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NO <br /> 110 <br /> : 0_ 004�0' <br /> i <br /> l <br /> i <br /> LOG OF EXPLORATORY BORING 1 <br /> i PROJECT NUMBER G05-01.01 ` <br /> BORING N0. A1IV-i i <br /> PROJECT NAME. Nor-Cal Beverage Company,Inc. d <br /> B p 9. PAGE 4 OF A ' <br /> I ; <br /> BY D.Buchanan DATE 5128191 SURFACE ELEV. -20 f1, s <br /> ! Recovery 2:C ?ereLra- @ N N Li:HO- <br /> l�d Reading tion X j �~ J C ri'aL: <br /> ZI itf jL GRAPHIC DESCRIPTICfd - CE:A2_ f <br /> s fY�W Ulf= Z COLUMN - <br /> : ffc/fcp Ippml lhlw/ft) i7=J <br /> l: <br /> (>.9/l.a 0.8 SAM(SP)(continued) . <br /> 8310,9 <br /> t <br /> I <br /> ' 011.5 65 <br /> 24 <br /> 0.911.0 6.7 ,@ 66.5':Trace fines;fine sand,85%quartz, <br /> /31/91 10%dark sock fragments,5%feldspar,trace <br /> mica;medium dense:damp;no product odor. <br /> 5/28191 ! <br /> 1.411.5 6.0 7U @ 70-71.2':Silty Sand to Sandy Silt(SM-ML) I <br /> lens,dark yellowish brown(IOYR,414);50°!0 <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 7. <br /> (10YR,3/3);trace fines;35%fine sand;6,5% <br /> medium sand;sand is angular to subrounded,60% <br /> quartz,40%dark rock fragments,trace mica: <br /> ,r <br /> very dense;wet;no product odor, <br /> L 75 CLAYEY SAND(SQ.brown(10YR,5/3).30%low <br /> 1.011.0 7J plasticity ftnes;709b 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 FWT. <br /> i <br /> 80 <br /> REMARKS <br /> `J Soil boring was drilled using 8-inch dimeterhotiow-acro auger drilling equipmwt and sampled with a <br /> modified-California spUt•spoon sampler.Sce atuched well details for well conaruaion information. <br /> N <br /> ASSCCIATES <br />