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PROJ00243
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PROJ00243
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Last modified
11/19/2009 11:43:13 AM
Creation date
10/5/2006 11:45:15 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153680
Contractor Name
Santa Maria Reservoir Company
Water District
0
County
Hinsdale
Bill Number
SB 94-029
Loan Projects - Doc Type
Feasibility Study
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<br /> - - --------- <br />I <br />I I 15.00 230.50 <br />2 24.80 228.49 <br />3 34.11 227.15 <br />. 44."8 226.47 <br />S 54.61 226.46 <br /> . 64.66 227.12 <br /> 1 14.57 228.45 <br />I . 84.31 230.44 <br />, 94.02 233.08 <br />10 103.46 236.36 <br />11 112.67 240.27 <br />12 121.59 244.79 <br /> 13 130.19 249.19 <br /> 1< 13'.43 255.56 <br />I 13 146.26 261.77 <br />I' 153.61 268.49 <br />11 160.61 275.69 <br />" 161.05 283.34 <br />I' 171.41 289.29 <br />I 1.855 <br /> F411ure Surface Specified By 19 Coordinate Points <br />I Point x-surf Y-Surf <br />No. eft) (ftl <br /> I 23.33 229.67 <br /> 2 33.10 227.51 <br />I 3 42.n 226.07 <br />. 52.97 225.37 <br />S 62.97 225.42 <br />. 72.94 226,20 <br /> 7 82.82 227.72 <br /> . 92.51 229.96 <br />I , 102.12 232.92 <br />10 111.43 236.58 <br />11 120.44 240.91 <br />12 129.10 245.91 <br />13 137.38 251.52 <br /> 1< 145.21 251.74 <br /> IS 152.56 264.52 <br />I I' 159.40 211.82 <br />17 165.67 219.61 <br />" In.JS 287.84 <br />10 172.02 288.99 <br /> 1.883 <br />I FAilure Surface Specified By 18 Coordinate Point, <br />I Point X-Surf Y-surf <br />No. eftl Iftl <br />I 20.00 230.00 <br /> 2 29.60 227.21 <br /> 3 39.42 225.29 <br /> . U.37 224.27 <br />I S 59.36 224.16 <br />. 69.33 224.94 <br />1 79.19 226.62 <br />. 88.86 229.19 <br /> , 91.25 232.62 <br /> 10 107.30 236.88 <br /> 11 115.92 241.95 <br />I 12 124.05 241.71 <br />13 131.62 254.30 <br />U 131.51 261.49 <br />15 144.85 269.21 <br /> I' 150.39 271.59 <br /> 17 155.17 216.38 <br />I IS 156.72 290.00 <br /> 1.884 <br />I Failure Surface SpecifieJ " CoorQinate Points <br /> Point X-Surf -_rf <br /> No. (ft) \ttj <br />I I 11.67 2JO.83 <br />2 21.24 227.95 <br />3 31.01 225.79 <br /> . 40.90 224.36 <br /> S 50.11 223.68 <br /> . 60.88 223.74 <br />I 1 70.85 224.55 <br />. 80.73 226.09 <br />, 90.46 228.31 <br />10 100.00 231.31 <br /> 11 109.29 235.08 <br />I <br />I <br />
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