Laserfiche WebLink
LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER G05-01.01 BORING NO. MW-1 <br /> • PROJECT NAME Nor-Cal Beverage Company,Inc. PAGE 1 OF 4 <br /> BY D. Buchanan DATE 5/28/91 SURFACE ELEV. -20 fL <br /> Recovery PID Penetra- BELL <br /> ❑ LITHO- <br /> Reading <br /> I:[i0- <br /> Rending tion Z W U)J H� Uj <br /> LU J GRAPHIC DESCRIPTIONii.LL <br /> D<r (1W L COLU11; <br /> LU Z <br /> (:t/tt) (PPM) (hlws/ftl C13J ❑H N <br /> ASPHALT <br /> f FILL.SANDY GRAVEL(GP),brown (10YR,5/3); <br /> trace fines;5-15%fine sand; 5-20% fine gravel; <br /> 65-90%coarse gravel;damp;no product odor. f <br /> i <br /> f <br /> 5 � <br /> `x' . <br /> �r <br /> AW i <br /> 10 <br /> 15 <br /> 29.3 �. <br /> SANDY SILT T'O SILTY SAND(IvilrSM),brown i <br /> 1.1/1.5 158 (10YR,5/3);50%nonplastic fines;50%v fine <br /> sand,quartz,trace dark grains,trace mica; <br /> 26 medium:dense;damp;no product odor. <br /> SAND(SP),brown (IOYR,4/3); trace fines;fine , <br /> angular sand,75%quartz, 20-255b dark rock <br /> fragments,5%feldspar,trace mica; medium <br /> 20 .. '- dense;damp;no product odor. <br /> REMARKS <br /> Soz7 boring was drilled using 8-inch diamescr hollow-stem auger dnlling equipment and sampled wi[h■ <br /> modified-California split-spoon sampler.See a¢ached well details for well construction information. <br /> QEN <br /> F.S SOC:AT_5 <br />