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wagg <br /> LOG OF EXPLORATORY BORING <br /> �+ BURING NO. NIW-1 <br /> PROJECT NUMBER GOS-01.01 PAGE 1 OF 4 <br /> f PROJECT NAME Nor-Cal Beverage Company,Inc- -20 ft <br /> BY D.Buc <br /> DATE $!x8!91 <br /> hanan SURFACE ELEV, <br /> HELL <br /> Recovery PID PBA©LCa- N =. 0 LITHO- DETAIT <br /> DESCAIP'rION <br /> Reading tion 25W P, GRAPHIC <br /> 0a W WZ COLUMN <br /> M3J �� 41 <br /> (ftlft) {ppm) (blas/ft) <br /> ASPHALT <br /> ASPSANDY GRAVEL pp).brown om.5(3); <br /> w trace fines;5.15%fuse sand;5 20'9a fine gravel; <br /> -RIP <br /> 65-90%coarse gravel;damp;no product odor. <br /> 5 � . <br /> r 410. <br /> f�4 w <br /> .... <br /> 41P <br /> 4 <br /> D- <br /> .a- <br /> .a <br /> 10 <br /> .l 6.4 <br /> 15 � <br /> 29.3 s. <br /> _. .' SND.brown <br /> . SANDY SILT TO SILTY SAND(N>s; <br /> (IOYR.5/3);50%nonplastic fines;505'o Cmc <br /> 1.1!1.5 158 sand,quartz,trate dark grains,trace mica; <br /> M dense;damp;no product odor. <br /> 26 SAPID(SF),bmwn(lOYR,4/3);trace fines;fine <br /> guar sand,75%quartz,20-25%dark rock <br /> an <br /> fragments,596 feldspar. <br /> trace <br /> mica;medium__. .. <br /> dense;damp-no product odor, <br /> 20 <br /> StEMARX�wx!drifted acing 8-inch d,uneur hoilow•ccrsc auger Muni equ,pmtd and c.Mpled with a <br /> Soil horn{ cam ter.See hollOWvAchcdulu -tails for wen"uuaion infomudaf. <br /> modifud Glif�mia cP1it•sporn P <br /> 1� <br /> N <br /> EssacxATes <br />