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X-1' <br /> n <br /> LOG of BORING <br /> Client: Mr.Wayne Craig-Sandhill Development Company,LLC Boring Number a 111 <br /> E lorato 1 Percolation Test BoringPa g <br /> Project: Project Number: NLS-02,05 Contractor' West Coast Ex loration <br /> Clements Oakridge Estates P <br /> Location: 18327 East Hlghwoy 88 San Joaquin County Drilling Method: 8.24 CME Surface Elevation: 120 ft)MSL) <br /> Date Started: 12/15/04 Date Completed: 12/15/04 Angle: Bearing: <br /> Vertical <br /> Totol Depth: 25 ft water Depth: Approx, 140 It Logged By: <br /> D.Chesney <br /> Z C <br /> _ c © U o <br /> C t U U5 <br /> w Q U U CD E U <br /> a E 3 3 2 �? U <br /> o 2° m m U aC = Engine rinIA ronomic Description Remarks <br /> 0 1 SM Black,organic,sandy silt-fine sand, Very moist, No Blow Counts due to <br /> — 1 119 Annuallperreniol vegetation. USDA= Sandy Loam saturated soil conditions. <br /> — 2 119 <br /> 3 117 <br /> — 4 116 <br /> —5 115 2 io 36 ML Gray silt with rust mottling, Apparent hardpan at <br /> — 6 114 16 4,5 ft. Stiff, moist, At 8 ft,entered sand. <br /> USDA= Loam <br /> �- 7 113 <br /> —8 112 <br /> —9 111 <br /> — <br /> 10 3 B' 25 Black/white, poorly-graded fine-to-medium sand. <br /> llo SP <br /> 14 Little clay or silt. Rust mottling. Loose, Slightly <br /> — <br /> 11 109 moist, USDA= Sand <br /> —12 109 <br /> —13 107 <br /> —14 106 <br /> 6 Black/white, poorly-graded fine-to-medium sand. <br /> 15 105 4 n 37 SID Little clay or silt. Rust mottling, Loose. Slightly <br /> 26 <br /> 16 104 moist. USDA= Sand <br /> - <br /> 17 103 <br /> I — 18 102 <br /> — 19 101 <br /> —20 106 5 sa 65 SM Light brown,fine sandy silt,with some clay. Firm, <br /> — 21 99 39 moist, USDA= Sandy Loam, <br /> — 22 98 <br /> — 23 97 <br /> —24 96 <br /> ----25 9s 6 a4 54 CL/ Yellowish brown silty clay with little sand. Very stiff. <br /> as ML Slightly moist. USDA=Silty Clay Loam <br /> -- 26 Boring Terminated @ 25 Ft. <br /> t — 27 <br /> — 28 <br /> — 29 <br /> — 30 <br /> Y <br />