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1 <br /> BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LOG <br /> (ppmv) <br /> Grout -��•--'.� -{'' <br /> 2 2 ;•�•'' <br /> ILL! ' <br /> • •- ' ,� <br /> tai <br /> LU U 4 4 <br /> CC \ ' <br /> 5 <br /> =.',;�": Dark grey silty fine SAND(SM) medium dense damp <br /> O ''r':,=.5 vn <br /> no odor <br /> c� 6 6 <br /> -1 <br /> Lij <br /> w ,' ;•:� <br /> 9 <br /> -=�., •_tom:•,_ <br /> , <br /> 10 10 <br /> Brown fine SAND(SM) medium dense damp no odor <br /> 12 12 Y- •_1 <br /> lil � l � � tl � l � l <br /> Inch Radius 0 2 4 6 <br /> I <br /> Logged by C Robertson Drilling Company Woodward Drilling BacldfR Time 16 DO hrs <br /> Protect Mgr P Graff Drilling Method Hollow Stem Auger Type of Sampler Split Spoon <br /> IDate Drilled June 3 1993 Driller E Forsstrom TD(Total Depth) 575' <br /> Explanation Contacts <br /> Water levei during drilling Solid where certain 0 AN=tR G0 c O MEW/.It <br /> Q Water level in completed well Dotted where approximate �7 <br /> Boring Log JOB NUMBER <br /> © Location of recovered dn11 sample Dashed where uncertaingoring 10 93-005 <br /> . Location of sample sealed for r/lIi Hachu red where gradational <br /> chemical analysis <br /> I <br /> est K Estimated htlExxon WELL <br /> permeability RAS#7-1050® Sieve sample (hydraulic conductivity) <br /> 1K.primary 2K.secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-1 0 <br /> � No Recovery <br />