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Backfilled with medium <br />bentonite chips REC2-B-4-1.5-2.5 <br />REC2-B-4-4-5 <br />REC2-B-4-6.5-7.5 <br />Asphalt <br />Very moist, brown to black GRAVEL (GP); fine <br />subangular to angular gravel; slight petroleum-like odor <br />and bleb sheen <br />Very moist, gray SAND (SP); poorly graded <br />fine-to-medium sand <br />Wet at 3.5' BGS <br />Trace gravel, fine sand from 7' to 9.5' BGS with shell <br />fragments <br />Fine sand interbedded with medium sand; shell <br />fragments from 11' to 13' BGS <br />Bottom of boring at 15' BGS <br />9.5 <br />11.8 <br />1.2 <br />1.3 <br />1.2 <br />0.3 <br />0.3 <br />0.3 <br />0.3 <br />0.3 <br />0.3 <br />0.3 <br />0.3 <br />0.3 <br />0.3 <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 <br />MARPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />5 <br />10 <br />15 <br />Figure No. <br />Tests <br />A- 187_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014REC2-B-04 <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 />5/23/2012 <br />PID <br />(ppm)