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L::T <br /> 7" CONCRETE SLAB AT <br /> 87.6 LB/CF <br /> CA � <br /> J <br /> 75.3' Q � <br /> C)H <br /> 7 W Q _ <br /> -Z. C D � N J <br /> (4) F-- > C� W c U <br /> 4.5' DIA. z Z 0 <br /> SUMP � O J 0) W <br /> Q Q <br /> _ ~ Z <br /> TANKJA <br /> 2 5' MIN. BURY DEPT. L Ua �cO1 0.5 \19,300 <br /> DRY <br /> L750 LBS 4 1 .5' GRAVEL COLUMN <br /> z � � C� <br /> WET O <br /> © LD0 <br /> 5 18 X 8,> X 72' N <br /> DEADMAN Q V) <br /> > > > <br /> 0 0 0 <br /> 0 p <br /> U <br /> 12" <br /> o <br /> mcu m <br /> o <br /> CIS co <br /> H <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) 1.0 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 CO j OD <br /> 2 3.14 2.25 4.00 FT 127.17 CU FT W ff 0) <br /> DISPLACED WATER 127.17 x 62.40 7,935.41 LBS O 0 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 Q = <br /> 1� TANK SLAB 0.58 13.50 75.33 589.83 CU FT O J <br /> 0 � <br /> VOL 589.83 CU FT 87.60 LBS/CF 51,669.45 LBS 0) 0 <br /> HIGH WIDE LENGTH SUMP/V VOLUME (f) 0 <br /> ( CUBED BACKFILLABOVE TANK 4.00 10.50 71.33 2,995.86 127.17 2,868.69 CU FT O � <br /> VOL 2,868.69 x 57.60 LBS/CF 1651236.54 LBS U <br /> T1 RADIUS LENGTH VOLUME <br /> 3.14 5.25 71.33 6,173.34 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 /> GRAVELCOLUMN 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 178,724.45 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 /> -� 67814 ;;0 <br /> / I <br /> I <br /> I <br /> 9T SIV 1 � <br /> F OF CA-\ 05/27/22 X <br /> 0 <br /> 0 <br /> 0 <br /> m <br /> ° p Q Q <br /> 0 <br /> U) o Z > Z <br /> N <br /> = O <br /> I <br /> 1/4"x3" STRAP WITH II <br /> GUIDES BY TANK MFG. 0 m 0 N <br /> TO TANK AT ALL <br /> DESIGNED LOCATIONS. 3. <br /> Cn <br /> Y <br /> 12" MANHOLE 185 <br /> 0 0 a m <br /> 3/4" GALV. JAW AND EYE TANK EXCAVATION OBSERVATION <br /> TURNBUCKLE. TURNBUCKLE 6 CLEARANCEco <br /> ANCHOR HOOK POINT LOCATIONS ON EACH TANK BETWEEN CAP PORT (2). INSTALLED WITH TANKS, <br /> 12-5/8" ABOVE TANK TO ALTERNATE BETWEEN AND GRADE DO NOT DRILL AFTER INSTALLATION. V O o <br /> BOTTOM (TYP.) SIDES OF TANK N <br /> v <br /> as - � <br /> e <br /> 1/2" GALVANIZED STEEL <br /> STRANDED CABLE. NOTE. ALL EXPOSED GALVANIZED <br /> STEEL MATERIALS SHALL BE 188 � m E <br /> PRE-CAST CONCRETE DEADMEN PROPERLY PROTECTED AGAINST 6 PORT CAP/PLUG :36" VC t <br /> SIDE OF PROVIDED BY CONTAINMENT CORROSION WITH COATING OF COUPLER 187 �� v) o <br /> EXCAVATION SOLUTIONS INC. BITUMINOUS MATERIAL ONCE <br /> �\ Da �a �a INSTALLED. <br /> �� a BACKFILL o a PVC PIPE M <br /> 6" SLOTTED 187 187 6" SOLID PVC PIPING LJJ N <br /> N <br /> L <br /> �� lDa� o a a �a�� `�U 00 N <br /> 186 <br /> \\ D \ \\ v C U PVC CAP +, 0-) N <br /> /i\ as as aa\D as aadD aa\D aa\D aa� as as aa�D aa\ LnCD <br /> \,\ DoD°°DD°DDoDDoDDoD°°D �Do\Do\Do\Do\D <br /> Al �a �a �a �a �a �a �a �a �a �a �aC 6 OBSERVATION PORT DEPTH SHALL BE 24 � }; N o <br /> / / / / / / END OF TANK 2'-0" BELOW TANK. DO NOT PENETRATE SOIL. p N N <br /> 18"x8" DDDDDDDD�DD�DD�DD�DD�DD�DD�DD\DDD <br /> 18"x8" 'DDDDDDD�DD�DD�D 00 Y z <br /> DO NOT USE PVC CEMENT ON BOTTOM CAP m V <br /> OR OTHER COUPLINGS OR FITTINGS. <br /> 0 <br /> u) <br /> D Tank Hold Down Details 10' Diameter Tanks rhNot used F Observation Port Detail <br /> w <br /> cl� <br /> T3-2 NOT TO SCALE T3-2 NONECD <br /> T3-2 NOT TO SCALE CN <br /> u <br /> U <br /> L <br /> U <br /> N <br /> E <br /> O <br /> Ln <br /> O <br /> O <br /> � <br /> N o <br /> Z U) o <br /> N <br /> o T i <br />