Laserfiche WebLink
i Advanced BORING LOG <br /> GeoEnvironmental Inc. <br /> � BOREHOLE NO B5 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> �— <br /> (209)467-1006 FAX (209)467-9118 TOTAL DEPTH (Q' <br /> iProject R M B Garage Drilling Co CME-75HT <br /> Site Location 715 North Hunter Street Rig/Auger Type CME-75HT/8 25" <br /> iStockton, California 95205 Logged By Daniel W Kalmbach <br /> Reviewed By Calvin F Lee <br /> i Project No AGE-NC-01-0877 <br /> Date(s) Drilled 5 September 2003 <br /> Notes Continuous core sampling a Water level during drilling Page t of 2 <br /> iFlowing sands encountered at 60 feet bsg = Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID (per 6") (ppm) Symbol Sod Description <br /> 0 O FILL Brown FILL material,silts,sands with gravel <br /> o <br /> o� <br /> O <br /> i <br /> -5 <br /> NO SAMPLE <br /> 1 <br /> i Q < FILL Brown FILL matenal,silts,sands with gravel <br /> _10J <br /> NO SAMPLE <br /> i <br /> i — ASPHALT Asphalt-like substance,most likely tank-pit bottom <br /> - 5 SM Brown, SAND with silt,damp,fine grain size,slight plasticity,strong hydrocarbons <br /> over (HC)odor <br /> i <br /> linut <br /> (OL) <br /> (OL) NO SAMPLE <br /> SM Brown, SAND with silt,damp,fine grain size,slight plasticity,strong HC odor <br /> iOL ML Brown,SILT with minimal clay,damp,lowplasttcity and toughness,strong HC <br /> _20— odor <br /> ij --- NO SAMPLE <br /> SM Brown, SAND with silt,damp,fine grain size,strong HC odor <br /> i ML Brown to gray,SILT with clay,low plasticity,strong HC odor <br /> J <br /> � 135-24 <br /> OL <br /> NO SAMPLE <br /> ML-SM Brownish-gray, SILT with tntemutent SAND lenses,moist,very fine to medium <br /> gram size,strong HC odor <br /> 1301 -- -= <br />