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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 D � N J <br /> O <br /> (4) Z W C j Q <br /> 4.5' DIA. I Z 0 <br /> SUMP I 0 J W <br /> = z U z <br /> TANK 0 2 5' MIN. BURY DEPT. <br /> z U Q � J <br /> 1 0.5' DIA. I > ZQ � >- 0 <br /> 19,300 LBS UJ <br /> DRY m CU <br /> Q Q <br /> 27,750 LBS I (4) 1 .5' GRAVEL COLUMN OLI J CIL Z (� <br /> WET I O ~ O <br /> © I 18" X 8" X 72' N N N a U <br /> 5 DEADMAN Q CN <br /> 0 0 o Y <br /> U <br /> LP::) pq pq m <br /> 12" CCU 0.j <br /> U <br /> Lf7 M � 0 <br /> 0 0 <br /> H <br /> BUOYANCY CALCULATION TABLE <br /> GENERAL DATA <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 /> TANK SUMP - 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 127.17x 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 Q = <br /> TANK SLAB 0.58 13.50 75.33 589.83 CU FT J <br /> VOL 589.83 CU FT 87.60 LBS/CF 51,669.45 LBS (3) 0 <br /> HIGH WIDE LENGTH SUMP/V VOLUME (n (3) Q <br /> 2� CUBED BACKFILL ABOVE 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 1 LBS/CF 165,236.54 LBS U <br /> TE RADIUS LENGTH VOLUME <br /> 3.14 5.25 71.33 6,173.34 1 CU FT <br /> 0 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 <br /> O <br /> VOL 845.39 x 57.60 LBS/CF 48,694.71 CU FT LL <br /> GRAVEL COLUMN ABOVE HIGH WIDE LENGTH VOLUME <br /> a4 <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 18,745.52 LBS <br /> a 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 /> As-Built <br /> CD 09/A01/2022 <br /> A Buoyancy Calculation 40,000 Gallon Tank lOHE5[OYE7 GR011 P IH[ 7:3Y:22 AM <br /> T3-2 NOT TO SCALE �o QRpfESSIpHqel <br /> ` <br /> �= HAL P. GRUBB ?� <br /> -� 67814 70 <br /> 4 <br /> JjgTF C I V 1 O���Q <br /> OF CALF 05/27/22 <br /> i <br /> i <br /> i <br /> 0 <br /> i <br /> o a a <br /> (n o Z j Z X <br /> 2 <br /> O <br /> 1/4"x3" STRAP WITH <br /> GUIDES BY TANK MFG. o 0 0 N <br /> TO TANK AT ALL °° o <br /> DESIGNED LOCATIONS. = Y <br /> o a <br /> 12" MANHOLE 185 0 0 Q <br /> 3/4" GALV. JAW AND EYE TANK EXCAVATION OBSERVATION <br /> TURNBUCKLE. TURNBUCKLE 6 CLEARANCE <br /> ANCHOR HOOK POINTLOCATIONS ON EACH TANK BETWEEN CAP PORT (2). INSTALLED WITH TANKS, <br /> AND GRADE DO NOT DRILL AFTER INSTALLATION. Cj Cn <br /> 12-5/8 ABOVE TANK TO ALTERNATE BETWEEN C <br /> BOTTOM (TYP.) SIDES OF TANK <br /> a _ v <br /> 1/2" GALVANIZED STEELNOTE: ALL EXPOSED GALVANIZED i <br /> STRANDED CABLE. STEEL MATERIALS SHALL BE 188 <br /> PRE-CAST CONCRETE DEADMEN PROPERLY PROTECTED AGAINST 6 PORT CAP/PLUG � _ \ <br /> SIDE OF PROVIDED BY CONTAINMENT CORROSION WITH COATING OF 6 PVC 187 co & N <br /> BITUMINOUS MATERIAL ONCE COUPLER m <br /> EXCAVATION SOLUTIONS INC. <br /> �a �a INSTALLED. 6" SLOTTED �6 LJJ <br /> / o <br /> \/\ a a BACKFILL o a a PVC PIPE 187 187 6 SOLID PVC PIPING M <br /> LxL lJa� ° o a 0�0 N <br /> 0-1o <br /> - �� PVC CAP }, N <br /> /i\ as as aa�as a,V aa� <br /> 69s),a'IC - as as a43 aa� M - Q <br /> r <br /> N <br /> -a �a B6Y60)�a �a �a �a �a �aC 6" OBSERVATION PORT DEPTH SHALL BE 24" N <br /> END OF TANK 2'-0" BELOW TANK. DO NOT PENETRATE SOIL. m O N N <br /> \/\\//\x \// // // // // // // // // // //. � / / / / / / D 0 NOT USE PVC CEMENT 0 N BOTTOM CAP m V r Y � O <br /> 18"x8" \,��\��\!��!��!��!��!��,%�%�%\,��\� <br /> 18'nx8lq �X�X\ �!��!��!��� O <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 /> 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 /> L0 Z I U) o <br /> Jc) N H <br /> o T i <br />