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SAMPLE LOCATIONS <br />NUICER <br />NORTHING <br />FASTING <br />ELEVATION <br />L -I <br />205624.24 <br />2037945.93 <br />11571.20 <br />L -2 <br />206066.53 <br />2037803.111 <br />6571.25 <br />L -3 <br />205922.61 <br />2038134.14 <br />8567.72 <br />L -4 <br />205844.21 <br />2038561.97 <br />8666.60 <br />L -5 <br />206232.30 <br />2038339.34 <br />6565.92 <br />L -6 <br />205640.67 <br />2030518.03 <br />8561.30 <br />L -7 <br />205494.62 <br />2036244.79 <br />8562.75 <br />L -0 <br />206415.84 <br />2038023.83 <br />8564.79 <br />L -8 <br />206327.62 <br />2037806.70 <br />8566.42 <br />N <br />COLLECTION COLLECTION <br />POND Dff& <br />K 206.000 <br />i <br />N <br />L -1 Km- <br />INDICATES LOCATION OF <br />PERMEABILITY TEST <br />1100 <br />LOWER 1 <br />DISPOSAL <br />AREA <br />L -C <br />POND <br />ELCV. <br />PPROI <br />CGST <br />' UPPER ^1 <br />i< <br />DISPOSAL •' <br />AREA <br />TYPO! 2 <br />PROJECT NO. PREPARED BY: <br />14725 <br />DATE <br />10/93 <br />REVISION STEFFEN ROBERTSON & IQRSTEN (U.S. <br />0 Consulting Engineers & Sclentlsts <br />I � <br />/ W <br />EAST <br />Y <br />PERLCT <br />GOIROARY <br />N <br />i <br />/ 300 150 0 300 <br />SCALE IN FEET <br />FIGURE F -1 <br />SAN LUIS TAILINGS IMPOUNDMENT <br />LOWER IMPOUNDMENT TAILINGS <br />PERMEABILITY TEST LOCATIONS <br />0 0 0 1 3 0 3 7 <br />