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P 1 of1 <br /> BORING LOG PROJECT NO I04700 4766 230 <br /> Site Name LANG Stockton AASF Boring No B32 <br /> Supervising Geologist Tim Berger,R G 5225 Log By KlemeckeNandusen <br /> Start Date 213104 Finish Date 2/3104 Boring Diameter 3 inch <br /> Drilling Contractor EnProb Boring Depth 45 feet <br /> Contractor Lie No C57 777007 Boring Location West of former USTs <br /> Drilling Method Geoprobe <br /> Driller Dennis Ott <br /> USCS SOIL DESCRIPTION <br /> 'o - - g AND GEOLOGIC INTERPRETATION <br /> uQ ca. <br /> �. Field a� u <br /> c o Sample 'O o SOIL TYPE Color Moisture Density, Staining, <br /> P U w ID U V Sorting, <br /> Percent Fines, Rounding, Secondary Porosity Odor, <br /> L10LZ Geology Fill/alluvium/bedrock <br /> 0 Asphalt surface 0 <br /> Direct push to first sample <br /> 5 5 <br /> 10 10 <br /> 15 15 <br /> 20 20 <br /> 25 Q 932-25 5M Pale brawn silty sand,fine 25 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> CL +Gray clay 26 to 28 feet <br /> - - - - - - - - - - - - - - - - - - - - - - - <br /> 30-1 so - J 'Becoming gray sandy silt, slight odor at 28 feet, 30 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> r CL Becomes greenish gray clay at 32 feet_ - - - - - - - - - _ <br /> 35 ! 0 11 <br /> 632-35 - - - - - . - <br /> E 35 <br /> SP- - Becoming {poorly graded fine sand at 35 to 36 feet <br /> 40 <br /> B32-40 40 <br /> Water at 41 5 <br /> 1 <br /> 45- 1 B32-45 45 <br /> 1 <br /> i <br /> End of Bonng at 48 feet bgs <br /> 4950- 50 <br /> Comments <br />