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I J K <br /> I tank.xis rev 3125197 <br /> 2 RHS.Design Group Inc. James H. Ray <br /> 1137 NORTH MCDOWELL BLVD. RCE 24618 CA <br /> PETALUMA, CA 94964-1469 RCE 004M" FL <br /> 5 (707)765-1660 <br /> 7 CHEVRON,YOSEMITE A SPRECKLES, MATECA,CA 24,s18 <br /> 8 JOB* 8165.31 <br /> 9 DATE:8120100 <br /> .10 IL <br /> 11 G111,1Pa 135 <br /> 12 <br /> 13 XlERM 5W_It TANK 20,000 GAL UG Tank 0-95 <br /> 14 <br /> 01_6 T TANK HAT DEPTH MISC. <br /> 16 OD- 10.33 WIDTH- 14.33 W.L.- 0.67 DRYBP- 100 <br /> 17 OL� 37.73 LENGTH- 40.00 TAM- 4.00 SUBBF- 60 <br /> 18_ WCT- 81300 DEPTH- 0.67 HDm 14.33 LGTKKD- 39 <br /> ro HDS. 6 . SIZEHD- 1 <br /> F #w. I OD MW- 4.00 AREA- -12.S7 <br /> '21 VOL yn PFC OT A& LBS <br /> 22 BUOYA_N!2_Y,. jMUDIKG_ KW_M§ 62.4 179308 <br /> .�23 _ jMK_R§M_Wig 12HT_ 8300 <br /> 24 CONCRETE TANK SLAB-DRY 384 ISO 57607 <br /> 25 coNcRZTZj4EK SLAB - SUB 0 67.6 0 <br /> RIP DRY ABOVE TANK TOP 0 100 0 <br /> 17 13F $US A§,gn TANK 12j! 1222 60 73297 <br /> -28 BF DRY BELOW TAM TOP- SIZIES 0 100 0 <br /> 9 BF SUB BELOW TANK TOP - SIDES �jj _J0 18824 <br /> 30 BF DRY BELOW TANK TOP - ]ENDS 0 100 0 <br /> 31 . or SUB, BELOW TANK Top - ENDS 263 60 15754 <br /> .12 BF HD DRY 0 100 0 <br /> 13_ BF HD SUB 1065 60 63929 <br /> .14 MR SUB, WEnj78 $7.61 6833 <br /> 35 EF REDU=10N OR MMYS -135$ <br /> 86 TOTAL bbWWidAb 241190 <br /> 37 NET DOWN UaAR 61882 <br /> _§8 r.S. WITO I)MAMWN 1.35 <br /> _a F.S. WITS OUX DEADMEN 0.95 <br /> 40 Moj_nM 1.20 <br /> IT FACTOR OF T 0 1.25 <br /> 4 <br /> mAxImum LoAv To DxAomzx FOR r.s.. 44741 70762 <br /> AVERAGE LOAD TO EACH ANCHOR POINT 3728 5897 <br /> 44 AVZMgK rAR&I LOAD ROLLED CABLE 1864 --2948 <br /> 46 CALCS FOR VOLUMES RE WATERTABLE <br /> 45 Rm 5.165 h= 13.66 <br /> 47 A CnNDR VOL END <br /> 48 1 83.81 577.16 GROSS AREA/VOLUME <br /> 49 2 83.81 577.16 A/V T"X BELOW W.L. <br /> so j 0.00 0.00 A/V TANX ABOVE W.L. <br /> 51 4 11,45 262.57 HA ILL ABOVE TANX CENTER LINE <br /> 5 0.00 0100 DRY BACXPILL ABOVE TANK C.L. <br /> 53 6 11.45 262.57 SUB BACKFILL ABOVE TANK C.L. <br /> M67 Calculated with WL at underside of concrete slab.. <br /> B/C a6ed !HV99:6 00-6-Tnr !SC8999zL0L `•dnodO NUIS30 �HH :Aq �uas <br />