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PROJECT NUMBER BORING NUMBER <br /> I � Ci AE.316C14.AS.lt 513-$/MW-Ci]S-9 <br /> SHEET 3 OF 3_._ <br /> f SOIL BORING LOG <br /> PROJECT Del Monte.Planl 3:3 LOCATION Stockton, CA. <br /> ELEVATION 19.55 ft. MSL (TOC) DRILLING CONTRACTOR Gregg Chillrng, Inc.. <br /> DRILLING METHOD AND EQUIPMENT 8., OD Hollow Stem Auger _ <br /> WATER LEVELS -47.10 MSL '(3/3/95) START 1-17-95 FINISH I-18-95 LOGGER T. Little <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> i oLL PENETRATION <br /> M3 J o cc RESULTS SOIL NAME,USCS GROUP SYMBOL, COLOR, <br /> m� a z DEPTH-OF CASING, DRILLING RAT <br /> z� aul MOISTURE CONTENT, RELATIVE DENSITY of DRILLING FLUID LOSS <br /> ru. Lu wm 0 g•_g•_g• OR CONSISTENCY, SOIL STRUCTURE, m TESTS AND INSTRUMENTATIDN <br /> CL cca a W^ (N) MINERALOGY 0 <br /> 0 r rz ¢_ (n_1 <br /> CLAYEY SAND (SC), 15-20% fines, 65-70% <br /> fine to coarse sand,,15% fine gravel, <br /> fdense, damp <br /> I <br /> 65.0 <br /> I.:LAY WITI4 SAND (l::L), 90i fines, ICI% line <br /> Sariil, very ,(iff, clamp <br /> 70.0 <br /> IN, <br /> f <br /> A 75 <br /> 75 <br /> SANG WITH SILT ISM), brownish yellow <br /> SS- 6-9-I4 00YR), 15% nonplastic fines, 85% fine <br /> 76.5 (23) sand, organic matlei is common, medium <br /> dense., wel <br /> ----- <br /> "AND W 11 H ':ill.1 (5X. as al-,nve <br /> 81.5 <br /> 83.J SAND WITH SILT (SM). 15% fines, 85% fine / <br /> to coarse Sand thickly laminated, vertical <br /> A-10-12 i:rwrows, poorly sorled, med. dense, wel, ;/_ ..; <br /> 1.5 nu odor H y'dra <br /> punch pushed an additional <br /> 85 (22) / ' 4 feet to recover sample. <br /> B�0 Total DeOth =85 feet <br /> See Weil Completion Diagram for <br /> well construction details. <br />