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LOG OF EXPLORATORY BORING <br /> PROJECTNUMEER G05-01.01 BORING NO. M1'V-1 <br /> PROJECT NAME Nor-Cal Beverage Company,Inc. PAGE 4 OF 4 <br /> BY D. Buchanan DATE 5128191 SURFACE ELEV. -20 ft. <br /> reccve_y PTD Penetra- <br /> Read'_xq tion z w aj <br /> Li L GPAPHIC D_SCR:PTION <br /> O 0. <br /> Q W ui F COLUI-N <br /> ifs/ft1 {p?�} i'�lrs/ft} i73 J ��� <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':Trace fines; fine sand,85% quartz, <br /> 5/31191 :::: 10%n dark rock fragments,5% feldspar,trace <br /> mica;medium dense; damp; no product odor. <br /> SZ im <br /> n <br /> 5128/9170 <br /> 1.411.5 6.0 :. @ 70-71.2': Silty Sand to Sandy Silt(SM-ML) <br /> lens,dark yellowish brown (10YR,414); 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 H <br /> (10YR,313);trace fines;35% fine sand; 6501'o <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(SC),brown (10YR,5/3); 30%low <br /> 1.011.0 7.7 75 plasticity fines;70% fine subangular sand,95% <br /> quartz,5%dark rock fragments; manganese oxide <br /> 69 staining common;very dense;wet; no product <br /> odor. <br /> BORING TERMINATED AT 76 FEET. <br /> 80 <br /> • REMARKS <br /> Soil boring was drilled using B-inch diamtlerhollow-stem auger drilling equipment and sampled vuh a <br /> QNE:C <br /> modified-California split-spoors sampler.Sec anached well details for well ConsL-uction information. <br /> R55CC'F. •5 <br />