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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LM <br /> (ppmv) <br />' 24 24 _�� _ Brown silty fine SAND(SM) medium dense moist no <br /> odor <br /> 25 25 <br />' 0 Dark brown SILT(ML)with fine sand medium dense <br /> damp no odor <br /> 26 Grout <br /> 26 <br /> 1 , <br /> 27 27 <br /> LuLU <br /> LL <br /> 0 28 28 <br /> 1 � <br /> 29 <br /> co 29 <br /> z <br /> 0 <br />' (5 30 30 <br /> ig:O 0 Dark brown fine sandy SILT(ML) stiff moist no odor <br />' m 31 31 <br /> w <br /> 32 32 <br />' 33 33 <br /> , <br /> 34 34 <br /> 35 35 <br /> Q Grey SILT(ML) stiff dry no odor <br /> 36 36 <br /> I Irlit l <br /> Inch Radius tlius 0 0 2 a 6 <br /> Explanation contacts <br /> Water level during drilling Solid where certain 0 ��/�a � <br /> lr�1L54NJ OI1C1 V QROMIAAH51fCJ11ALSp IIIN�yn <br /> Water level in completed well potted where approximate <br /> Boring Log JOB NUMBER <br /> © Location of recovered drill sample — — Dashed where uncertain <br /> Boring 10 (continued) 93-005 <br /> . Location of sample sealed for elv" Hachu red where gradational <br /> chemical analysis Exxon WELL <br /> I est K Estimated permeability <br /> ® Sieve sample (hydraulic conductivity) RAS#7-1050 <br /> 1K.primary 2K—secondary 909 West Hammer Lane <br /> ® <br /> Grab Sampie Stockton, CA SB-1 0 <br /> W No Recovery <br />