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LOG OF EXPLORATORY BORING <br /> PROIEC:'NUML'ER .605=01.01 BORING NO. MW-I <br /> PROJECT NAME Nor-Cal Beverage Company,Inc. PAGE 4 OF 4 <br /> a <br /> BY D.Buchanan DATE 5128191 SURFACE ELEV. -20 ft. <br /> Recovery ?:D Ponetra— <br /> LITHO— <br /> Reading [ion f. GRAPHIC DESCRIPTION <br /> O Q = <br /> COLUMN <br /> (ft/ft) (PPM) (blws/ftl V S <br /> 0.911.4 0.8 SAND(SP)(continued) <br /> 8310.9 <br /> 011.5 65 <br /> 24 <br /> 0.911.0 6.7 @ 66.5':Trate fines;fine sand,85%quartz, <br /> /31/91 10%dark rock fragments,5%feldspar,trace <br /> mica;medium dense;damp:no product odor. <br /> 5/28/91 70 [�70-71.2':Silty Sand to Sandy Silt(SM-MS.) <br /> 1.411.5 6.0 <br /> lens,dark yellowish brown(10YR,4/4);50% <br /> 39 : : nonplastic fines;50%fine sand;manganese oxide <br /> staining common;dense;wet;no product odor. <br /> @ 71.2':Sand(SP)continues,dark brown <br /> (10YR,313);trace fines;35%fine sand;65% <br /> medium sand:sand is angular to subrounded,60% <br /> quartz,40%dark rock fragments,trace mica; <br /> very dense;wet;no product odor. <br /> CLAYEY SAND(SQ.brown(10YR,5/3);30%low <br /> 1.011.0 7.7 75 plasticity fines;70%Bine subangular sand,95% <br /> quartz,5%dark rock fragments.manganese oxide <br /> 69 staining common;very dense;wet;no product <br /> odor. <br /> BORING 3MENATED AT 76 FEEL'. <br /> ! 80 <br /> REMARKS <br /> Soil boring was drilled using 8-ineh diameter haUow-sum sager drilling equipment and sampled with a <br /> modified-California split-spam sampler.See attached well details for weu oonsuecaon information. <br /> . ASSOCIATES <br /> I <br />