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Job Number 22-0013 Job Name 1507 8th Street Date 4/20/2022 <br /> Hole Number BH-5 Hole Location Center East 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' 5' SC Brown Sandy Clay <br /> 5' 82' GW Tan to Pink Sand &Gravel <br /> -Some rock up to 2-3"observed in the cuttings <br /> -Probable narrow band of clay between 25-30' <br /> 82' 85' CH Dark Grey Claystone Bedrock <br /> Depth Plastic N GradingConsistency � Moist. c <br /> to o �; m Density v m <br /> Top Blow Type Soil o a, o v c 15 o Hardness S o ° c <br /> Count Sample S mbol i - FL U CD Com actnes a- <br /> o a c� ° Other <br /> 5 4-6-7 SS I SC X 10 X X X X Stiff X <br /> 10 13-20-21 SS GW N 10 X X X X Dense X <br /> 15 11-17-15 SS GW N 10 X X X X Dense X <br /> 20 5-9-9 SS GW N 10 X X X X M. Dense X <br /> 25 17-29-26 SS GW N 10 X X X X V. Dense X <br /> 30 5-3-12 SS GW-GC X 10 X X X X M. Dense X <br /> 35 3-8-28 SS GW N 10 X X X X Dense X <br /> 40 7-14-19 SS GW N 15 X I X X I X I Dense X <br /> 45 5-7-12 SS GW N 15 X X X X M. Dense X <br /> 50 6-6-13 SS GW N 10 X X X X M. Dense X <br /> 55 4-10-x SS GW N 10 X X X X M. Dense X <br /> 60 3-7-13 SS GW N 10 X X X X M. Dense X <br /> 65 8-18-20 SS GW N 10 X X X X Dense X <br /> 70 12-23-2 SS GW N 10 X X X X V. Dense X <br /> 75 14-7-14 SS GW N 10 X X X X M. Dense X <br /> 80 50/6" SS GW N 10 X X X X V. Dense X <br /> 90 50/5" SS CH X 95 1 X I L Hard X <br />