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C DI E I - F H <br /> tankals rev 3125/97 <br /> 2 RHL Design Group Inc. James H. Ray <br /> 3 1137 NORTH MoDOWELL BLVD. RCE 24518 CA <br /> 4 PETALUCA 94954-1469 RCE 0046264 FL <br /> so (707)7651660 <br /> 7 CHEVRON,YOSEMITE&SPRECLES, MANTECA,CA No.24,518 <br /> s JOB# 8165.31 <br /> 9 DATE:B/20/00 <br /> 10 <br /> 11 cAuf 1.40 <br /> 21 <br /> 13 XERXES DW41TANK 18,000 GAL, UG Tank 1.00 <br /> 1.5 TANK MAT .......... DEP 717R.-, MISC. <br /> 16 OD= 10.33 WIDTH- 14.33 W.L.- 0.67 DRYBF- 100 <br /> 17 OL- 29.48 LENGTH- 34.00 TANK= 4.00 SUBBF- 60 <br /> 18 WGT- 5800 DEPTH- 0.67 HD= 14.33 LGTHHD- 30 <br /> 19 #HDS- 4 ' SIZEHD- I <br /> -F0 oxw. 1 00 MW- 4.00 AREA- 12.57 <br /> 21 yo-LUM9 PFg <br /> 22 ffiM=gX IZQMINQ NOME 2182 62.4 136163 <br /> _Z3 MMM Df" NJIGS1 5800 <br /> .�4 CONCRETE TANK SLAB-DRY 326 150 48966 <br /> 26 CONCRETE TANK SLAB - SUB 0 87-6 0 <br /> 26 BF DRY ABOVE TANK Top 0 100 0 <br /> 271 Or SUB ADM TANK. TOP 938 60 . 56269 <br /> 28 BF DRY BELOW TANK TOP- SIDES 0 100 0 <br /> 29 EF SUB BBLOW-TAM SIDES9 <br /> .................� ­11 1 11 §0 13156 <br /> OF DRY BELOW TANK TOP - ENDS 0 100 a <br /> 3_1 , 11P SUB BELOW TANK TOP - ENDS 363 0 15754 <br /> 32 ar RD DRY 0 100 0 <br /> 33 BF HD SUB 820 60 49176 <br /> 341 HD §11§, WRIGHT 60 :8117.6 5256 <br /> 361 BF ESP <br /> =12K ]EQR MANWAYS -2353 <br /> TOTAL DOWN LOAD 191024J <br /> 37 IMT, DOWN LOAD 54861 <br /> 38 r.S. 141= DRADURN 1.40 <br /> F.S. WITNOtPI DEAMON 1.00 <br /> R3QU OF -XE ES 20 <br /> 41 <br /> E&qMRj2FMAHTY 0 1.40 <br /> .j2 MAXIMM LOAD TO DEAD MEN FOR F.S. 26904 54432 <br /> .j3_ AVERAGE LOAD TO EACH ANCHOR POINT 3350 6804 <br /> AL 4 E L082 DgVBLLPD CABLE 167 3402 <br /> 46 cALcs FOR voLmas RE waTERTAnE <br /> 46 R_ 5.165 hw 13.66 <br /> 47 A CYLNDR VOL END <br /> 48 1 03-$1 577_16 GROSS AREA/VOLUME <br /> AL 2 83.81 577.16 A/V TANK BELOW W.L. <br /> SO 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 /> 64 <br /> 55 <br /> 56 Calculated with WL at undwesidwe of concrete slab. <br /> 67 <br /> U 96Ed !HV99:6 00-6-Tnr !968999zL0z fdnoH9 NOIS30 1HU :AS TuBS <br />