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BORING CONSTRUCTION DETAIL PID GRAPHIC DESCRIPTION <br /> LM <br /> ipPmV1 <br /> 24 24 � <br /> �' .• }'•. <br /> Grout <br /> 25 2S <br /> i <br /> light brown,slfty SAND (SM),dry, no <br /> odor <br /> 26 26 <br /> .tr _ y <br /> 27 27 <br /> W <br /> v 28 28 <br /> cn 29 29 <br /> z Ilght grey,fine SILT(ML), dry, no odor <br /> O <br /> Cr 30 1 30 <br /> End of boring Total depth=30 4 Feet <br /> w <br /> I31 31 <br /> LLI <br />` 0 32 32 <br /> 1 <br /> I33 33 <br /> 34 34 <br /> f <br /> 35 3S <br /> I36 38 <br /> W_: Li3rEtlil <br /> inch Radius 0 2 4 6 <br /> I <br /> Explanation Contacts <br /> I 'S Water level during dnlUrtg Solid where certain 0 <br /> Water level in completed well Ibttad where approximate <br /> BoringLog JOB NUMBER <br /> Location of recovered dull sample — Dashed where uncertainSOII BOM 1 COrtirUeC <br /> ) 10-92074 <br /> - Location of sample sealed for '"ze Hachured where gradational <br /> chemical analysis BORING <br /> eat K Estimated permeability <br /> ® slave sample (hydraukcconductivity) Pacific Coast Producers <br /> 1K.primary 2K.secondary Lodi Cannery SB-1 <br /> ® Grab Sample Lodl,CA <br /> NR No Recovery <br />