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Nov-17-97 08:30A a&s en eering 818 842 60 P.07 <br /> __inv IE:Vi rnA aaa .3 Ow <br /> �JLceu�l.Zn �ovr <br /> AlB IC E F H I J K ILI M <br /> Eank.xls rev 2/10/96 <br /> 2 ROBERT H. LEE A ASSOCIATES INC. JAMES H.RAY RC$ 24518 <br /> 3 1137 NORTH MCDORML BLVD- <br /> 4 PETALUMA, CA 94954-1469 <br /> S (707) 765-1660 <br /> 6 <br /> ULTRAHhR <br /> 6 JOB# 9943.20 <br /> 9 D 9125196 <br /> il . <br /> 11 IIQLD IONS FOR FLAT ENp UND 1.28 <br /> 12 <br /> 13 Trusco SUPERTMM 20,000 DW Tank WET HOLE 0.93 <br /> 14 <br /> 15 DEPTH MISC. <br /> 16 OD= 10.78 WIDTH- 14.78 W.L.- 0.00 DRYBF= 100 <br /> 17 OL= 30.28 LENGTH= 34.28 T 5.00 SUBBF_ 60 <br /> 19 WCT= 17680 DEPTH' 1.00 HD= 14.78 LCTH"m 32 <br /> 19 #MW` 1 SIZEHD= 1 <br /> 20 ODMH 3.00 mWarea- 7.07 _ <br /> 21 5 <br /> 22 VOLUME CF TOT LB <br /> 23 UOY N ING HANWA S 800 62.4 174697 <br /> 24 ? E G 17b8 <br /> CONCRETE SLAB - above WL 0 150 0 <br /> 26 8 - below WL 507 8 4 87 <br /> 27 By DRY 0 100 0 <br /> 26 1306 60 78350 <br /> 29 BF DRY TMC TOP- SIDES 0 100 0 <br /> 30 8 S LOW TOP OF T 3? 60 ___226j9 <br /> 31 BF HD DRY 0 100 0 <br /> 32 8F HD 946 60 56755 <br /> 3 4 87.6 S606 <br /> 34 sr ON R KMYS <br /> 3 TOTAL WM LOAD 224024 <br /> 38 49327 <br /> 37 F.S. WITH DEADMEN 1.28 <br /> 3a F.S. wnsm DERDM 0.93 <br /> 3g YNI 5 <br /> X10 rkl= 01 2.21 1 T62362 <br /> B <br /> 41 MAXIMUM TO DEADMEN FOR F.S. 56709 <br /> 42 AVZRAOX WAD TO-BACH ANCHOR"POINT 5672 6236 <br /> i3umu OKA sm DOUBL CA LE 2835A 3 8 <br /> 44 CALCS FM RE WATERTAKS <br /> 45 R= 5.39 TAMC RADIUS <br /> 4Q h= 15.78 WL FROM BOTTOM OF TANK + ADM - BELOW <br /> 47 Al- 91.29 CROSS CROSS SECTION OF TANK <br /> 48 A2= 91.29 AREA OF TANK BELOW WATER LINE <br /> 4p 0.Od' AREA OF TANK ABOVE WATER LINE <br /> 50 A3= 0.00 DRY BF SIDES OF TANK <br /> 5 A4! 12.47 WET BY SIDES OF TANK <br /> 32 <br /> Ib.21,51 <br /> 7` <br /> CML <br /> OF <br />