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tad EMI Total 16.5 Logged By ENK Driller Holt Services,Inc. Drilling Hollow-stem Auger <br /> Drilled 1/30/2018 1/30/2018 Depth(ft) Checked By JML Method <br /> Hammer Autohammer Drilling Track-mount hollow-stem auger DOE Well I.D.: BKL-424 <br /> Data 140(Ibs)/30(in)Drop Equipment A 2(in)well was installed on 1/30/2018 to a depth of 15 <br /> Surface Elevation(ft) 54 Top of Casing (ft). <br /> Vertical Datum NAVD88 Elevation(ft) Groundwater Depth to <br /> Easting(X) 1306732 Horizontal Date Measured Water(ft) Elevation(ft) <br /> Northing(Y) 357225 Datum WGS84 2/2/2018 12.72 41.28 <br /> Notes: <br /> FIELD DATA WELL LOG <br /> w E un o <br /> -Q 16 N Co > J y, MATERIAL co steel surface <br /> o w 2 12 o y oa v DESCRIPTION a� monumrnt <br /> a _ <br /> m > o V - a� a u ao <br /> > 0 3 2 E.N o y a> ma <br /> w o m 1) ins 3 0 0 i Ln => <br /> 0- <br /> -SIM Brown to dark brown silty fine sand with trace <br /> vegetation and roots(from cuttings) j� concrete seal <br /> 2-inch schedule 40 <br /> 4 17 sp-SM Light brown fine to medium sand with silt(medium `1 /� �� PVC well casing <br /> o dense,moist)(fill) 3— <br /> 3/8-inch bentonite <br /> 5 <br /> 4' chips <br /> 5 14 14 MW-2-5.0 SM Light brown silty fine sand(medium dense,moist) 5 <br /> (native) NS <1 <br /> CA <br /> NS <1 <br /> 14 14 Light brown silty fine to medium sand(medium 10/20 silica sand <br /> dense,wet)(native) backfill <br /> a <br /> t 0 16 21 Mw-2-10.0 SP-SM Light brown fine to rnedium sand with silt with silty Ns <1 2-inch Schedule 40 <br /> sand laminations from 10 to 101/2 feetCA PVC screen, <br /> 0.010-inch slot <br /> Width <br /> 16 25 <br /> NS <1 <br /> �O <br /> Light brown fine to medium sand with silt _ <br /> 15 17 51 SIM Light brown silty fine sand(very dense,moist) 15' 2-inch Schedule 40 <br /> NS <1 15.1' PVC end cap <br /> 14 27 MW-2-16.5 <br /> Ns <1 16.4 <br /> 3 <br /> w <br /> 0 <br /> z <br /> ro <br /> c� <br /> m <br /> c� <br /> 0 <br /> i <br /> 0 <br /> uli <br /> 0 <br /> rn <br /> z <br /> z <br /> 0 <br /> c� <br /> 'r <br /> z <br /> m <br /> i, <br /> (V <br /> O <br /> of <br /> O <br /> f0 <br /> f0 <br /> Note:See Figure A-1 for explanation of symbols. <br /> Coordinates Data Source:Horizontal approximated based on site survey map provided by City of Everett.Vertical approximated based on site survey map provided by City of <br /> o Everett. <br /> no of Monitoring Well MW-2 <br /> Project: Former Smith Street Sawmill <br /> Project Location: 3600 Smith Avenue, Everett,Washington <br /> Figure A-3 <br /> �� <br /> Project Number: 0661-108-02 sheet 1 of 1 <br />