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P 'loft <br /> 77 BORING LOGPROJECT NO 104700 4766 230 <br /> Site Name CANG Stockton AASF Boring No B33 <br /> Su ervising Geologist Tim Berger, R G 5225 Log By Klemecke/Vandusen <br /> Start Date 213104 Finish Date 213/04 Bormg Diameter 3 inch <br /> Drilling Contractor EnProb Boring Depth 48 feet <br /> Contractor Lie No C57 777007 Boring Location Southeast corner of vehicle mspection rack <br /> Drilling Method Geoprobe <br /> Driller Dennis Ott <br /> ' Q® USCS SOIL DESCRIPTION <br /> o - _ ° AND GEOLOGIC INTERPRETATION <br /> Field w 2- 2 <br /> Sam le " ' o SOIL TYPE Color,Moisture,Density, Staining, <br /> °2ID `0 3 j Sorting, - <br /> Percent Fines,Rounding, Secondary Porosity, Odor, <br /> Geology Fill/alluviumfbedrock <br /> 0 0 <br /> I <br /> 5 5 <br /> 0 B33-5 CL Greenish gray sandy clay, damp <br /> -Ll — <br /> 10 10 <br /> 15 Q B33-15 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 <br /> SM Becoming pale yellow silty sand, damp <br /> 2Q 20 <br /> 25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> Q B33-25 ML 25 <br /> Medium brown clayey silt, moist to saturated <br /> wet sidewalls, no free water <br /> 30 30 <br /> 35 0 833.35 SP Pale yellow silty sand, moist - 35 <br /> - <br /> - - --[] - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - <br /> 40 B33-40 - Greenish brown clayey silt, moist 40 <br /> ML Water table at 37 98 feet <br /> 45 833 45 <br /> 1 End of boring at 48 feet <br /> 50 L50 <br /> Comments <br />