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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />... , <br />1 <br /> <br /> <br /> <br />r <br /> <br /> <br /> <br /> <br /> CLIENT 6ATTLE MOUIJTAIN GOLD BOREHOLE No. <br /> PROJECT SAN LUIS 10 <br /> PROJECT No. 14702 - SHEET 1 OF 2 <br /> <br />STEFFEN ROBERTSON & HIRSTEN DATE DRILLED 7/t3/88 _ INSPECTOR <br />Consulting Engineers pRILLER CUSTOM AUGER DRILLING F. BARBIS <br />LOCATION TOTAL DEPTH 99' <br />COORDINATES N 213350 E 2039450 SURFACE ELEVATION 8460' <br />DEPTH <br />IFEE71 SPT SAMP HYDR USCS DESCRIPTION <br /> SILT WITH SOME GRAVEL, MEDIUM TO DARK <br /> ML BROWN, POORLY CONSOLIDATEC, DRY, <br /> WIND BLOWN 7 <br />5 10 <br />2t C <br /> . SAND 6 GRAVEL, FINE GRAINED <br />MAX. t" SIZE, <br /> SP/ , <br />LIGHT BROWN <br />POORLY CONSOLIDATED <br />DRY <br /> GP , <br />, <br />t0 2 <br />3 <br />4 SS <br /> . <br />. <br /> SAND S SILT, VERY FINE GRAINED, LIGHT TO <br /> SM MEDIUM BROWN, POORLY CONSOLIDATED, DRY, <br />15 6 <br />12 C WIND BLOWN 7 <br /> . <br /> INTERBEDDED SAND 6 GRAVEL LAYERS, FINE TO <br /> COARSE GRAINED. MAX. t-t/2" SIZE, LIGHT TO <br />20 5.7.7 SS SP/ MEDIUM BROWN, POORLY CONSO~_IDATED, DRY <br /> GP <br /> <br />25 10.16 C <br /> SM/ SAND b SILT, VERY FINE GRAINE[>, MEDIUM BROWN, <br /> ML POORLY CONSOLIDATED, DRY <br />30 SS <br /> 5.6.8 <br /> SAND 8 GRAVEL, FINE TO COARf.E GRAINED, <br /> SP/ MAX. 1/4" SIZE, LIGHT TO MEDIUM BROWN, <br />35 11.20 C Gp UNCONSOLIDATED, DRY <br />40 16 <br />24 <br />32 SS <br /> . <br />. <br /> SILT W/SAND 6 CLAY, VERY FINE GRAINED, <br /> ML MEDIUM TO DARK BROWN, POORLY CONSOLIDATED, <br /> WET <br />45 23 C <br /> 4 6.2 <br /> 50/4-1/2" - <br /> litsiee <br />50 100/5" SSA. <br />