCHOR HOOK POINT LOCATIONS ON EACH TANK BETWEEN CAP PORT (2). INSTALLED WITH TANKS, <br /> AND GRADE DO NOT DRILL AFTER INSTALLATION. CjE con <br /> 12-5/8 ABOVE TANK TO ALTERNATE BETWEEN C <br /> BOTTOM (TYP.) SIDES OF TANK <br /> _ v <br /> 1/2" GALVANIZED STEELNOTE: ALL EXPOSED GALVANIZED 1 '-0„ a i <br /> STRANDED CABLE. STEEL MATERIALS SHALL BE 188 r 3 N <br /> PRE-CAST CONCRETE DEADMEN 4-1 <br /> PROPERLY PROTECTED AGAINST 6" PVC 6 PORT CAP/PLUG •� O \ <br /> Im <br /> SIDE OF PROVIDED BY CONTAINMENT CORROSION WITH COATING OF 187 cn <br /> EXCAVATION SOLUTIONS INC. BITUMINOUS MATERIAL ONCE COUPLER <br /> INSTALLED. 6" SLOTTED 6 LJJ <br /> o a P187 VC PIPE 187 6 SOLID PVC PIPING M <br /> BACKFILL ° a <br /> Lxth c a oo N <br /> DO � , <br /> 0 <br /> � � �� �� ,, PVC CAP <br /> / as oa aa�as aaaaa <br /> LAV � a� c as as aa�aa� M M a <br /> r <br /> N <br /> Aa �a 0-ac 6" OBSERVATION PORT DEPTH SHALL BE 24" C LO N <br /> / / / / / / END OF TANK 2'-0" BELOW TANK. DO NOT PENETRATE SOIL. O N N <br /> 18"x8" / / / / / / / / / / /. � '� � / / / / / / D 0 NOT USE PVC CEMENT 0 N BOTTOM CAP m V r Y � LO <br /> O <br /> \,��\��\!��!��!��!��!��,%�%�%\,��\� 18 x8 �\��\���!��!��!��� O <br /> OR OTHER COUPLINGS OR FITTINGS. <br /> 0 <br /> U) <br /> rb") Tank Hold Down Details 10' Diameter Tanks rh Not used ( F ) Observation Port Detail rAm <br /> w <br /> T3-2 NOT TO SCALE T3-2 NONECD <br /> T3-2 NOT TO SCALE <br /> U <br /> U <br /> L <br /> U <br /> N <br /> E <br /> O <br /> Ln <br /> O <br /> O <br /> N ) <br /> Z U) o <br /> Jc) N H <br /> o T i <br />