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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />op <br /> <br />I <br />Z <br />D <br /> <br />[P - lIP NO DRAINS, P-D.' IF DRAlNS) <br />IS - 3 f'OR USUAL, S - Z f'OR UI4USUAL; S - 1.1 POR I!XI1IBME) <br />III - TENSIU! STRI!J<GTlI AT LIFT IN pi) <br />Ire <1300.... USUALi 22.50, UNUSUAL; P'ef!.I, BJITRBMB) <br /> <br />OS <br /> <br />I <br /> <br />Oll(pi) _ <br /> <br />I <br /> <br />SLIDING STABILITY <br /> <br />WADS <br /> <br />I <br /> <br />D1lP'I1I BEWW CAP <br />20 30 <br /> <br />.0 <br /> <br />" <br /> <br />MlN RBQ'D <br />3.40 3.01 2.63 2.17 3.0 USUAL <br />2.0 UNUSUAL <br />1.1 BXTIlBMB <br />(NOTBMlN.P5 - ...5,1.2, 1.0 WIIENCOHBSION SBTTO 0) <br /> <br />I <br /> <br />WI (KLP) 19.~O 0.88 ".00 <br />WZ(I<Lp) .5.5..50 83.2.5 111.00 <br />W3 (KLP) 0.00 0.00 0.00 <br />WO (KLP) IWAU..} 1.30 1.30 1.30 <br />W1 (KLP) (WA'IllR1 1.00 3.00 3.00 <br /> TOTAL 1P.30 131.41 193.30 <br />U (KLP) 30.96 49.20 71..50 <br />VI (KLP) 0.00 0.00 0.00 <br /> DEPTIl BEWW RESBRVOIR.LBVEL <br />LOAD' 31.3 41..5 31.3 <br />III (l<Lp) 0.00 0.00 0.00 <br />I1Z (l<Lp) 30.96 .53.73 82.1.5 <br />SILT WAD,HAI'ID CA 0.00 0.00 2.40 <br />"0 (l<l.p) 10.00 10.00 '0.00 <br /> TOTAL '0.9. 61.'71 95.15 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />SLIDING P.S. - <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />141.47 <br />l.n.6] <br />0.00 <br />1.30 <br />3,00 <br />304.39 <br /> <br />jt2.36 <br />0.00 <br /> <br />66..5 <br />0.00 <br />13 7.97 <br />(Z.01 <br />10.00 <br />160.04 <br />