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Backfilled with medium <br />bentonite chips <br />GF-B-12-1-2.5 <br />GF-B-12-7.5-9 <br />Asphalt debris <br />Very moist, brown orange, mottled slightly silty gravelly <br />SAND (SP); poorly graded fine to medium sand <br />Becomes wet <br />Wet, dark gray, very sandy SILT (ML); poorly graded <br />fine sand, rapid dilatancy <br />Wood <br />Bottom of boring at 10' BGS <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 <br />AETPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />5 <br />10 <br />15 <br />Figure No. <br />Tests <br />A- 95_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014GF-B-12 <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 />6/28/2012 <br />PID <br />(ppm)