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BORING CONSTRUCTION DETAIL pia GRAPHIC DESCRIPTION <br /> (ppmv) <br /> 24 24 <br /> Grey mottled brown SILT(ML)with fine sand atilt <br /> damp slight odor <br /> 25 25 <br /> I 150 Grey mottled dark brown SILT(ML) medium stiff dry <br /> faint odor <br /> Grout <br /> 26 26 <br /> F 27 27 <br /> LU <br /> LU <br /> UJ 28 28 <br /> L¢L <br /> 29 29 <br /> Z <br /> O <br /> tx 30 30 <br /> 130 <br /> O <br /> -j <br /> Wi 7 }r Brown silty fine SAND(SM) loose damp no odor <br /> 31 31 <br /> LU <br /> 32 32 <br /> er <br /> I33 33 r•t 1, -:, <br /> 34 34 <br /> 35 35 <br /> BO ' ; •' ; Grey mottled brown SAND(SM)with silt stiff damp no <br /> odor <br /> 36 36 - <br /> Itl I ,I.l -, l <br /> Inch Radius 0 2 4 6 <br /> I <br /> Explanation contacts <br /> Water level during drilling Solid where certain <br /> Q Water level in completed welt Dotted where approximate <br /> Boring Log JOB NUMBER <br /> Location of recovered doll sample '- �' Gashed where uncertain <br /> Boring 9 (continued) 93-005 <br /> SLccahon of sample sealed for Hachu red where gradational <br /> chemical analysis WELL <br /> est K Estimated permeabdExxon ey RAS#7-1050 <br /> ® Sieve sample (hydraulic conductivity) <br /> tK.primary 2K-aecondary 909 West Hammer Lane <br /> ® Grat1 Sample Stockton,CA SB-9 <br /> NR No Recovery <br />