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WELL/BORING LOCATION MAP Boring/Well Log WELL/BORING: MW-32 <br /> PAGE: 1 of 2 <br /> TOXICHEM Management Systems, Inc. LOGGED BY: J. BERGSTROM <br /> O LOCATION: 3515 NavyDrive CLIENT/PROJECT: EQ-14.1A <br /> Lo 00O MW-31 <br /> CITY STATE: Stockton, California DATE DRILLED: 7/27/01 <br /> ° =a DRILLED BY: Gregg Drilling NORTHING: <br /> DRILLING METHOD/DIA.: HSA/8" EASTING: <br /> SAMPLING METHOD: Split Spoon TOTAL DEPTH: 30' <br /> CONSTRUCTION w F. SAMPLE U Grout T eat: Portland/2 Total Well Depth: 25'Z E _ J = '' Grout Interval: 0-8' Casing Diameter. 2' <br /> w <br /> O cL d Seal Type/(Xy: Bentonite Casing Type: Sch 40 PJC <br /> aw ¢ <br /> 00 a o m im <br /> •J z w �+ Seal Interval: 8-9' Screen Interval: 10-25' <br /> y v n - DESCRIPTION <br /> D 1 SM SILTY SAND: light brown; 15% fines; 85% fine <br /> sand; no plasticity; no product odor. <br /> Y 2 <br /> Z <br /> H <br /> M <br /> w � 3 <br /> w � <br /> v � <br /> o a 4 <br /> 5 ®5': as above. <br /> a N D 0 8 <br /> 7 <br /> 8 ML CLAYEY SILT: brown; 100% fines; no plasticity; <br /> 2 9 soft; strong dry strength; no product odor. <br /> Mst 3.31 2 <br /> rM 310 11 <br /> 12 <br /> � 13 <br /> 014.5': as above; dark brown; low to medium <br /> 't- Mst 4.3 5 14 plasticity; medium stiff; strong dry strength. <br /> L' 8 15 <br /> � N <br /> w 16 — <br /> C) <br /> N 17 <br /> O <br /> 018 <br /> 0 <br /> 10 19 ®19.5': wet sampler; dark greenish gray; 100% <br /> V D 3.1 18 fines; low plasticity; very stiff; strong dry <br /> 20 20 strength. <br /> 21 <br /> 22 <br />