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I <br /> BORING CONSTRUCTION DETAIL GRAPHIC <br /> Pio LOGDESCRIPTION <br /> (ppmv) <br /> ^ n - <br /> k' <br /> Grout <br /> 2 2 <br /> I3 3 •= , k <br /> JI „ •fit JI '. <br /> Lu 4 4 - - <br /> Very Lark grey slily fine SAND(SM),loose damp no <br /> 1', -M •,t `' •• odor <br /> Io <br /> O %t' <br /> C0J 6 6 <br /> o <br /> LU 7 7 `= <br /> I <br /> $ 8 - - <br /> 9 9 <br /> 'I <br /> r - <br /> SI <br /> Very dark brown spry fine SAND(SdM loose damp <br /> •-' = ;• slight odor <br /> 10 10 <br /> I12 12 <br /> Inch Radius 6 2 a 6 <br /> I I <br /> I togged by C Robertson Drilling Company Woodward Drilling 8acldill Time 12 U(]his <br /> Project Mgr P Graff Drilling Method Hollow Stem Auger Type of Sampler Split Spoon <br /> Date Drilled June 3 1993 Dnller E Forsstrom TD(Total Depth) 58 Cr <br /> Explanation comacts <br /> I V Water level during drilling Solid where certain <br /> Water level in completed well Dotted where approximate <br /> Baring Lag JOB NUMBER <br /> © _ovation of recovered drill sample 0-hed where uncenain 93-005 <br /> Boring 9 <br /> - Location of sample sealed IOr ///i Hachured where gradational <br /> ctaemical analysis Exxon WELL <br /> est K Estimated permeability RAS#7-1050 <br /> ® Sieve sample (hydraulic conductivity) <br /> tK-primary 2K-secondary 909 West Hammer Lane Cm Q <br /> ® Grab Sample Stockton,CA V 0-v <br /> Na No Recovery <br /> I <br />