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Project: Sahargun Plumbing LOG OF SOIL BORING D2 <br /> Project Location: 2216 Stewart Street <br /> WKA Number: 8214.01 Sheet 1 of 1 <br /> Date(s) 8/108 Logged NKg Checked MAT <br /> Drilled By By <br /> Drilling Direct Push Drilling V8W Drilling Total Depth 16.0 feet <br /> Method Contractor of Drill Hole <br /> Drill Rig Geoprobe Diameter 2 Approx.Surface 23.0 <br /> Type of Hole,inches Elevation,ft MSL <br /> Groundwater Level Seal or Backfilled with neat cement <br /> and Date Measured Backfill <br /> Sampling Drive Weights 20-foot deep borehole inclined 20 degrees off vertical to the south to <br /> Method(s) and Comments target sample from 16 vertical feet bgs <br /> m <br /> C a a — C o <br /> ,.m w GEOLOGIC AND ENGINEERING � o o m WELL DETAILS <br /> � a) 3 a DESCRIPTION .y a mcg AND REMARKS <br /> u,.? o w o @ o <br /> � zm (0 �U a <br /> 0 As halt surfacin <br /> A r ate ase CL <br /> Silty Clay(CL),very dark brown(2.5/2 7.5 YR),moist,high plasticity <br /> 0 <br /> 2- <br /> -20 <br /> 4 <br /> Silty Sand with Clay(SM),brown(4/4 7.5 YR),dry,fine-grained sand SM 0 <br /> 6- <br /> E2 15 8 eat cement backfill <br /> Sandy Clayey Silt(ML),brown(4/4 7.5 YR),dry,fine-grained sand, ML 0 <br /> non-plastic <br /> 0 <br /> 10— <br /> < <br /> a <br /> ~ 12 <br /> ~ Silty Sand(SM),brown(414 7.5 YR),dry,fine-grained sand SM 0 <br /> 10 <br /> LU <br /> 14 <br /> e <br /> N <br /> J 16 0 Collected sample D2-1 <br /> — End of boring @ 16 feet bgs(20 <br /> feet on inclination) <br /> J> <br /> 5 18— <br /> z <br /> 20 <br /> N WB I I Bce Kuhl <br /> S A c S 0 Z , A T E .^, � N r. <br />