Laserfiche WebLink
Date Excavated: 11/7/2011 Logged By: BHC <br /> ft Depth Excavator _ Total De <br /> Equipment:ipment: P (ft) 10.0 <br /> SAMPLE <br /> I <br /> m � <br /> o I a MA T�RiAi_ <br /> E E rn g <br /> m I �I ( o I I e( REMARKS <br /> C N V] Z J W m D Sc-•RI !LJlY m_ I <br /> O76 <br /> CL <br /> T p, m Lii V y C <br /> r C L d'- 7 m <br /> N N 0 <br /> m fl- N E m m O R U �U I <br /> W D f� (A ham- U' U' U W <br /> SM Brown silty fine to medium sand(medium dense,moist)(fill) <br /> 1 -- <br /> ��o Q RBL Concrete debris mixed with soil(fill) <br /> °. <br /> w <br /> V <br /> 3 a SM Dark gray silty fine sand with gravel and cobbles(loose to medium dense, I <br /> o$ 1 t moist)(fill) <br /> i <br /> 5� <br /> W b� •. i <br /> Less gravel and cobbles <br /> 7--1 Loose below 6 feet { <br /> gr <br /> t No groti*tdwater seepage observed <br /> No caving observed <br /> a <br /> E <br /> r <br /> 9 <br /> O <br /> a <br /> O <br /> tN <br /> 0 <br /> O <br /> 2 <br /> O <br /> O <br /> F <br /> z <br /> w <br /> U <br /> t/l <br /> N <br /> W <br /> Z <br /> rA <br /> 0 <br /> W <br /> J <br /> 2 <br /> Q <br /> F <br /> Z <br /> Z <br /> W <br /> y <br /> O <br /> a <br /> Notes: See Figure A-1 for explanation of symbols. <br /> The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot <br /> 3 <br /> Log of Test Pit TP-2 <br /> Project: Mountain View Business Center Division 8 <br /> 1 £ F Project Location: Everett, Washington <br /> G Eo E % R S Figure A-13 <br /> w Project Number: 6192-021-01 Sheet 1 of 1 <br />