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3/8" hydrated bentonite <br />chips GF9-B-01-3-3.5 <br />GF9-B-01-6-7 <br />GF9-B-01-9-9.5 <br />Asphalt <br />Moist, brown SAND (SW); fine to coarse sand <br />Moist, dark brown, gravelly, silty SAND (SM) <br />Moist to wet, brown, gravelly SAND (SP); poorly graded <br />fine to medium sand <br />No recovery <br />Wet, dark brown to dark gray, gravelly SAND (SP); <br />poorly-graded fine-to-medium sand, numerous organics <br />Wet, dark brown to black PEAT (PT) <br />No recovery <br />Bottom of boring at 10' BGS <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 />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- 78_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014GF9-B-02 <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)