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I <br /> BORING CONSTRUCTION DETAIL pin GRAPHIC DESCRIPTION LCG <br /> . (ppmv) <br /> 48 48 <br /> Brown fine sandy SILT(ML) soiVmedlum anN damp <br /> no odor <br /> 49 49 <br /> Grow 50 Gro50 �- <br /> "f •• ='= Brown silty One SAND(SM),loose,damp,no odor <br /> o <br /> 51 51 ;f • �; <br /> Lu <br /> Lu 52 52 ' <br /> U- ''- <br /> CL <br /> I '0 53 53 <br /> Z <br /> o <br /> I cc <br /> 54 54 <br /> O - <br /> J - ^ <br /> m 55 55 <br /> 1,-.� a _,_I. Brown silty fine SAN!)(SK medium soR moist no <br /> �s,- odor <br /> 56 56lie <br /> ._. <br /> 57 57 <br /> 58 58 - - <br />' 6!3,+93 f�� ' -� �• <br /> 59 09sahis 59 <br /> 60 60 <br /> Inch Radius 0 2 4 6 <br /> I <br /> Explanation contacts <br /> Water level during drilling Solid where certain 0 <br /> 7 Water level in completed wail Dotted where approximate <br /> Bonng Log ,SOB NUMBER <br /> Local ion of recovered dnii sampie — — Dashed where uncertain 93-905 <br /> Bonng 8(continued) <br /> ■ Locationoi samole sealed for //fi Hachured where gradational <br /> chemical analysis <br /> Exxon WELL <br /> I est K Estimated permeability RAS#7-1050 <br /> ® Steve samoie (hydraulic eaneiratviry) <br /> 1K-primary 2K-secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton,CA SU-0 <br /> f�A No Recovery <br />