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TEST BORING REPORT Boring No. BA-1 <br /> Sheet No.2 of 2 <br /> 7BRIERLE tDrilling <br /> Daniels Sand Wash Fines Pit File No. 516051-000 <br /> IATESbnd"g'u d Transit Mix Start: 06/09/2016 <br /> 990S.Broadway ontractor: Vine Laboratories,Inc. Finish: 06/09/2016 <br /> Suite 222 Driller: Alex,Renee,Juan <br /> Denver,Colorado 80209 Casing Sampler Barrel Drilling Equipment and Procedures BA Rep.: D.Kwietnewski <br /> Type HSA SS,CA Rig Make&Model: CME 750 Buggy Rig Elevation: <br /> Hoist/Hammer. Automatic <br /> Inside Diameter(in.) 4.25" 1 3/8",2" Drill Method: Hollow Stem Auger Location: <br /> Hammer Weight(lb.) Bit Type: Cutting Head North side of the haul road,north of BA- <br /> Hammer Fall(in.) Casing: Hollow Stem Auger 2. <br /> Water Level Data Sample Identification Notes <br /> Water Date Time Elapsed Bottom Bottom Depth to <br /> Level mm/dd/yy Time of Casing of tide Water C California Bartel <br /> t 06/09/16 None 10, 10, 7.5' CS Continuous Sampler R Core <br /> S Split Spoon B Bulk <br /> = G Geo robe T Thin Wall Tube <br /> 0 <br /> Visual-Manual Identification and Description Laboratory Results <br /> c <br /> ^ C > L <br /> o r e m _J 2 Soil:Density/consistency,color,GROUP NAME,max.particle size, E <br /> structure,odor,moisture,optional descriptions,geologic interpretation N <br /> d > d ° ° `` Rock:Hardness,weathering,color,LITHOLOGY,texture, U <br /> N d o o Y <br /> ul C, E m joint spacing,drilling rate(min./ft.) 0 <br /> v <br /> D m c U m d <br /> X c� in iL � a � u3i co <br /> S-6 7 29 Medium dense,brown,POORLY-GRADED SAND SP few ravel, <br /> 12" , 9 6.5 89.9 3.6 <br /> 30 9. 12 ( )14 mostly sand,trace fines,wet. <br /> -COARSE ALLUVIUM- <br /> 33.5 ft. <br /> C-7 23 Driller noted possible bedrock at 33.5'. <br /> 34.0-35 50/6" Very soft,slightly weathered,dark-gray,CLAYSTONE(BR),mostly <br /> 35 12„ clay,dry,some slough in the top of the sampler. <br /> -PIERRE SHALE- <br /> C-8 50/5" As above,except fresh. <br /> 40 39.0-40 39.42 ft. <br /> 5" <br /> 45 <br /> 50 <br /> 55 <br />