Laserfiche WebLink
1 <br />F� <br />I I <br />Date 9/5/2019 Total g Logged By AP Excavator Kelly's Excavating Inc. Groundwater not observed <br />Excavated Depth (ft) Checked By CWM Equipment Bach WB 140 Rubber -tired Caving not observed <br />Surface Elevation (ft) 68 Easting(X) 1307791 Coordinate System WA State Plane North <br />Vertical Datum NAVD88 Northing M 367733 Horizontal Datum NAD83 HARN (feet) <br />SAMPLE <br />CL E <br />C <br />MATERIAL <br />REMARKS <br />DESCRIPTION <br />O <br />.... <br />L <br />a <br />� 'ao <br />C C <br />L <br />CL. <br />CL <br />d <br />y N <br />W <br />N Ul <br />1� Fes- <br />(o <br />C7 <br />O co <br />C7 U <br />00 <br />i U <br />S p <br />ii U <br />SOD <br />Ito 2inches l <br />sM <br />Brown silty fine to medium sand with gravel: small roots, glass shards <br />(loose to medium dense, moist) (fill) <br />1 <br />6 <br />Probe depth of 0.5 inches <br />1 <br />4 <br />MC <br />06 <br />2 <br />Probe depth of 0.5 inches <br />0 <br />3- <br />Probe depth of 4 inches <br />4— <br />Probe depth of 5 inches <br />CL <br />Gray lean Gay, slight oxidation staining (medium stiffto stiff, moist) <br />(glaciolacuSUlne deposits?) <br />0� <br />5 <br />6R <br />6 <br />2 <br />27 <br />97 <br />s4 <br />6^ <br />7- <br />8— <br />Notes: See Figure A-1 for explanation of symbols. <br />The depths on the test pit low are based on an average of measurements across the test pit and should be considered accurate to Y2 fbaL <br />Coordinates Data Source: Horizontal approximated based on Aerial Imagery. Vertical approximated based on Topographic Survey. <br />Log of Test Pit TR3 <br />Project: Baker Heights Development <br />G M E N G I N E E R <br />Project Location: Everett, Washington <br />Figure A-4 <br />Project Number: 21288-002-00 Sheet 1 of 1 <br />