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i <br /> IBORING CONSTRUCTION DETAIL Pio GRAPGHIC DESCRIPTION <br /> (PPmY) <br /> 12 12 Dark grey SILT(ML)with fine sand medium Miff <br /> damp,no odor <br /> 13 13 <br /> Grout <br /> 14 14 <br /> I15 15 01 p P I P A <br /> o Brown CLAY(CL)with silt,stiff damp,no odor <br /> Q) 16 16 <br /> 0 17 17 <br /> z <br /> CC <br /> O 1$ 18 <br /> O <br /> LU 19 19 <br /> I � <br /> W _ <br /> I• ❑ 20 <br /> 20 <br /> D 0 0 0 0 0 Brown SILT(ML)with clay miadttrm sett damp no <br /> odor <br /> 21 21 <br /> 0 00 <br /> 22 22 <br /> 0 00 00 <br /> 23 23 <br /> 02 <br /> 24 24 <br /> 1�1 � li � ill_W <br /> Inch Radius o 2 4 6 <br /> Explanation camacts <br /> Water level during drilling Solid where certain 0 ARW l5aCl�UVS i->, pllCt�y. <br /> Water levei in completed weii Doned where approximate <br /> Boring Log JOB NUMBER <br /> Location of recovered drill samoie — Dashed where uncertain 93.005 <br /> Bating 8 (continued) <br /> . Location of sample sealedtor Haehured where gradational WELL <br /> chemical analysis Exxon <br /> es,K Estimated permeability AAS#7-1050 <br /> ® Sieve sample (hydraulic conductivity) <br /> IK.primary 2K-secondary 909 West Hammer Lane <br /> ® Grab Sample Stockton, CA SB-8 <br /> hF <br /> No Recovery <br />