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A I B C ID1 E I F IGI' <br />I <br />IJI K <br />I L IM <br />1 <br />tank.xls rev 3/25/97 <br />RHL Design Group Inc. James H. Ray <br />1137 NORTH MCDOWELL BLVD. RCE 24518pfEmn0yA, <br />PETALUMA, CA 94954-1469 , '7 fe-�yM,� <br />(707) 765-1660 <br />TEICHERT, 1210 FRANK WEST CIRCLE, STOCKTON a Z= otp�l$ <br />JOB # 9244.40 <br />DATE: 8/10/99 <br />r. <br />N/A <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />XERXES DW -II TANK 35,000 GAL UG Tank <br />1.20 <br />14 <br />15 <br />TANK <br />TANK MAT <br />DEPTH <br />MISC. <br />16 <br />OD= 10.33 WIDTH= 14.33 W.L.= <br />OL= 63.06 LENGTH= 67.00 TANK= <br />WGT= 13220 DEPTH= 1.00 HD= <br />#HDS= <br />#MW= 3 OD MW= 4.00 AREA= <br />2.50 <br />5.00 <br />37.70 <br />DRYBF= <br />SUBBF= <br />LGTHHD= <br />SIZEHD= <br />100 <br />60 <br />17 <br />18 <br />19 <br />20 <br />21 <br />BUOYANCY INCLUDING MANWAYS <br />VOLUME <br />PFC <br />OTAL LBS <br />22 <br />5091 <br />62.4 <br />317657 <br />23 <br />TANK DEAD WEIGHT <br />13220 <br />24 <br />CONCRETE TANK SLAB -DRY <br />CONCRETE TANK SLAB - SUB <br />960 <br />0 <br />150 <br />87.6 <br />144017 <br />0 <br />25 <br />26 <br />BF DRY ABOVE TANK TOP <br />BF SUB ABOVE TANK TOP <br />943 <br />1571 <br />100 <br />60 <br />94276 <br />94276 <br />27 <br />28 <br />BF DRY BELOW TANK TOP- SIDES <br />BF SUB BELOW TANK TOP - SIDES <br />0 <br />604 <br />100 <br />60 <br />0 <br />36225 <br />29 <br />30 <br />BF DRY BELOW TANK TOP - ENDS <br />BF SUB BELOW TANK TOP - ENDS <br />0 <br />263 <br />100 <br />1 60 <br />0 <br />15754 <br />31 <br />32 <br />BF'HD DRY <br />BF HD SUB <br />HD SUB WEIGHT <br />0 <br />0 <br />0 <br />[_100 <br />60 <br />87.6 <br />0 <br />0 <br />0 <br />33 <br />34 <br />35 <br />BF REDUCTION FOR MANWAYS <br />-15080 <br />36 <br />TOTAL DOWN LOAD <br />NET DOWN LOAD <br />382689 <br />65032 <br />371 <br />38 <br />F.S. WITH DEADMEN <br />F.S. WITHOUT DEADMEN <br />REQUIRED FACTOR OF SAFETY-XERXES <br />N/A <br />1.20 <br />1.20 <br />39 <br />40 <br />41 <br />FACTOR OF SAFETY <br />1.20 <br />N/A <br />42 <br />MAXIMUM LOAD TO DEADMEN FOR F.S. <br />AVERAGE LOAD TO EACH ANCHOR POINT <br />AVERAGE CABLE LOAD DOUBLED CABLE <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />43 <br />44 <br />45 <br />CALCS FOR VOLUMES RE WATERTABLE <br />R= 5.165 h= 12.83 <br />A CYLNDR VOL END <br />1 83.81 577.16 GROSS AREA/VOLUME <br />2 83.81 577.16 A/V TANK BELOW W.L. <br />3 0.00 0.00 A/V TANK ABOVE W.L. <br />4 11.45 262.57 BACKFILL ABOVE TANK CENTER LINE <br />5 0.00 0.00 DRY BACKFILL ABOVE TANK C.L. <br />6 11.45 262.57 SUB BACKFILL ABOVE TANK C.L. <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />NOTE: <br />Reported GWL in area in excess of 30 feet below grade. <br />Preliminary development borings done in 7/78 found no water. <br />Soils were impervious with pervious to impervious strata. <br />For calculation used GWL at 2.5 feet below grade. <br />56 <br />57 <br />58 <br />59 <br />60 <br />