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bonng Log <br /> Client: Union Ice Cornvanv Hole No.: mvv--rf Pae 1 of 2 <br /> -.J <br /> Project: Weber Ave. Project No.: Contractor. Pierson <br /> Location: 1320 Weber Ave., Stockton, CA Drilling Method: 8" HSA Elevation: Grade <br /> Date Started: 2125193 Date Completed: 2126193 Angle: Bearing <br /> Total Depot: 35' Water Depth: 13' Logged St. C. Hyde lReviewed By: RRG <br /> _J E in <br /> CL a " as 0 ui <br /> Q m ca oU <br /> n7& 1 E v U <br /> Ca ca <br /> o a U 0- Geologic Description Remarks <br /> <-? GM 0.0-4.0' Fill. Sandy, Clayey Gravel. <br /> Moist. +Debris <br /> 8-81 Rig <br /> v: .. <br /> -...s+ 2" CA Modified <br /> Split Spoon <br /> �'s.-:.mac'::s>:•: <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 Clayy. <br /> Moist& Firm. Local&rk <br /> Organic Clasts. <br /> 10 <br /> .r V <br /> J - <br /> -15 11 CL 15.0-28.0' Brown Silty Day. Moderate <br /> — 13 ML Plasticity. Moist-Damp. Stiff. <br /> J 15 <br /> J 20 <br /> Hit G.W. at 28' <br /> Standing W.T. 13' <br /> iPiex. Surface) <br /> 25 <br /> J — `t <br /> SP 28.0-35.0 Fgr Green Qtz Sand. Clayey, 'Dark Green Send <br /> SC Wet-Flowing. +-10% Finis. Possible <br /> Micaceous. Makes Sig.Water! Contamination <br /> G.W. Rosa up to 13' { Piiez. <br /> 30 -' Surface$. <br /> Well Graphics: <br /> Cement Bentonite Q Sand Filter C:] Blank ® Screened <br /> Grout Annular Seal Pack Casing Casing <br />