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WHF Environmental Cor 'tants, Inc. <br /> Boring Log <br /> Client: Union Ice Company Hole No.: MW-10 Page 1 of 2 <br /> Project: Weber Ave. lProjectNo.: Contractor: Pierson <br /> Location: 1320 Weber Ave., Stockton, CA Drilling Method: 8" HSA Elevation: Grade <br /> Date Started: 2/25/93 Date Completed: 2/26/93 Angle: Vertical Bearing <br /> Total Depth: 35' Water Depth: 13' Logged By: C. Hyde Reviewed By: RRG <br /> u7 <br /> a O U (3) OU <br /> C OU) <br /> ZCL <br /> M Q' cti <br /> a� a� o L U <br /> 3E <br /> o u) to m m v a- Geologic Description Remarks <br /> _ GM 0.0-4.0' Fill. Sandy, Clayey Gravel. <br /> Moist. +Debris <br /> _ B-61 Rig <br /> = I 2" Ca Modified <br /> Split Spoon <br /> CL 4.0-7.0' Silty Clay. Firm, Moist. Low All Samples ! <br /> ML Plasticity. Collected from <br /> 2nd Liner <br /> CL 7.0-15.0' Brown High Plastic Clay. Moist. <br /> Firm, +Loc. Dark Organic Casts. <br /> 10 <br /> V <br /> 15 <br /> 11 CL 15.0-28.0' Brown Silty Clay. Moderate <br /> 13 ML Plasticity. Moist-Damp. Stiff. <br /> I- 15 <br /> _20 <br /> _ Hit G.W. at 28' <br /> Standing W.T. 13' <br /> I_ (Piez. Surf.) <br /> 25 = <br /> _ SP 28.0-35.0' Fgr Green Qtz Sand. Clayey, •Dk Green Sand. <br /> SC Wet-Flowing +-10% Fines. Possible <br /> Micaceous. Makes Sig. Water! Cr Contamination <br /> 30 G.W. Rose up to 13' (Piez. Surf. <br /> Well Graphics: <br /> iCement ® Bentonite 0 Sand Filter F7 Blank ® Screened <br /> Grout Annular Seal Pack Casing Casing <br />