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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> I PID Imo' <br /> (ppmv) <br /> 48 48 <br /> Brown fine sandy SILT(ML) medium stiff damp no <br /> odor <br /> 49 49 <br /> IGrow <br /> so 50 <br /> 4 ���4 .�_,�� Dark brown silty fine SAND(ML) medium dense <br /> moist no odor <br /> F 51 51 <br /> LU <br /> WLL <br /> ILU 52 52 <br /> 53 53 - <br /> L <br /> O ,- -• ,� - <br /> °C 54 54 -� <br /> M •'t <br /> ` 11 ,• I <br /> Im 55 55 <br /> .I <br /> 56 56 <br /> lie <br /> 57 57 Brown sandy SILT(ML)with day,stiff moist no odor <br /> Grey silty fine SAND(SM) medium dense saturated <br /> , <br /> 11 58 h. <br /> 58 <br /> no odor <br /> 5 h <br /> Total depth=58 feet <br /> 59 59 <br /> 60 60 <br /> I I I I LL 1 t l l l <br /> Inch Radius 0 2 4 6 <br /> Explanation cornacm <br /> Water level during drilling Solid whore certain (RWRIMNONAL Me. <br /> Water level lin completed well Dotted where approximate <br /> Bonng Log JOB NUMBER <br /> I EJ Loeatron of recovered drill sample — — Dashed where uncertain 93-005 <br /> Sating 9(continued) <br /> - Location of sample sealed for OVZ40 Hachurso where gradational WELL <br /> ChemIC31 analySlS EXxon lir <br /> est K �t'"'a1°d°arriaakilRy I RAS#7-1050 <br /> Sieve sample (hydraulic conduclndyl <br /> IK.prlrnary 2K.secortdary 909 West Hammer Lane <br /> ® <br /> Grab Sample Stockton,CA ��+a <br /> '� <br /> NR No pemvary <br /> I <br />