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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LOG <br /> (ppmv) <br /> 48 48 ;Z' Brown silty fine SAND(SAA) medium dense damp no <br /> odor <br /> 49 49 <br /> Grout - a'- <br /> 50 50 lit <br /> I - Dark brown silty fine SAND{SIUn medium dense <br /> 0 <br /> •t moist,no odor <br /> 51 51 <br /> — 52 <br /> 52 <br /> Q f� -��• •'l ,I <br /> cn 53 53 <br /> z <br /> 0 <br /> 54 54 <br /> I LU <br /> 55 55 <br /> o <br /> _ Brown silty Fine SAND(SM) medium dense moist no <br /> 0 odor <br /> .•a =� <br /> 56 56 <br /> I 57 57 <br /> Total depth=57 5 feet <br /> 6/3/93 <br /> 58 14 40 his 58 <br /> I <br /> 59 59 <br /> 60 60 <br /> Inch Radius 0 2 4 6 <br /> I <br /> Explanation contacts <br /> water level during drilling Solid where cenam ��' <br /> Q water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER � <br /> © Location of recovered drill sample — — Dashed where uncertain <br /> Boring 10 (continued) 93-005 <br /> . Location of sample sealed for "z"Al Hachured where gradational <br /> chemical analysis Exxon WELL <br /> est K Estimated conductivity) <br /> RAS#7-1050 <br /> ® Sieve sample (Ytytlraul:c conductivity) <br /> 1K-primary 2K-secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-1 0 <br /> NR No Recovery <br />