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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />.p <br />'S <br />"',(poi)- <br /> <br />I <br />1.1 <br />, <br /> <br />IP ~ 1 fP NO DRAINS; P.O.. IP DRAINSI <br />.. - 3 !'OR USUAl.; S - , !'OR UNUSUAl.; S - 1.1 FOR I!XTRBMBJ <br />If!- TI!NS'LE STRI!NOTI! AT LIfT IN poil <br />Ife <1.100 p~ USUAL; 2:1.50, UNUSUAl.; P'c/I.., EXTRBME) <br /> <br />I <br /> <br />I <br /> <br />SLIOING STABILITY LOADS <br /> DBP'J1l BBLOW CAP <br /> '0 30 to 33 <br />WI (KLP) 19.~O .o.8S 711.00 147.47 <br />W' (K1.1') .5.5.!Q 83,2" 111.00 .5Z.6J <br />W3(KLp) 0.00 0.00 0.00 0.00 <br />WO (K1.P) (WALLI 1.30 1.30 1.30 1.30 <br />W7 (KLP) (WATERI 3.00 3.00 3.00 3.00 <br /> TOTAL 79.30 ULU tPl.3D 304.39 <br />U (KI.P) 21.60 39.1'1 51>,"0 98.1'7 <br />VI (KLI') 7.93 U.14 19.33 30.44 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />LOAD: <br />III (KLPI <br />112 (KI.p) <br />SILT LOAD;HAND CA <br />... (Kl.P) <br /> <br />DIlFJ1l BIlLOW RESBRVOlR LBVEL <br />23 33 43 <br />7.9] n.t4 19.B <br />16.$0 33.98 57.69 <br />000 0.00 2.40 <br />10.00 10.00 10.00 <br />TOTAL 34.43 57.11 19.42 <br /> <br />5S <br />'D.H <br />104.96 <br />n.01 <br />10.00 <br />1.51.47 <br /> <br />I <br /> <br />I <br /> <br />SUDINO P,S. - <br /> <br />MIN RI!Q'D <br />4.0.5 3.30 2.71 2.11 '.0 USUAL <br />2.0 UNUSUAL <br />1.1 IlXTlUlMB <br />INOTB MJN ps... 1.5,..2. 1.0WHBN OOHBSION SBTTO 0) <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />