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BORING CONSTRUCTION DETAIL Pio GRAPHIC DESCRIPTION <br /> OG <br /> (PPmY) <br /> 24 24 <br /> Grout <br /> 25 25 ;' <br /> aAA <br /> light brown, silty SAND(SM), dry, no odor <br /> 26 26 <br /> 27 27 <br /> W28 28 <br /> U _ <br /> Cr <br /> 29 29 <br /> zlight grey,fine SILT(ML),dry, no odor <br /> O <br /> C7 <br /> 30 30 <br /> End of boring Total depth 30 0 Feet <br /> m 31 31 <br /> Lu <br /> 32 32 <br /> 33 33 <br /> 34 34 <br /> 35 <br /> 35 <br /> 36 36 <br /> I lilili � , lilil <br /> Inch Radius 0 2 4 6 <br /> Explanation comacm <br /> Water level during drilling Solid where certain <br /> Water level in completed well honed where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drill sample — — Dashed where uncertainSall Bonn Z COf1t1nU2d <br /> 9 ) 10-92074 <br /> . Location of sample sealed for �ZlZe Hachured where gradational <br /> chemical analysis BORING <br /> est K Estimated permeability <br /> ® Sieve sample (hydraulic conductivrty) Pacific Coast Producers <br /> 1K.primary 2K.secondary Lodi Cannery SB-2 <br /> ® Grab Sample Lodi, CA <br /> W Recovery <br />