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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LOG <br /> (PP—) <br /> ° 0 <br /> Grout <br /> 2 2 <br /> X . <br /> ..! <br /> � 3 3 , •: <br /> w <br /> w <br /> f <br /> v 4 4 <br /> Very dark grey silty fine SAND(SM) loose damp no <br /> U, <br /> 5 odor <br /> z o - •'' <br /> o <br /> cr_ <br /> 6 6 <br /> wCEI 7 <br /> LU <br /> g 8 - <br /> 9 ' <br /> -J ; <br /> Very dark brawn sdry fine SAND(SM),loose damp <br /> 10 10 slight odor <br /> ._. ,- <br /> 11 � ' <br /> 11 =' <br /> 1- • • 1 <br /> 12 12 <br /> ltlili � ilrfil <br /> Inch Radius 0 2 4 6 <br /> Logged by C Robertson Drilling Company Woodward Drilling 8aolddl Time 12 00 hrs. <br /> Prolect Mgr P Graff Drilling Method Hollow Stem Auger Tyrie of Sampler Spin Spoon <br /> Date Drilled June 3 1993 Driller E Forsstrom TD(Total Depth) 580 <br /> Explanation contacts <br /> I = Water level during drilling Solid where certain <br /> Water level in completed well Domed where approximate <br /> Boring Log JOB NUMBER <br /> Location of recovered did!sample - — Dashed where uncertain <br /> Boring 9 93-005 <br /> SLecalien of sample sealed for •1/!i Hachu red where gradational <br /> chemical analysis Exxon WELL <br /> ® est K Estimated uctbddy RAS#7-1050 Sieve sample (hydraulic conductivity) <br /> 1K-primary 2K.secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-9 <br /> � No Recovery <br /> I <br />