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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LM <br /> (ppmv) <br />' 4$ 48 Brown fine sandy SILT(ML) sottlmedlum stiff,damp <br /> no odor <br /> 49 49 <br /> Grout <br /> 50 — <br /> 50 —� <br /> Brown silty fine SAN©(SM) loose damp no odor <br /> r— 5 <br /> 51 <br /> v 52 52 <br /> 0 53 53 7, <br /> O3 54 <br /> 0 54 <br /> 0 - =, ,• <br /> r m 55 55 <br /> Broom silty fine SAND(SM) medium stiff moist no <br /> DV. - odor <br /> LU <br /> 56 56 <br /> ;. rr <br /> 57 57 -' <br /> 58 58 <br /> 59 0950hrs 59 %•,';, 't' + <br /> L LEI. <br /> 60 60 <br /> I f l ( I I <br /> Inch Radius 0 2 4 fi <br /> I <br /> Explanation Contacts <br /> 1 Water level during drilling Solid where certain 0 <br /> Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drill sample - - Dashed where uncertain <br /> Boring 8 (continued) 93-005 <br /> Location cf sample sealed for z",' Hachu red where gradational <br /> chemical analysis Exxon WELL <br /> est K Eslim(hydraulic <br /> a lic onductbdrty RAS#7-1050 <br /> ® Sieve sample {hydraukc corxiuctrouy) <br /> 1K-primary 2K.secondary 909 West Hammer Lane <br /> ® crab Sample Stockton, CA SB-8 <br /> NR No Recovery <br /> I <br />