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t <br /> SnECORn ed <br /> Logged By I Data Dnlled DnUms Contractor Project Name Method/Equipment Well Number <br /> ARCO 0595 HSA <br /> BH 6126102 CASCADE STOCKTON,CA SPLIT SPOON MW-9 <br /> See"Legend to Logs"for Boring Surface Groundwater Depth(ft) Total Drive Drop <br /> samphng method, Diam.(m) Hlev(ft) � 60 5 FIRST Depth(ft) wt{lbs) Dist(in) <br /> classi&juons and laboratory <br /> Jesting methods 8 33 72 TOC -T 62 STABILIZED 70.5 <br /> Well `O <br /> Construction Description <br /> H <br /> 35 @24' <br /> 38 <br /> 4 4 <br /> ro r <br /> 30 0 MW9 <br /> Y 30 33 @29' <br /> Same as above <br /> P <br /> Same as above <br /> 31 0 MW9 <br /> 35 34 SANDY SILT(ML)'dark yellowish brown(10YR3/4),sand is @34' <br /> 37 fine-grained,hard,moist,low plasticity,subangular blocky soil <br /> structure,partially cemented(0,40,60,0) <br /> 4 4 <br /> 32 0 MW9 <br /> ro ro 40 33 @39' <br /> 35 <br /> i a <br /> w e <br /> A b <br /> i <br /> 34 0 NfW9 <br /> BIIVTO 45 35 SILTY SAND(SM)-dark yellowish brown(10YR3/6),sand is @44' <br /> SPAT. 37 ute ed v dense mots aitiall cemented(0,80.20.0) <br /> CLAYEY SILT(ML) with sand,brown(7 5YR4/3),sand is <br /> fine-grained,hard,moist,moderate plasticity(0,20,50,30) <br /> 0 SAND <br /> 33 Same as above 0 MW9 <br /> The substrata descnptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during dnWng Predommant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location <br /> at the time of dnlling and may not be representative of subsurface conditions at other locations or times <br /> Project No 77BP 50595.00.0330 Date 8/8102 GMH Log of Well <br /> 595MW9 W1 Approvedby <br /> LOG OP 130REHOLB <br /> Figure (sheet 2 of 3) <br />