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BORINGIWELL CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> LOG <br /> PID ' <br /> (ppmv) <br /> ?r.S DEPTH <br /> 0 Asphalt <br /> 1 <br /> 2 <br /> SM-Silty sand, brown, moist. <br /> 3 <br /> ZZ 4 <br /> 5 . •, ..............i MON................. <br /> r. <br /> SC-Sands with fines, brown, moist, <br /> 0 <br /> B .�. minimal clay. <br /> 7 "*' <br /> Grout 8 <br /> g ?� <br /> :::'ll <br /> EiSEE'r�r'r�r�r�r�r <br /> ���`��`� � � �;�-ti'-,•.r'vrv.rr' � <br /> SP-Sands, poorly graded, grey, <br /> �rs�rcM-a+ <br /> 11 r �rt�t? w <br /> —2, <br /> et, strong odor. <br /> :3 t4���r~•t�r�t <br /> �t'rr�rr <br /> trrrrrr <br /> 12 w' • <br /> VV <br /> rrrrrrr <br /> 13 r r�r,, r <br /> i c�r�t�r�t�r <br /> qko k'14V r r <br /> M-rr%trc• <br /> rrrrrrr <br /> ttrrrrr <br /> 15 ,• 4, <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 son less. Dotted where approximate <br /> Details GP-3 ERA02.004 <br /> Moore Petroleum BORING! <br /> Estimated permeability <br /> Location of recovered drill sample est K (hydraulic conductivity) Dashed where uncertain w w 5481 F Street WELL <br /> 1K=primary,2K=secondary Banta,CA <br /> . Location of sample sealed for NR No Recovery 0jW".1i0 Hachured where gradational 4!8199 GP-3 <br /> chemical analysis - <br />