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8" flush-mount <br />monument and <br />thermos cap <br />Concrete surface seal <br />3/8" hydrated bentonite <br />chips <br />2/12 silica sand filter <br />pack <br />2" diameter PVC <br />pre-packed 0.010 slot <br />screen <br />Threaded cap <br />GF9-MW-01- <br />5.5-6.5 <br />GF9-MW-01- <br />10-11 <br />GF9-MW-01- <br />13-14 <br />Asphalt <br />Moist, brown, gravelly, very silty SAND (SM); fine sand <br />Moist, brown, gravelly SAND (SP); fine to medium sand <br />Brick debris <br />No recovery <br />Wet, dark gray and brown, gravelly SAND (SP); fine to <br />medium sand <br />Wet, dark gray, very silty SAND (SM); fine to medium <br />sand <br />No recovery <br />Wet, dark gray, silty SAND (SM); fine to medium sand <br />Wet, dark gray, slightly silty SAND (SP-SM); fine to <br />medium sand <br />Bottom of boring at 15' BGS <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />6.8 <br />2.8 <br />0 <br />CC-1 <br />CC-2 <br />CC-3 <br />Sampler Type: <br />Approved by: <br />Material <br />Type <br />Water Level (ATD) <br />Cascade Drilling / Direct Push Probe-Limited Access <br />AET/MARPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />20 <br />25 <br />5 <br />10 <br />15 <br />20 <br />25 <br />Figure No. <br />Tests <br />A- 81_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014GF9-MW-01 <br />Static Water Level <br />Driller/Method: <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />110207 <br />Location: <br />Borehole Completion <br />1 of 1 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />Continuous Core <br />Boring Log <br />Depth <br />(ft) <br />Boring Number <br />No Recovery <br />Continuous Core Start/Finish Date <br />Depth / <br />Elevation <br />(feet) <br />Sampling Method: <br />Sheet <br />Description <br /> Everett, WA <br />Project Name: <br />Blows/ <br />6" <br />Ground Surface Elev. <br />9/6/2012 <br />PID <br />(ppm)