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WEE- BORING EXB^ <br /> (j DATE DRILLED 11125190 <br /> WE 7ERNGE0-ENaPVFERS SAMPLE INTERVAL <br /> BORE HOLE LOG ® WATER <br /> PAGE,1„-_OFA, <br /> F PROJECT GEOLOGIST SURFACE NIA <br /> Former REGAL SERVICE STATION a 604 M THOMAS ELEVATION <br /> LOCATION 1448 N EL DORADO STREET DRILLER M Thomas TOTAL DEPTH <br /> IHARDING WAY, STOCKTON, California W Woodruff 36' <br /> DRILLING CONTRACTOR DEPTH TO not CASING <br /> WESTERN GEO-ENGINEERS WATER encountered none <br /> REMARKS 4'diameter hand auger with 6 toot long extensions used to drill boring Soli <br /> samples collected with 2"d€ameter soil sampler connected to a 401b surface drop hammer <br /> ^ o Cr L5 <br /> Z CL~ <br /> �- o <br /> cz <br /> Li cn SOIL DESCRIPITION w REMARKS <br /> z J o <br /> UNIFIED SOILS CLASSIFICATION SYSTEM <br /> ❑ 0 m CL OND <br /> 6' FORMER TANK AREA <br /> OPEN PIT <br /> 10' (SURFACE TO 16') <br /> 15' 2000+ <br /> PPM <br /> 2000000 <br /> * <br /> PPM Silt brown, clayey, firm, dry, strong odor <br /> ✓ 20' 20-1 2000+ (ML) <br /> PPM Silt brown, clayey. firm, dry, strong oda <br /> (ML) <br /> 26 zs-t <br /> 1000+ Silt brown, clayey, firm, Mint odor <br /> PPM (ML) <br /> e 26 5 chance to dark brown Rut, strong odor <br /> 30' xe-i 504- Silt brown, clayey, firm, strong odor <br /> so so�Ma (ML) <br /> s0 Ppm Silt brown, clayey, firm, no odor <br /> 36' a s-1 so-�s (ML) <br /> x t PPM Slit brown, clayey, firm, faint odor <br /> 36' (ML) <br /> w n+ <br /> �V <br /> Or <br />