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-- .awllw� 1114. <br /> Boring Log <br /> Client: Union Ice Com an Hole No.: MW 11 <br /> kage of 2 <br /> Project: We Ave. Project No.: Contractor: Pierson <br /> Location: 1320 Weber Ave., Stockton, CA Drilling Method: 8" HSA Elevation: Grade <br /> Date Started: 2125193 Date Com leted: 2126/93 Angle: Bearing <br /> Total Depth: 35' Water De h: 13' Logged By: C. Hyde IReviewed BY: RRG <br /> E <br /> c c m <br /> a <br /> a t co <br /> Z v s Q- W <br /> E c U <br /> U c <br /> a E E po E <br /> _ U <br /> 13 Cl) W a. M v a- Geologic Description Remarks <br /> GM 0.0-4.0' FII. Sandy, Clayey Gravel. <br /> Moist. +Debris <br /> &B1 Rig <br /> 2" CA Modified <br /> Split Spoon <br /> —5 CL 4.0-7.0' Silty Clay. Firm, Moist. Low <br /> ML Plasticity. <br /> 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 /> V <br /> 15 <br /> 1 1 CL 1 S.0-28.0' Brown Silty Clay. Moderate <br /> 13 <br /> ML Plasticity. Moist-Damp. Stiff. <br /> 20 <br /> Hit G.W. at 28' <br /> Standing W.T. 13' <br /> Hz? [Piez.Surface} <br /> 25 }` <br /> SP 28.0-3S.0 Fgr Green Qtz Sand. Clayey, 'Dark Green Sand <br /> 5C Wet-Flowing. +-10%Fines. Possible <br /> Micacaous. Makes Sig.Waterl Contamination <br /> 30 G.W. Rose up to 13' ( Piez. <br /> Surface). <br /> Well Graphics: <br /> Cement ® Bentonite Sand Filter 0 Blank ® Screened <br /> Grout Annular Seal Pack Casing Casing <br />