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GEOPROBE CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID Blow LOG <br /> (pplow) Counts <br /> 0 0 <br /> 2 2 <br /> 4 4 <br /> 33 SILT stiff,brown mast,slight odor <br /> 6 6 <br /> 00 <br /> U $ $ <br /> 10 10 10 <br /> z700 YOM L SILT stiff,brown moist,slight odor <br /> O <br /> 12 12 <br /> m 14 14 <br /> 900 0 0 SILT soft brown mast,strong odor <br /> 16 16 <br /> 18 18 <br /> 00 <br /> 20 20 <br /> 85 SILT stiff,brwon moist, moderate odor odor <br /> 22 22 <br /> 24 p 24 U100 <br /> liiililililtl <br /> Inch Radius a 2 4 6 <br /> i <br /> Logged by C Robertson Dnlang Company Yronex Well Head Completion <br /> Project Mgr W Shipp Dniting Method Geoprobe GH-40 Type of Sampler <br /> Date Drilled 9r2W5 Driller D Duliart TD(Total Depth) 42 teat <br /> Explanation Contacts <br /> Geoprobe 2 <br /> Y Water level in completed well Solid where certain <br /> Q. First water sound during drilling Dotted where approximate Shell Service Station WIC#20475244107 Page <br /> 7700 Moreland Court 1 of 2 <br /> ® Location of recovered drill sample Dashed where uncertain Stocidon,CA <br /> ■ Location of sample sealed for elVoV Hachured where gradational a 13mon Of Well Number <br /> chemical analysis .i P®adk <br /> OR Estimatedpermeabillty Daw <br /> Geo-2 <br /> ® Sieve sample Rq*auric conductivity) Octobw 20 1996 <br /> Rweo�d <br /> 1 K.primary 2K-secondary By Job Number <br /> ® continuous care 93-47-0085 <br /> ha Ivo Rocovery <br /> i <br /> ' I I <br />