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r <br /> LOG OF EXPLORATORY BORING <br /> k PROJECT NUMBER GOS-01-01 BORING NO. i41w-1 <br /> PROJECT NAME Nor-Cal Beverage Company,inc. PAGE 4 OF 4 <br /> BY D.Buchanan DATE 5128191 SURFACE!"1,EV. -10!Y. t <br /> Recovery ?:0 Penetra- (� LITH0- <br /> FR, <br /> - <br /> Head:nq tion W _ QRAPHIC DESCRIPTION �C'p <br /> FQ- s=OLtIt4 <br /> eft/ft) tppm) t�lwe/ftl <br /> kA SAND(SP)(continued) <br /> 0.91t? 0.8 <br /> 8310.9 <br /> 65 <br /> 011.5 : <br /> 24 @ 66.5':Trace fines;fine sand,85%quartz, <br /> 0.911.0 6.7 10%dark rock fn figments.5%feldspar,trace <br /> 1311,91 nuca;medium dense;damp:no product odor. <br /> _ 5R8/9;70 <br /> 1.4/1.5 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 <br /> (10YR,313);trace fines;35%fine sand'.65% <br /> medium sand;sand is angular to submunded,60% <br /> quartz,40%dark rock fragments.trace mica: <br /> very dense:wet;no product odor. <br /> 75 CLAYEY SAND(SC).brown(10YR.5/3),.30%low <br /> 1.011.0 7.7 plastici"TCwck <br /> 09b fins subangular sand,9596 <br /> quartzfragments;manganese oxide <br /> 69 staining common;very dense;wet:no product <br /> odor. <br /> BORING TE WNATED AT 76 FEET. <br /> 80 <br /> REMARKS ent sod sampled with a <br /> `i Soil boring was drilled using 8•ixt<h diameter hollow stem anger drilling equipment <br /> mimed-California aput-apoan sampler.See atucPed weLl deui s for well consu"ion information. <br /> E N <br /> ASSOCIATES <br /> .r, <br />