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i <br /> BORING CONSTRUCTION DETAILPip GRAPGHIC DESCRIPTION <br /> (pptm) <br /> 0 0 <br /> I 1 1 <br /> Groin <br /> 2 2 <br /> i F 3 3 <br /> w <br /> UJ <br /> I W 4 4 <br /> Dark brawn fine sandy SILT(ML) medium suB damp <br /> no odor <br /> 5 5 <br /> z 0 <br /> D <br /> °C 6 6 <br /> I � <br /> m 7 7 <br /> til <br /> n 8 8 <br /> 9 9 <br /> 01. Dark grey SILT(ML)with fine sand medium surf <br /> 10 1 0 damp no odor <br /> 0 ' I <br /> 11 11 <br /> IL12 12 <br /> lililL1r11lil <br /> Inch Radius 0 2 4 6 <br /> Logged by C Robertson Drilling Company Woodward Drilling Backfill Time 13 00 hrs. <br /> I Project Mgr P Graft DnIImg Method Hollow Stem Auger Type of Sampler Spltt Spoon <br /> Date Drilled June 3 1993 Driller E Forsstrom TD(Total Depth) 616 <br /> Explanation Contacts <br /> Water level during drdlmg Solid where certain 0 <br /> Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drill sample Dashed where uncertain <br /> Boring 8 93-005 <br /> . Location of sample sealed for Vzze Hachu red where gradational <br /> chemical analysis Exxon WELL <br /> est K Estimated permeability RAS#7-1050 <br /> ® Sieve sample (hydraulic conductivity) <br /> 11K_pnmary 2K-secondary 909 West Hammer Lane O <br /> ® Grab Sample Stockton,CA SB-8 <br /> NR No Recovery <br />