Laserfiche WebLink
BORING CONSTRUCTION DETAIL pio GRAPHIC DESCRIPTION <br /> (ppmv) <br /> 36 36 Grey SLT(ML) stiff dry no odor <br /> 37 37 <br />' Grout <br /> 38 38 <br /> 39 39 <br /> w <br /> I w <br /> Lu - 40 40 <br /> 0 <br /> �E D Brown fine sandy SILT(ML) medium stiff damp no <br /> I odor <br /> rA 41 41 <br /> o ' <br /> O <br /> � 42 42 <br /> O <br /> J <br /> 00 43 43 <br /> lx. <br /> LU <br /> 44 44 r <br /> 45 45 <br /> _�{ Brown silty fine SAND(SM),medium dense damp no <br /> 46 46 ,M t ;' odor <br /> =i T-, =r <br /> 47 47 <br /> 48 48 <br /> Inch Radius <br /> d 0 <br /> ws D 2 4 6 <br /> Explanation contacts <br /> Water level during dolling Sottd where certain 0 <br /> 7 Water level in completed well Dotted 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 "Ae Hachu red where gradational <br /> chemical analysis Exxon WELL <br /> est K Estimated permeability <br /> ® Steve sample (hydraulic conductivity) RAS#7-1050 <br /> 1K.primary 2K.secondary 909 West Hammer Lane <br /> ® Grab Sample StocMon, CIA SB-1 0 <br /> NR No Recovery <br /> I <br />