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-� <br /> tank.xis rev 3125/97.. <br /> 2 RHL Design Group Inc. Jame F3. Ray <br /> 3 1137 NORTH McDOWEL.L BLVD. RCE 2451$ <br /> 1 r? <br /> 04 PETALUMA, CA 94954-1469ri <br /> 8 /" x <br /> Ik j <br /> 5 ( 707) 765-1660 <br /> CA <br /> 7 CHEVRON, 6633 Pacific, Stockton, x� <br /> 8 JOB 8493.2 <br /> 9 DATE: <br /> �� <br /> 1297 __ ____._. ___ _.___ _ ____ _A _..__ <br /> id- <br /> 111 Calculate with WL above ground (Flood) N/A <br /> 12 <br /> 13 KERXES DW TANK 10,000 GAL. 1. 10 <br /> 14 <br /> 15 TANK TALK MAT DEPTH______�- MISC. <br /> 16_ _ 0D 8.00 _ WIDTH= 13.33 W.L.,.= 0.00 DRYBF= 100 <br /> 17 OL= 31.54 LENGTH= 40.00 TANK 4.00 SUBBF= 60 <br /> 1$ WG'r= 4085 DEPTH= 0.83 HD= L,GTHHD= <br /> _19 #I-IDS= _ _..._ ____ - .____.._ ._-_ S L Z E H D <br /> 20 #MW= 2 OD MW= 3.50 AREA= 19.24 <br /> 21 VOLUME P_FC TOTAL LBS m <br /> 22 BUOYANCY INCLUDING MANWAYS 1461 624 91163 <br /> 23 TANK DEAD WEIGHT _ �_. _ __ _ _� _ __�__ � 4085 <br /> 24 ._ _ CONCRETE TANK SLAB�DRY 0 150 0 <br /> 25 CONCRETE TANK SLAB - SUB 443 $7.6 3877$ <br /> 26 _ BF DRY ABOVE TANK TOP a Q 100 .__ Q <br /> 27 BF SUB ABOVE TANK TOP __ ___ _ __ 756._. _._. 60 45379 <br /> 2$ BF DRY BELOW TANK TOP- SIDES 0 _ 100 0 <br /> 29 BF SUB BELOW TANK TOP SIDES __ 162 60 _ 9699 <br /> 30 BF DRY BOW TANK TOP - ENDS 0 100 0 <br /> EL <br /> _31 BF SUB BELOW TANK TOP - ENDS _ _ -. 122 � 60 731£i <br /> 32 ^__yBF-FID DRY 0 100 0 <br /> 33 BF HD SUB 0 60 0 <br /> 34 HD SUB-WEIGHT _ .__._ _ 0, _ .87.6 _ _ 0 <br /> 35 a BF REDUCTION FOR MANWAYS _ ___�_ __ -4618 <br /> 36 � TOTAL DOWN LOAD 100640 <br /> 37 NET DOWN LOAD 9477: <br /> 3$ F.S. WITH 11 DEADMEN N/A .._ <br /> _39._ F.S. WITHOUT DEADMEN 1.10 <br /> REtItELF�A1.2CTORor T __. _40 <br /> 41 FACTOR OF SAFETY _ . _ _m.___ _ ___ •2E _ N 7'" <br /> 42 MA7€IMUM LOAD TO DEADMEN FOR F.S. Q 0 <br /> A3 AVERAGE. LOAD TO EACH ANCHOR POINT 0 0 <br /> 44 _AVERAGE CABLE LOAD DOUBLED CABLE ._.. _ 0 _ _ -- ------- <br /> -- 0 <br /> 45 CALLS FOR VOLUMES RE WATERTABLE <br /> 46 R= 4' 1i= :1.2 <br /> 47 A CYLNDR VOL END <br /> 4$ 1 50.27 268.08 GROSS AREA/VOLUME <br /> 49 2 50.27 268.08 A/V TANK BELOW W.L. <br /> 50 3 0.00 0.00 A/V TANK ABOVE W.L. <br /> 51 4 6.87 121.96 BACKFILL ABOVE TANK CENTER LINE <br /> 52 5 0.00 0.00 DRY BACKFILL ABOVE TANK C.L. <br /> 53 6 6.87 121.96 SUB BACKFILL, ABOVE TANK C.L. <br /> 54 <br /> 55 NOTE. <br /> 56 <br /> 57 CALCUALTED MINIMUM VOLUME OF GASOLINE REQUIRED FLOOD CONDITIONS <br /> 5�3 BOUYANCY 91163 LBS <br /> 60 REQUIRED FOR F.S 1.10 100280 LBS <br /> 61 TOTAL., DOWN LOAD 100640 LBS <br /> 62 ADDITIONAL, NEEDED --360 <br /> 463 GALS GASO NEEDED -°6Q GALLONS @ 0.72 S.G <br /> � 2 � �� <br /> 6 6 GASO GAL=.72 x 62.4 /7.48 6.01 LBS/GAL/ <br /> 67 1)E C :I5 1997 <br /> E-WR IONMi N01_1i[ALItI <br /> PERM1T/5FRV1d$ <br />