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Table 2.7-20. Basic Well Data for Trapper Mine Wells
<br /> Well Well Water Level Water Level MP MP Above Perforated
<br /> Well Coordinates Dia Depth Depth Elevation Elevation LSD Seal Interval
<br /> No. (ft) Aquifer (in) (ft-mp) Date (ft-mp) (ft-msl) (£t-msl) (ft) (ft-LSD) (ft)
<br /> GA1(7) 406,028;1417,638 Q6R 2-1/2 238 11/10/80 -183.06 6663.8 6846.9 3.6 -176 178-238
<br /> GA2(7) 406,027;1417,650 SS ABOVE Q 2-1/2 177 11/74 -157.9 6686.0 6847.5 - -NONE 117-177
<br /> GA3(6) 406,024;1417,688 Q6R 2-1/2 237 11/10/80 -173.31 6675.5 6848.8 3.6 -NONE 197-237
<br /> GA4(6) 406,020;1417,738 Q6R 5 237 11/74 -173.4 6672.6 - - - 177-237
<br /> GB1(9) 410,020;1417,960 SS BELOW I 2-1/2 352 11/74 -203.2 6385.4 6591.8 - -296 296-352
<br /> GB2(9) 410,021;1417,978 SS ABOVE H 2-1/2 224 11/11/80 -137.31 6456.3 6593.6 3.4 -NONE 64-224
<br /> GB3(9) 410,004;1417,950 H&I 6 290 11/74 -114.6 6474.0 - - - 225-290
<br /> GB4(9) 410,000;1418,000 HSI 2-1/2 282 11/74 -115.1 6474.8 6589.9 - -222 222-282
<br /> GB5(9) 409,996;1418,050 HSI 2-1/2 288 11/11/80 -133.97 6461.5 6595.5 3.5 -223.6 224-289
<br /> GBB1(5) 413,833;1404,925 G+SS BELOW 4 161 2/29/80 0 6130.4 6131.4 2.4 59-140 140-161
<br /> GBB2(5) 413,808;1404,857 CLAY&SS BELOW F 4 68 2/29/80 -21.33 6108.9 6130.2 1.8 15-58 58-68
<br /> GBB3(5) 413,856;1404,874 ALLUVIUM 4 8 2/29/80 -3.62 6127.5 6131.1 3.4 - 3-8
<br /> N
<br /> 81-03A(1,3)414,469,1407945 3RD WHITE SS 1 650 6/23/81 -552.0 5713.3 6228.3 2.5 425 425-513
<br /> .A
<br /> to
<br /> o�
<br /> GC1 408,000;1438,000 H 2-5/16 180 9/11/86 -71.22 6800.1 6871.3 2.3 -151 151-181
<br /> GC2 407,990;1438,000 3RD WHITE SS 2-5/16 165 9/11/86 -31.05 6840.3 6871.3 2.3 -90 90-143
<br /> GC3 407,980;1438,000 QAL 2-5/16 64 9/11/86 -8.94 6863.7 6872.6 3.2 GRAVEL PACK 21-61
<br /> GC3A 407,964;1438,010 QAL 2 50 9/11/86 -7.53 6864.4 6871.91 16.5-19.5 19-49
<br /> GC3B 26' W. of GC-3 QAL 2 67 9/11/86 -9.46 6868.4 6877.88 2.3 - 25-65
<br /> GD1 414,605;1418,362 20 MILE 6 1132 -36.0 6464 6500 - - 1012-1132
<br /> GD1(2) 414,632;1418,460 20 MILE 6 1144 2/3/92 -37.0 6471.7 6509.2 0.5 SAND 986-1144 1021-1111
<br /> GD2 407,629;1412,871 R 4 210 9/10/86 +53.61 6579.9 6529.1 - - -
<br /> GE1(10) 412,037;1407,952 Q6R 2-1/2 550 11/10/80 -293.92 6038.0 6331.9 - - 457-550
<br /> GE2(10) - - H&I 2-1/2 433 11/10/80 -210.66 6121.4 6332.1 - - 343-433
<br /> GE3(10) - - F BELOW SS 2-1/2 290 11/10/80 -74.78 6257.2 6332.0 - - 60-290
<br /> GF1 410,738;1419,210 20 MILE 4 640 3/30/79 34.6 6502.3 6475.5 2.5 25-610 630-640
<br /> GF2(9) 410,748;1419,230 M COMPLEX 4 488 3/30/79 4.6 6470.2 6476.5 2.4 355-451 470-474
<br /> GF3(9) 410,832;1419,239 KLM COMPLEX 4 284 3/30/79 23.1 6487.7 6476.7 2.5 225-266 273-279
<br /> GF4 410,830;1419,003 I 4 270 9/09/86 -26.89 6466.3 6493.15 0.2 192-246 251-261
<br /> GF5 409,678;1416,364 BACKFILL 4-1/4 153.5 9/01/86 -20.04 6421.0 6441.07 - -
<br /> GF6 406,827;1420,708 R 4 200 9/10/86 -29.66 6776.6 6806.3 - 165-170 175-198
<br /> GF7 409,715;1419,549 BACKFILL 4-1/4 127 9/24/87 -23.23 6487.5 6510.8 3.1 0-80 82-127
<br /> GF11 405,701;1420,502 BACKFILL 4-1/4 220 7/2/88 -186.44 6762.5 6948.96 3.0 -178 180-220
<br /> Revision:
<br /> Approved:
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