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BORING CONSTRUCTION DETAIL PID GRAPHIC DESCRIPTION <br /> (PPmv) <br />' 48 4$ Brown fine sandy SILT(ML) medium stiff damp no <br /> odor <br /> 49 49 <br /> 50 Grout — <br /> 50 all -- <br /> _�' <br /> 4 .� - --• - Dark brown silty fine SAND(ML) medium dense <br /> �. <br /> moist no odor <br /> 5151 '•. <br /> LU <br /> v 52 5254 <br /> 54 <br /> 53 53 <br />' m 5555 <br /> CL <br /> LU -�- <br /> 56 56 <br /> 57 57 — <br />' brown sandy SILT(ML)wtttt day stiff motet no odor <br /> f11j3T93Grey silty fine SAND(5Nn medium dense saturated <br /> 58 45 hfs 58 Sr <br /> O 5 V no odor <br /> Total depth a 58 feet <br /> 59 59 <br /> 60 60 <br /> l l � ltl � l <br /> Inch Radius 0 2 q 6 <br /> Explanation Contacts <br /> water level during drdLng Solid where certain <br /> Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drill sample - - Dashed where uncenarn <br /> Boring 9 (continued) 93-005 <br /> . Locafron of sample seated for +///r Hachared where gradational <br /> chemical analysts Exxon WELL <br /> est K Estimated permeability <br /> ® Sieve sample (hydraulic conductrviry) RAS#7-1050 <br /> 1K-primary 2K.secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-9 <br /> NIR No Recovery <br />