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i b Y <br /> i in n <br /> f <br /> LOG OF BORING <br /> Client: Mr.Wayne Craig-Sandhill Development Company,LLC Boil n Number: 1/1 <br /> Eorato l Percolation Test Boling Page: <br /> Project: Project Number NLS-02.05 Contractor: West Coast Exploratlon <br /> Clements OaOdge Estates <br /> Location: 18327 East Highway 88 San Joaquin County Drilling Method: B-24 CME Surface Elevation: 120 ft(MSL) <br /> Date Started: 12/15/04 Date Completed: 12/15/04 Angle: Vertical Bearing: <br /> d Total Depth: 25 ft water Depth: Approx. 140 ft Logged By: <br /> D.Chesney <br />! � w U <br /> d c a Z) Q v <br /> 0 <br /> t <br /> 4; Q U U try U <br /> a 3 3 o U <br /> o 2 �„ m ca U a Engin erin /A ronomic Description Remarks <br /> 0 1 SM Black,organic,sandy silt-fine sand. Very moist, No Blow Counts due to <br /> — 1 119 Annual/perrenial vegetation. USDA= Sandy Loam saturated soil conditions. <br /> — 2 116 <br /> —3 117 <br /> — 4 116 <br /> — 5 115 2 2ifi0 36 ML Gray silt with rust mottling. Apparent hardpan of <br /> — 6 114 16 4.5 ft. Stiff,moist, At 8 ft,entered sand. <br /> USDA= Loam <br /> A — 7 113 <br /> 8 112 <br /> —9 it <br /> —10 ° 3 al 25 Black/whife,poorly-grcded fine-to-medium sand, <br /> 14 SP Little clay or silt. Rust mottling. Loose. Slightly <br /> —1 1 169 moist. USDA= Sand <br /> —12 los <br /> I <br /> —13 1°7 <br />" <br /> -14 l06 - <br /> a Biack/white,poorly-graded fine-to-medium sand. <br /> 15 los 4 21 37 SP Little clay or silt. Rust mottling. Loose. Slightly <br /> —16 104 moist. USDA=Sand <br /> — 17 103 <br /> — 18 102 <br /> — 19 101 <br /> —20 100 5 z6 65 SM Light brown,fine sandy silt with some clay. Firm. <br /> — 21 99 3a moist. USDA=Sandy Loam. <br /> — 22 96 <br /> — 23 97 <br /> —24 96 <br /> —25 95 6 SQ 54 CLI Yellowish brown silty clay with little sand, Very stiff. <br /> 40 ML Slightly moist. USDA= Silty Clay Loam <br /> — 26 Boring Terminated @ 25 Ft. <br /> — 27 <br /> — 28 <br /> — 29 <br /> — 30 <br /> 1/ <br />