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BORING CONSTRUCTION DETAIL PID <br /> GR�APPHIC OG DESCRIPTION <br /> (Ppmv) <br /> 36 36 Grey SILT(ML) suff dry no odor <br /> 37 37 <br /> 38 Grout 38 <br /> 39 39 <br /> Lu <br /> J- <br /> W <br /> U¢ 40 40 D Brown fine sandy SILT(ML) medium stiff damp no <br /> LL odor <br /> � 41 41 <br /> n <br /> z <br /> 42 42 <br /> O <br /> m 43 43 <br /> LU 44 44 ' <br /> 45 45 <br /> Brown stlty fine SAND(SM) medium dense damp no <br /> 46 -� "1 •, - odor <br /> 46 - - - <br /> 47 <br /> 47 ' = <br /> 48 48 <br /> Inch Radius 0 2 4 6 <br /> Explanation conlacts <br /> Water level during drilling Solid where certain 0 0WO`I MW&L <br /> I <br /> Water level in completed well Dolled where approximate <br /> Bonng Log JOB NUMBER <br /> © Location of recovered dnll sample — — Dashed where uncertain 93-805 <br />' Boring 10 (continued) <br /> ■ Location of sample sealed for a///i Hadwred where gradational <br /> chemical analysis Exxon WELL <br /> est K Estlmtued permeao,ilry RAS#7-t 05Q <br />' ® Sieve sample (hydraulic condurtivrry) <br /> 1K-primary 2K-secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton,CA SB-1 0 <br /> N`1 No Recovery <br /> 1 <br />