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01 <br /> BORINGANELL CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> LOG <br /> PID ' <br /> (ppmv) <br /> r; DEPTH <br /> 0 As halt <br /> 1 SM -Silty sand, brown, no odor. <br /> Grout <br /> 2 <br /> 3 <br /> 4 <br /> 2. <br /> 5 : : <br /> '. <br /> B 0 <br /> 7 <br /> S <br /> 9 <br /> 10 i i i i i i i .................................... <br /> mm <br /> �;rtrrt <br /> 11 <br /> yt t�'•�r#0.3 ,,,,• rrrrttt SP-Sand, poorly graded, grey, <br /> or <br /> :: �•,,, , <br /> no odor, med. ptx. <br /> ` 'rrtrrrr <br /> . r'r'rrrt <br /> 'rttrtrr <br /> 12 <br /> •r�t4��1-�t'�t'vi <br /> rrrrrrr <br /> 13 <br /> rM <br /> 'rrrrrrr <br /> • •�• •4 4 <br /> 14 rti 3#44 <br /> 1.0 titititi <br /> 2„ 15 <br /> TD @ 15 FT <br /> Explanation Contacts: APEX ENVIROTECH, INC. <br /> Water level during drilling ® Sieve sample Solid where certain Boring/Well Log JOB NO. <br /> Water level in completed well ® Grab sample Ron I■■■• Dolled where approximate Details GP-2 ERA02.004 <br /> Moore Petroleum BORING! <br /> © Estimated permeability ` ` <br /> Location of recovered drill sample est K (hydraulic conductivity) Dashed where uncertain 5491 F Street WELL <br /> 10primary,2K=secondary Santa,CA <br /> ■ Location of sample sealed for NR Recovery i�x�frlr Hachured where gradational 4113199 GP 2 <br /> chemical analysis <br />