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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID IAC' <br /> (PPmv) <br /> 12 12 Brown fine SAND(SAA),medium dense damp no odor <br /> 13 <br /> Grout 14 14 <br /> -' <br /> :Y •. <br /> 15 15 <br /> W0 Broom CLAY(CL)with silt medium soft damp no odor <br /> W <br /> I W 16 1s <br /> n <br /> 17 17 <br /> z <br /> 18 18 <br /> 0 <br /> m 19 19 <br /> I z <br /> a <br /> w <br /> a 24 20 <br /> 0 :• •� Brown srlry fine SAND(SM) medium dense moist no <br /> �- odor <br /> 22 22 <br /> 23 23 <br /> , <br /> 24 24 <br /> inch Ramus 0 2 4 B <br /> Explanation contacts nt� nfc+2r�fm�m nf� r�Iat�rnfl nian <br /> Water level during drilling Solid where certain 0 <br /> 6=yslitic')L51F�1 V lF'Q�Q�IIN�I Lylk�ipr p Iklf�l{� <br /> Q Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> Location at recovered drill sample — — Dashed where uncertain 93-005 <br /> Boring 10 (continued) <br /> . Location at sample sealed for Hachured where gradattonal <br /> che ,cai analysis Exxon WELL <br /> m <br /> est K Estimated permeability RAS#7-1050 <br /> Sieve sample (hydraulic conductivity) <br /> iK-primary 2K-secondary 909 West Hammer Lane <br /> Grab Sample Stockton, CA S B-1 0 <br /> N� W Fecovery <br />