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I <br /> I <br /> FIELD DATA BORING LOG MW-4 <br /> DATE: December 11, 1998 <br /> LOGGED BY J Pfeiffer <br /> p WATER LEVEL Encountered at 79 feet bgs Rose <br /> P: E ir- to approx 72 feet after 10 minutes <br /> W W a o ELEVATION: — <br /> o EQUIPMENT BSK &Associates, CME 75 <br /> z v w 8" Hollow Stem Auger <br /> a. <br /> W u- <br /> a w 0 <br /> a a <br /> Cn m uscs DESCRIPTION <br /> 0 Asphalt 4 5" over baserock 3" <br /> Clayey SILT Red-brown, little clay, moderate plasticity, little fine to <br /> medium sand, moist, no petroleum odor <br /> ML Sandy SILT Orange-brown, trace clay, low plasticity, some fine sand, <br /> slight cementation, moist, no odor <br /> 5 S-6-MW4 OS 02 0 29 SILT Gray-brown with rust mottling, trace fine sand, slight cementation, <br /> moist, no petroleum odor <br /> SM Silty SAND Yellow-brown, some silt, fine sand, moist, no petroleum odor <br /> 10 ML Sand <br /> S-�1-MW4 0s 07 0 21 y SILT Brown with rust color around fine root holes, some fine sand, <br /> trace medium sand, moist, no petroleum odor <br /> - - -� - - - - - -?- - - - - - - -? - -- - - - - - a - - - - - - - a- - _ - _ <br /> 15 -- <br /> 5 No sample 08 33 0 31 Silty SAND Yellow-brown with trace orange mottling, some silt, fine sand, <br /> P tY g g <br /> trace medium sand, moist, no petroleum odor <br /> 20 S-20 5-MW4 08 43 0 50 for SM <br /> Silty SAND Red-brown, some silt, fine to coarse sub-rounded sand, trace <br /> 5" fine gravel to 114"diameter, well graded, dense, moist, no petroleum odor <br /> 25 S-25 5-MW4 09 16 0 15 <br /> Same as above but fine to medium sand and decreased silt <br /> Gradational - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - -- - _ <br /> Sp SAND Yellow-brown with Mile black mottling, trace silt, fine to medium <br /> 30 sand, dense, moist, no petroleum odor <br /> Continued <br /> 15634 Steinegul Road <br /> Escalon, California <br /> BSK <br /> Engineers, Geologists, BSK No 07-4-00178 <br /> Environmental Scientists <br />