Laserfiche WebLink
Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 4.5 <br /> SAMPLE r <br /> Ira <br /> w -.i.--, £ % m o MATERIAL <br /> o `� DESCRIPTION e REMARKS <br /> • m co z <br /> c, N UI U 4V--. c N C <br /> I. <br /> l6 L C G 0. �'y 30 N <br /> > o- , 1=N N O N O O ' <br /> W▪ 0 I-- c0 l-- 0 0 0 c �U <br /> ig CR Crushed gravel surfacing <br /> SM Brown silty fine to medium sand with gravel(dense,moist)(glacially Till-like <br /> consolidated soils) <br /> 1-X - <br /> 2— %� -- <br /> SM Light gray silty fine to medium sand with gravel and occasional cobbles <br /> (very dense,moist) <br /> Probe depth 0.25 inches <br /> 3— - - <br /> X 2 <br /> 4X 3 - <br /> / 1 <br /> Test pit completed at 4%feet <br /> o No groundwater seepage observed <br /> c; No caving observed <br /> Disturbed soil samples obtained at 1,4,and 4%feet <br /> L-' <br /> 0 <br /> a <br /> a <br /> yl <br /> z <br /> C <br /> 0 <br /> 0 <br /> E <br /> 0 <br /> 'a <br /> O <br /> 8 <br /> 5 <br /> 5 <br /> 0 <br /> O <br /> 0 <br /> 2 <br /> O <br /> A Notes: Please see Figure A-1 for explanation of symbols. <br /> t 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 /> % <br /> a' <br /> Log of Test Pit TP-4 <br /> E. <br /> Project: Central Utility Plant Parking Lot <br /> Project Location: Everett, Washington <br /> Figure A-5 <br /> • Project Number: 10738-010-00 Sheet 1 of 1 , <br />