Laserfiche WebLink
BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LOC <br /> • (Ppmy) <br /> 1 2 12 Very dark brown silty fine SANDS loose dam <br /> slight odor <br /> N • t N <br /> 13 13 <br /> Grout '• ,:, <br /> 14 14 <br /> 15 15 <br /> N <br /> W70 Brown fine sandy SILT(ML) medium dense damp no <br /> Lu odor <br /> 16 16 <br /> IL <br /> Cr <br /> I � 17 17 <br /> z <br /> � 18 18 <br /> O <br /> LU 19 19 <br /> d <br /> Lu <br /> 20 20 <br /> 50 Grey mottled brown SILT(ML)with fine sand soft <br /> damp slight odor <br /> 21 21 <br /> 22 22 <br /> 23 23 <br /> 24 24 <br /> Irlili � il_�LLI <br /> Inch Radius 0 2 4 6 <br /> Explanation contacts <br />' = Water levei during drilling -- Solid where certain 0 <br /> 7,7 Water level in completed well Dotted where approximate <br /> Boring Log J08 NUMBER <br /> Location at recovered drill sample — — Dashed where uncertain J3-V V5 <br /> Bonng 9 (continued) <br /> . Location of sample sealed for 6/I/i Hachursd where gradational <br /> cr em cal analysis Exxon WELL <br /> est K Estimated permeability RAS#7-1050 <br /> ® Sieve sample (hydraulic conductivity) <br /> 1K.primary 2K..secondary 909 West dammer Lane <br /> ® Grab Sample Stockton,CA SB-9 <br /> f+li No Recovery <br />