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BORING NO. <br /> 7W- 1 <br /> �-� a?, PROJECT MANAGER T. Anenson DATE BEGAN 11-22-91 <br /> ,c WELL SUMM Rv a o N o FIELD GEOLOGIST 0. Bannon DATE FINISHED 11-z�-oi <br /> 0 o a m a: EDITED BY 0 Bannon <br /> a w o w a GROUND SURFACE EL.t S, <br /> W m TOTAL DEPTH 26.5 ft. <br /> 0 C z <br /> Christy Boa <br /> 0.3 FILL csphdlplea we y <br /> graded. moderate orown, cry, <br /> t sa. <br /> Stanapipe <br /> r CLAY; pale orown, slightly most medium stiff, <br /> medium to high plasticity, 157. fine to medium subangular <br /> 2'.PVC Cosinq sand, 857 clay, fissured, no odor, no HCI reaction. <br /> 5 CL <br /> Neat Cement 0.0 <br /> MWI-1 <br /> B/18 28 <br /> r f Wall gra a 7' <br /> loose, 55Pae rown. s 9 y moi. , <br /> 7 fine to medium sand, 25% slit with low plasticlty, <br /> 207. clay, no odor, no HCI reaction. <br /> 10 r SM <br /> 0.0 <br /> YWI-2 <br /> 18/18 36 <br /> Bentonite - Groundwater at 12'. <br /> Pellets : pa a rown, mos , me ium s i 12 <br /> sand, 207, clay with medium plasticity, 10% slit no odor, no <br /> HCI reaction. <br /> Lonestar <br /> 5 /IC Sand <br /> _3 18/18 16 0.0 <br /> Minor brown Iron oxide alteration. <br /> 2' dia. Sen. 40 <br /> PVC Screen .010' <br /> Slot -- <br /> 20 Sc <br /> Ysl-1 16/18 <br /> 10 Soil wet at 20'. <br /> Trace sub-round gravel. <br /> 25 <br /> PVC Endcol, <br /> 18/18 38 <br /> TOTAL DEPTH 26.5 FEET 26.5' <br /> 30 <br /> i <br /> 35 <br /> DRILLING CO.: Spectrum Exploration, Inc. <br /> DRILL METHOD: Hollow Stem Auger PAGE 1 OF 1 <br /> PROJECT NO.: 190976 <br /> CLIENT: Cargill SEE LEGEND FOR LOGS AND TEST PITS <br /> LOCATION: Stockton, California FOR EXPLANATION OF SYMBOLS AND TERMS <br /> CG-MW-l(COI) INTERNATIONAL <br /> In CORPORATION <br />