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BORING CONSTRUCTION DETAIL GRAPHIC <br /> Pin LOG DESCRIPTION <br /> (ppmv) , <br /> I2 Grout 2 <br /> �.4-„M-•1 r~r�-y <br /> 3 3LU <br /> LU <br /> LU 4 4 N, <br /> En 5 ='-"• <br /> Q 5 ;+, -.T Dark grey silty fine SAND(SM) medium dense damp <br /> jo .'i';=:3;='w:�' no odor <br /> g 6 ; <br /> Oy�,a•I,,�\ '\ <br /> LU <br /> in 7 7 - <br /> LU <br /> I (Z .rV•E .::f <br /> 8 - r_f <br /> I10 10 �'•,:: <br /> :N 1 <br /> Brown fine BAND(SM) medium dense damp no odor <br /> 12 12 <br /> I lil � l , � � I � lii <br /> Inch Radius 0 Z a 6 <br /> Logged by C Robertson Drilling Company Woodward Drilling Baddill Time 16 00 his <br /> Project Mgr P Graft Drilling Method Hollow Stem Auger Type of Sampler Spld Spoon <br /> Date Drilled June 3 1993 Driller E Forsstrom TD(Tota!Depth) 57 5 <br /> Explanation Contacts <br /> Water level during drilling Solid where certain 0 <br /> �Il�t V•IIUSVII�lU\5M155LLYlp �IlrlLv, <br /> Water level in completed well Dotted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drill sample — — Da4hed where uncertain 93-005 <br /> Boring 14 <br /> . ■ Location of sample sealed for f//zi Hachured where gradatwnal <br /> chemical analysis Exxon WELL <br /> estK Estimated permeabilityRAS#7-1050 <br /> ® Sieve sample (hydraulic conductivity) <br /> 1K.primary 2K.secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton,Cpl S B-1 Q <br /> hA No Recovery <br />