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I� <br /> Advanced i BORING LOG <br /> Ge® Environ ental, IRC . BOREHOLE NO. ; MW2 <br /> 7 j 837 Shaw Road , Stockton , CA 95215 <br /> (209) 467- 1006 FAX: (209 ) 467- 11 111TOTAL DEPTH : �� t <br /> 8 <br />;i Project: Quick N Save # I Drilling Co. : Mitchel Environmental <br /> d Site Location : 1901 South El Dorado Rig/Auger Type : CME-75 <br /> Stockton, CA Logged By: Eyrene Fisher <br /> Reviewed By: William R Little <br /> f Project No . : AGE-NC-99-0654 Date(s) Drilled : 17 March 2004 <br /> Notes: Ground water encountered at 35 feet below surface grade 4 Water level during drilling Page 1 of 2 <br /> Ground water sampled for TPH-g, fuel oxys, and BTEX z Water level in completed well <br /> Sample Blows PID Soil USCS Class and Well Well <br /> Depth I D I (per 6") (ppm) Symbol Soil Description Completion Description <br /> I � Water tight cap <br /> I 5 JMW2-$ � NS NS No sampleJ" Casingdiamet�r <br /> _ 10 — MW2-10 B/ I I / l4 ' 30 ML Brown with white veins and bla ksput dai tp, : Gamont grout seal from <br /> _ I CI AYGY SILT low [o moderate consist ncy mod rate 0' to 22' bsg <br /> - plashcily, low toughness, na hydroc bot (HL) odd / . <br /> xx <br /> 15 MW2-I5 10/16/23 20 I I MI O gc brown d y to dm p CLAYI°:Y SILT, Si% 8" Boring diameter <br /> M _ sand low to moderate consistency, plasticity and <br /> toughness, no HC. odor. <br /> - 20 - <br /> MW2-20 7/10/14 30 ML Cneen brown with black stains, moist to damp, / <br /> LCLAYEY SILT, low to maderate consistency, low <br /> J plasticity and toughness, no HC odm <br /> " - - Bentonite seal from 22 <br /> to 24' bsgK . <br /> . <br /> - 25 <br /> MW2-25 10/78/17 1000 (, SW: Gray, well graded SAND, HC odor. <br /> �I <br /> J , i H: ;I <br /> } MW2-30 !. 6/9/13 60 CL: Brown and green brown with black and white <br /> stains, damp, CLAY, 5% silt, moderate consisteney, <br /> plasticity and toughness, HC odor. <br /> _ #2/12 sand from 25' to <br /> 45' bsg <br /> �_� : . <br />