Laserfiche WebLink
Date Excavated: 9/17/2012 Logged By: FRV <br /> Equipment: Backhoe Case 580L Series 2 Total Depth (ft) 4.5 <br /> SAMPLE y <br /> wii Li) <br /> o o MATERIAL <br /> • w tO Z - rs rs DESCRIPTION . REMARKS <br /> O 0) ft cs U w C W.: <br /> R L 5 —5 O. 9'y =O , <br /> N t N E) r0 O m U O O <br /> W 0 I- (OI- 0 U' U W U <br /> CR Crushed gravel surfacing <br /> 110 <br /> SM Brown silty fine to medium sand with gravel(dense,moist)(glacially Till-like <br /> consolidated soils) <br /> 1—X • <br /> 2— 'r 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 /> / 2 <br /> 4 v 3 <br /> w Test pit completed at 4%feet <br /> w No groundwater seepage observed <br /> O� No caving observed <br /> dl Disturbed soil samples obtained at 1,4,and 4%feet <br /> i= <br /> N <br /> W <br /> H <br /> W <br /> O <br /> K <br /> W <br /> Z <br /> Z <br /> DjO <br /> (7 <br /> VIE <br /> r <br /> , <br /> m <br /> 'a <br /> Uz' <br /> i5 <br /> S <br /> .,- <br /> ''4 <br /> z <br /> iliS <br /> rnU <br /> U <br /> W <br /> O <br /> K <br /> a <br /> 'o <br /> z <br /> O <br /> w Notes: Please 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 /> 5% I <br /> i,• • <br /> Log of Test Pit TP-4 <br /> t ,F-= <br /> o <br /> i G EO N G I N E E R Project: Central Utility Plant Parking Lot <br /> Project Location: Everett, Washington Figure A-5 <br /> c Project Number: 10738-010-00 Sheet 1 of 1 , <br />