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WHF Environmental Cor 'tants, Inc. <br /> Borinc Loc, <br /> Client: Union Ice Company Hole No.: MW-11 Page 1 of 2 <br /> Project: Weber Ave. IProjectNo.: Contractor: Pierson <br /> Location: 1320 Weber Ave., Stockton, CA Drilling Method: 8" HSA Elevation: Grade <br /> Date Started: 2/25i93 Date Completed: 2/26/93 Angle: Bearing <br /> Total Depth: 35' Water Depth: 13' Logged By: C. Hyde lReviewed By: RRG <br /> L <br /> CL <br /> C) U N O <br /> ai ZcNa <br /> a E E 3 U <br /> a� M as 0 o °� o to <br /> o cn rn C,- m U a I :) Geologic Description Remarks <br /> GM 0.0-4.0' Fill. Sandy, Clayey Gravel. <br /> Moist. +Debris <br /> B-61 Rig <br /> 2" CA Modified <br /> Split Spoon <br /> CL 4.0-7.0' Silty Clay. Firm, Moist. Low <br /> —5 ML Plasticity. All Samples <br /> Collected from <br /> 2nd Liner <br /> CL 7.0-15.0' Brown High Plastic Clay. <br /> Moist & Firm. Local Dark <br /> 10 Organic Clasts. <br /> I <br /> I <br /> ,5 <br /> 1 1 CL ?5.0-28.0' Brown Silty Clay. Moderate <br /> — 13 ML Plasticity. Moist-Damp. Stiff. <br /> 15 <br /> 20 <br /> I_ I <br /> ! Hit G.W. at 28' <br /> Standing W.T. 13' <br /> (Piez. Surface) <br /> _25 <br /> _ SP 28.0-35.0 Fgr Green Qtz Sand. Clayey, 'Dark Green Sand <br /> SC Wet-Flowing. --10% Fines. Possible <br /> Micaceous. Makes Sig. Water! Contamination <br /> 30 G.W. Rose up to 13' ( Piez. <br /> Surface). <br /> Well Graphics: <br /> Cement ® Bentonite F7 Sand Filter F7 Blank ® Screened <br /> Grout Annular Seal Pack Casing Casing <br />