Laserfiche WebLink
W� <br /> �TMa t <br /> R <br /> 1 <br /> ~� LOO OF EXPLORATORY BORING <br /> PROJECTNUNMER G05.01.01 BORING NO. h1W=1 <br /> PROTECT NAME Nor-Cal Beverage Company,Inc, PAGE IOP 4 <br /> BY D.Buchanan DATE 5/28191 SURFACE ELEV. -20 ft. <br /> Reeevary PID panetra- <br /> Readin O HI; <br /> dJ WELL <br /> q tion SFW W-CLILGRAPHIC DESCRIPTION DETA[i - <br /> a)tl �YZ CDLDMN <br /> (ft/ft) IPPM) fbiYs/ftl �3.2 H C <br /> ,. ASPHALT <br /> FIIL,SANDY GRAVEL(GP),brown GGYR,5/3); <br /> trace fines:5-15%fine sand;5.20%fine gravel; <br /> 65-90%coarse gravel;damp;no product odor. <br /> 5 <br /> - <br /> ,e, <br /> 6.4 10 y .� <br /> s <br /> 29.3 15 s <br /> SANDY SILT TO SILTY SAND(AL—SM).brown <br /> 1.111.5 158 (10YR,5/3);50%nonplastic fines.50%fine <br /> sand,quartz,trace dark pains,no mica; <br /> 26 - medium dense;damp;no product odor. <br /> SAND(9),brown(10YR,4/,3);trace fines;fine <br /> angular sand,75%quartz,20-23%dark rock <br /> fragments,5%feldspar,trace mica;medium - <br /> 20 dense;damp;no product odor. <br /> — REMARKS <br /> Sail bating waa drilled usin8 8-inch diameter boilaw-sem auger drM&equipmew and sampled with a <br /> CC RR�� modified-Caiifomis split-spom wmpler.See aaached well deuiu for wen mnrtruaiwr informarian. <br /> J E 1� <br />