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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 />10/20 silica sand filter <br />pack <br />3/4" diameter PVC <br />pre-packed .001 slot <br />screen <br />Threaded cap <br />Slough and bentonite <br />REC1-MW-2-6-7 <br />REC1-MW-2-6.5 <br />Concrete <br />Void space <br />Moist, brown gravelly, SAND (SW); well graded fine to <br />coarse sand <br />Wood <br />Moist, brown, slightly gravelly SAND (SP); fine sand <br />No recovery <br />Moist, brown, slightly gravelly SAND (SP); poorly <br />graded fine to medium sand <br />Wet, gray, silty SAND (SM); fine sand <br />No recovery <br />Wet, gray, slightly gravelly SAND (SP); poorly graded <br />fine to medium sand, fine gravel <br />Bottom of boring at 20' BGS <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CC-1 <br />CC-2 <br />CC-3 <br />CC-4 <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- 171_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014REC1-MW-02 <br />Static Water Level <br />Driller/Method: <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />110207 <br />Location: <br />15 <br />10 <br />5 <br />0 <br />-5 <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.19.1 <br />9/4/2012 <br />PID <br />(ppm)