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Job Number 22-0013 Job Name 1507 8th Street Date 4/18/2022 <br /> Hole Number BH-2 Hole Location SE Section Engineer JL <br /> Hole Elevation RSG Drilling Method 6" Hollow Stem Rig/Driller Truck/Drilling Engineers <br /> De pth Unified <br /> From To Symbol Soil Description and Drilling Conditions <br /> 0 1' Topsoil <br /> 1 32' GW Tan Sand&Gravel <br /> -Coarse gravel up to 3"observed in cuttings <br /> 32' 37' CL Tan Clay with some silty sand and some gravel <br /> 37' 45' SM Tan silty Sand (no gravel) <br /> 45' 55' GW-GM Tan to pink gravel with silty sand <br /> 55' 70' SM Tan Silty Sand <br /> 70 79 SW-SM Tans Silty Sand with some Gravel <br /> 79 80 CH Dark Grey Claystone Bedrock <br /> Depth Plastic N Gradin Consistency Moist. c <br /> to o N �, Density S <br /> Top Blow Type Soil � - iZ N m -0 m ' Hardness c `� ° c <br /> o c a) o Z' o o m o <br /> Count Sample Symbol .j 2 _ ii 2 0 0 Compactness a- o � � o- 0 = Other <br /> 5' 12-19-23 SS GW N 1 15 x x x x Dense x <br /> 10' 7-7-12 SS GW N 10 x x x x M. Dense x <br /> 15' 6-14-16 SS GW N 10 x x x x Dense x <br /> 20' 9-11-19 SS GW N 10 x x x x Dense x <br /> 25' 7-17-18 SS GW N 10 x x x x Dense x <br /> 30' 3-4-9 SS GW N 10 x x x x M. Dense x <br /> 35' 3-3-6 SS CL x 75 x x Stiff x <br /> 40' 3-4-5 SS SM N 15 x x Loose x <br /> 45' 23-50/5" SS SM N 10 x x x x V. Dense x Rock in Shoe <br /> 50' 5-6-9 SS SW-SM N 20 x x x x M. Dense x <br /> 55' 7-14-14 SS SW-SM N 15 x x M. Dense x <br /> 60' 1-3-9 SS SW-SM N 10 x x M. Dense x <br /> 65' 6-13-31 SS SW-SM N 10 x x Dense x <br /> 70' 9-16-12 SS SW-SM N 10 x I x x x M. Dense x <br /> 75' 10-8-5 SS SW-SM N 10 x x x x M. Dense x <br /> 89 25-50/4' SS I CH xi 1 95 x Hard x <br />