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BORING CONSTRUCTION DETAIL GRAPHIC PID DESCRIPTION <br /> LOG <br /> IPPmv) <br /> 12 1159 <br /> IGrout + <br /> 13 1256 <br /> I14 1352 <br /> r <br /> 15 1449 <br /> LU <br /> LL ":-� .•,�, ,:-;, light brown, SAND(SP), moist, slight odor <br /> 16 <br /> u 1545 <br /> Cr <br /> W <br /> a 17 <br /> CL <br /> 42 <br /> O o light brown,clayey SILT(ML), dry <br /> rz <br /> C] <br /> 18 X1739 10 011 00 <br /> o <br /> JQ <br /> W <br /> M 0 00 00 <br /> z 19 1835 0 0 00 00 <br /> CL <br /> W <br /> n <br /> 20 1932o o 0 1 0 0 light brown,clayey SILT(ML), dry, no <br /> N-CC 00 odor <br /> W <br /> > 21 2028 <br /> 22 21 25 <br /> 23 2222 <br /> 24 2318 <br /> IInch Radius D 2 a 6 <br /> IExplanation Contacts <br /> Water level during drilling Solid where certain <br /> I7 water over in completed werl Dotted where approximate <br /> Boring Log-Angled Boring-15 Degrees JOB NUMBER <br /> © Location of recovered drill samale — Dashed where uncertain AB (continued) 10-92074 <br /> . Lorwion of sample seawo for f//li Hachured where gradational <br /> chemical arWyisie BORING <br /> eat K Estimated permeability <br /> -sieve sample (hydraulicconductwity) Pacdic Coast Producers <br /> IK-lonmary 2K_Secondary Lodi Cannery AV <br /> ® Gree sample Lod),CA <br /> Ni No Recovery <br />