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WELL/BORING LOCATION MAP Boring/Well Log WELL/BORING: MW-34 <br /> A PAGE: 1 of 2 <br /> 0.x MW-34 TOXICHEM Management Systems, Inc. LOGGED BY: J. BERGSTROM <br /> • FYFFE LOCATION: 3515 Na Drive CLIENT PROJECT: EQ-14.1A <br /> w <br /> CITY STATE: Stockton California DATE DRILLED: 4/30102 <br /> o DRILLED BY: Gregg Drillin NORTHING: <br /> DRILLING METHOD DIA.: HSA/8° EASTING: <br /> SAMPLING METHOD: Split Spoon TOTAL DEPTH: 25' <br /> CONSTRUCTION w SAMPLE Grout r e : Portland Total Well De the 25' <br /> E _ U Grout Interval: a—}' Casin Diametrr: 2' <br /> o =,z <br /> o�i Seal Type/qty. Bonlanite/1 Casing Typa: Sch 4a PJC <br /> z J p o o_ Z70 0 �L+ a 01 Seal Interval: 3-4' Screen Interval: 5-25' <br /> v p `'' om — DESCRIPTION <br /> GRAVEL <br /> a z D 000 SP SAND: light brown; 10% silt; 90% fine to medium <br /> 5 m 1 000 sand; no plasticity; no product odor. <br /> 000 <br /> 0 2 000 <br /> a 000 <br /> 0 000 <br /> 3 000 <br /> rO o <br /> n oo <br /> 4o <br /> 000 <br /> N 000 <br /> O O <br /> O <br /> O D 5 000 <br /> O <br /> M D 6 ML CLAYEY SILT: dark gray; 20% clay; 80% silt; low <br /> plasticity; low dry strength; no product odor. <br /> 7 - <br /> 8 <br /> 9 - <br /> 10 <br /> Mst11 ®10.5': as above; gray; 40% clay; 60% silt; <br /> minor organic/root material; medium plasticity; <br /> 12 moderate dry strength; no product odor. <br /> 13 <br /> o v 14 <br /> U <br /> N --D—p-- 15 <br /> 16 <br /> 015.5': as above; brown; 30% clay; 60% silt; <br /> 10% coarse sand; low plasticity; low dry <br /> o strength; no product odor. <br /> N 17 <br /> 0 <br /> 0 18 <br /> O <br /> 19 <br /> 0 20 ®20.5': as above; mottled brown and grayish <br /> brown; 40% clay; 60% silt; medium plasticity; <br /> 21 moderate dry strength; no product odor. <br /> 22 <br />