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Project: Sahargun Plumbing LOG OF SOIL BORING D3 <br /> Project Location: 2216 Stewart Street <br /> WKA Number: 8214.01 Sheet 1 of 1 <br /> Date(s) 8/1/08 Logged NKB Checked MAT <br /> Drilled By By <br /> Drilling Direct Push Drilling V&W 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 /> a� <br /> CL 0 <br /> N m O L L <br /> r GEOLOGIC AND ENGINEERING _O E 0 2 WELL DETAILS <br /> a> n 3 n DESCRIPTION 'y g m° AND REMARKS <br /> j0 (0 'E m 9 <br /> 65 z m (D U a <br /> 0 Ashalt surfacin <br /> re ate base <br /> Silty Clay(CL),black(2/2 7.5 YR),moist,high plasticity <br /> 0 <br /> 2- <br /> -20 <br /> 4 6—Silty Sand with Clay(SM),brown(4/4 7.5 YR),moist,fine-grained sand 0 <br /> XX <br /> a 15 8 eat cement backfill <br /> XXX <br /> Increase in silt and clay content to—60% <br /> 10 Sandy Silt(ML),brown(4/4 7.5 YR),moist,fine-grained sand, 0 <br /> non-plastic <br /> a <br /> 12 <br /> U) <br /> 10 <br /> 3 <br /> W Silty Sand(SM),brown(4/4 7.5 YR),dry,fine to medium-grained sand 0 <br /> 14 <br /> 0 Collected sample D3-1 <br /> 16 <br /> — End of boring @ 16 feet bgs(20 <br /> V. feet on inclination) <br /> J <br /> 3 <br /> w <br /> 20 <br /> N" Wallace Kuhl <br /> & A S S 0 - 1 A T T 2 1 N C <br />