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AlB I C ID1 E F IGE H I IJI K I L M <br /> 1 tank.xls rev 3/25/97 <br /> 2 RHL Design Group Inc. James H. Ray H <br /> � % <br /> 3 1137 NORTH MCDOWELL BLVD. RCE 24518 / . <br /> 4 PETALUMA, CA 94954-1469 /0 5 (707) 765-1660 �.24,5,x8 <br /> 7 Circle K #11193, 3202 Hammer Lane, Stockton, CA <br /> 8 JOB # 3961.00 <br /> 9 DATE: 11/5/98 0 <br /> 10 <br /> 11 N/A <br /> 12 <br /> 13 XERXES DW -II TANK 10,000 GAL. 1.33 <br /> 14 <br /> 15 TANK TANK MAT DEPTH MISC. <br /> 16 OD= 10.33 WIDTH= 14.00 W.L.= 4.00 DRYBF= 100 <br /> 17 OL= 21.44 LENGTH= 26.00 TANK= 4.00 SUBBF= 60 <br /> 18 WGT= 4170 DEPTH= 0.67 HD= LGTHHD= <br /> 19 #HDS 4 SIZEHD= <br /> 20 #MW= 1 OD MW= 4.00 AREA= 12.57 <br /> 21 VOLUME PFC OTAL LBS <br /> 22 BUOYANCY INCLUDING MANWAYS 1508 62.4 94117 <br /> 23 TANK DEAD WEIGHT 4170 <br /> 24 CONCRETE TANK SLAB-DRY 244 150 36582 <br /> 25 CONCRETE TANK SLAB - SUB 0 87.6 0 <br /> 26 BF DRY ABOVE TANK TOP 661 100 66126 <br /> 27 BF SUB ABOVE TANK TOP 0 60 0 <br /> 28 BF DRY BELOW TANK TOP- SIDES 0 100 0 <br /> 29 BF SUB BELOW TANK TOP - SIDES 127 60 7633 <br /> 30 BF DRY BELOW TANK TOP -. ENDS 0 100 0 <br /> 31 BF SUB BELOW TANK TOP - ENDS 263 60 15754 <br /> 32 BF HD DRY 0 100 0 <br /> 33 BF HD SUB 0 60 0 <br /> 34 HD SUB WEIGHT 0 87.6 0 <br /> 35 BF REDUCTION FOR MANWAYS -5027 <br /> 36 TOTAL DOWN LOAD 125238 <br /> 37 NET DOWN LOAD 31121 <br /> 38 F.S. WITH DEADMEN N/A <br /> 39 F.S. WITHOUT DEADMEN 1.33 <br /> 40 RE UIRED FACTOR OF SAFETY -XERXES 1.20 <br /> 41 FACTOR OF SAFETY 1.20 N A <br /> 42 MAXIMUM LOAD TO DEADMEN FOR F.S. 0 0 <br /> 43 AVERAGE LOAD TO EACH ANCHOR POINT 0 0 <br /> 44 AVERAGE CABLE LOAD DOUBLED CABLE 0 0 <br /> 45 CALCS FOR VOLUMES RE WATERTABLE <br /> 46 R= 5.165 h= 10.33 <br /> 47 A CYLNDR VOL END <br /> 48 1 83.81 577.16 GROSS AREA/VOLUME <br /> 49 2 83.81 577.16 A/V TANK BELOW W.L. <br /> 50 3 0.00 0.00 A/V TANK ABOVE W.L. <br /> 51 4 11.45 262.57 BACKFILL ABOVE TANK CENTER LINE <br /> 52 5 0.00 0.00 DRY BACKFILL ABOVE TANK C.L. <br /> 53 6 11.45 262.57 SUB BACKFILL ABOVE TANK C.L. <br /> 54 <br /> 55 NOTE: <br /> 56 4 onsite monitoring well records from 12/21/92 thru 7/28/94 <br /> 57 indicate highest ground water level at elevation -11.64 feet. <br /> 58 This equates to a depth of 15.51 feet below the yard surface. <br /> 59 Water asssumed at 4 feet below grade for calculations. <br /> 60 Holddowns not required <br /> 61 <br /> 1 <br />