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;.Advanced BORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO.: B2 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 88 FEET, <br /> Project: Low.Price Auto Glass-former Texaco Drilling Co.: f Mitchell Drilling Environmental <br /> r Site Location: 3978 South Highway 99 Frontage Road Rig/Auger Type: CME 75/8.25"HSA j <br /> L� Stockton Logged By: Arthur.Deicke <br /> California <br /> Reviewed By: <br /> Project No.: AGE-NC-02-0913 -- - <br /> Date(s) Drilled: 28 November 2005 <br /> Notes: Ground water at 83 feet bsg sz Water level during drilling page 1 of 2 <br /> z Water level in completed well <br /> Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> is , <br /> a- <br /> - No <br /> No sample <br /> – <br /> 5— 0 CL:Tan-brown,SILTY CLAY,dry,moderate plasticity, <br /> moderate consistency,medium toughness,no <br /> hydrocarbon(HC)odor. <br /> rr –10 32-10 25/31/40 0 <br /> CL:Tan-brown,SILTY CLAY,dry,moderate plasticity, <br /> 151 — B2-15 19/21123 0 moderate consistency,medium toughness,no HC odor. <br /> r - <br /> CL:Tan-brown,SILTY CLAY,dry,moderate plasticity, <br /> –2 0 moderate consistency,medium toughness,no HC odor. <br /> B2-20 19/24/27 0 <br /> CCL:Tan-brown,SILTY CLAY,dry,low toughness, <br /> -25 moderate plasticity,stiff consistency,no HC odor. <br /> 132.25 12/17/20 0 <br /> ML:Dark tan-brown.SANDY SILT,dry,low plasticity, R. <br /> low toughness,low consistency,10-25%poorly graded <br /> –30 132.30 2421/29 0 sand,no HC odor. <br /> CL:Orange-brown,SILTY CLAY,dry,medium <br /> C –35 strength,very plastic,no HC odor.132-35 29/32/40 0 <br /> LCL:Orange-brown,SILTY CLAY,dry,medium <br /> -40 strength,very plastic,no HC odor. <br /> 132-40 2020/29 0 <br /> tri <br />