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BH-03 <br /> NewFields PAGE 1 OF 2 <br /> CLIENT Cripple Creek&Victor Gold Mining Company PROJECT NAME Squaw Gulch VLF2 Phase 3 Geotechnical Investigation <br /> PROJECT NUMBER 475.0106.033 PROJECT LOCATION Cripple Creek,CO <br /> DATE STARTED 7/24/19 COMPLETED 7/24/19 GROUND ELEVATION 10207.6 ft HOLE SIZE 5.5 in <br /> DRILLING CONTRACTOR Authentic Drilling Company COORDINATES(Local Mine Coordinate System): <br /> DRILLING METHOD 5.5 in O.D.Odex NORTHING 58254.98 EASTING 36631.19 <br /> LOGGED BY N Owens CHECKED BY M Walden DEPTH TO WATER(FT BGS) No freewater encountered <br /> NOTES Backfilled with Cuttings <br /> ATTERBER <br /> LIMITS <br /> Z 0 Lu N <br /> z _ HW H LU D WW E) } W Y <br /> o j w- Q p MATERIAL DESCRIPTION 0 Q O U c~i>w 0�_ U w v¢j Q <br /> �� m0> U C� <br /> _ mZ Uz LU OZ O� CQZ o 0 0 <br /> m w Q o v �O Q— <br /> 0 <br /> 0 N <br /> [OVERLINER STOCKPILE]poorly graded GRAVEL <br /> g °�° (GP)with sand angular,fine to medium grained sand, On overliner <br /> 0 o p moist,gray <br /> stockpile <br /> L< 10205 <br /> o Q° <br /> > o D <br /> Z Q <br /> 0 5 0 ° <br /> O D <br /> H Q <br /> w 10200 o D <br /> o Q <br /> w Q°c7 r0 <br /> 10 o D <br /> o 5(� 8 <br /> 0 <br /> w o D <br /> ~ 10195 <br /> w °Qo <br /> 0 <br /> w oO D <br /> a <br /> a 15 ° <br /> N <br /> w o D <br /> > 0 <br /> 0 0 <br /> Q° <br /> (0 10190 o D <br /> o Q <br /> U o Q <br /> 20 o D <br /> a well graded SAND(SW <br /> with silt and gravel SS 6-6-7 10 6 37.2 52.7 10.1 <br /> medium to coarse grained,angular gravel,nonplastic, (13) <br /> a light brown,moist <br /> m 10185 <br /> N <br /> O <br /> 0 25 <br /> a SS 15-10-11 4 <br /> (21) <br /> W <br /> 10180 <br /> N <br /> H <br /> Z_ <br /> C7 <br /> z 30 <br /> S well graded GRAVEL(GW-GM)with silt and sartd 33-23-13 <br /> • angular,medium grained sand,moist,brown SS (36) 3 <br /> m <br /> x 10175 <br /> U • <br /> W <br /> r <br /> O � <br /> w <br /> z 35 <br /> (Continued Next Page) <br />