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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> Pin LOG <br /> (PPMV) <br /> 12 1 12 �+ Very dark brown silty fine SAND(SM) loose damp <br /> slight odor <br /> 13 13 <br /> r _ <br /> U. �. <br /> Grout i <br /> 14 14 = <br /> 15 15 — <br />' LU w 70 Brown fine sandy SILT(ML) medium dense damp no <br /> odor <br /> v 16 16 <br /> U' 17 17 <br /> o <br /> z <br /> 0 <br /> O <br /> r5 <br /> c7 18 18 <br /> O <br /> LU 19 19 <br /> LU <br /> a 20 20 <br /> 150 Grey mottled brown SILT(ML)with fine sand stiff <br /> damp slight odor <br /> 21 21 <br /> 22 22 <br /> 23 23 <br /> I <br /> 24 24 <br /> Inch Radius 0 2 4 6 <br /> I <br /> Explanation contacts <br /> Water level during drilling Solid where certain 0 Cs �'NW °p M[ME., RMQ <br /> Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered tln11 sample — — Dashed where uncertain <br /> Boring 9 (continued) 93-005 <br /> Location of sample sealed for ii{i Hachured where gradational <br /> chemical analysis WELL <br /> est K Estimated permeability Exxon <br /> ® Sieve sample (hydraulic conductivity) RAS#7-1050 <br /> 1K..primary 2K—secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-9 <br /> NR No Recovery <br />