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1' <br /> tl <br /> LOG OF EXPLORATORY BORING <br /> . PROJECT NUMBER GOS-01.41 BORING NO. MIV-1 <br /> PROJECT NAME Nor-Cal Beverage Company,Inc. PAGE 4 OF 4 <br /> BY D. Buchanan DATE 5/28/91 SURFACE ELEV. -20 ft. <br /> Recove_y PTD Penetre- N Li'No- <br /> om w:�_ <br /> Reading tion =1 W FF- ; CP.APH:C D_SCR:PTICNCL LL EL <br /> Q W E COLUMN <br /> (ft/ft? (ppr.,) (blas/ft) 0 _j A, N <br /> 0.911.4 0.8 SAND(SP)(continued) <br /> 8310.9 <br /> 0/1.5 65 :::: <br /> 24 <br /> 0.9/1.0 6.7 ::: :: @ 66.5':Trace fines; fine sand, 85% quartz, <br /> 5 31/91 ::;::; 10%dark rock fragments, 5% feldspar,trace <br /> • - mica; medium dense; damp;no product odor. <br /> SZ <br /> 5/28/9170 <br /> @ 70-71.2': Silty Sand to Sandy Silt(SNI-ML) <br /> 1.411.5 6.0 � = r--1 <br /> :. lens,dark yellowish brown (10YR,4/4); 501/a <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 /> (IOYR,3/3);trace fines;35% fine sand; 65% <br /> medium sand; sand is angular to subrounded,605'n <br /> quartz,40%dark rock fragments.trace mica; <br /> very dense; wet; no product odor. <br /> CLAYEY SAND(SC),brown (10YR,513); 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 TER.M7NATED AT 76 FEET. <br /> 80 <br /> • REMARkS <br /> Soil boring was drilled using 8-inch diameitr hollow-stem auger drilling egwpmcnt and sampled ulth a <br /> QENmodified-California split-spoon sampler.See amched well details for well wnsuuc6on information. <br /> h55CC'A`ES <br />