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Backfilled with medium <br />bentonite chips <br />NRP-B-7-9-10 <br />NRP-B-7-19-20 <br />Asphalt, post-holed to 1' because of utilities <br />Moist, brown, silty, sandy GRAVEL (GM); fine angular <br />gravel <br />Concrete rubble 3.25' to 4' <br />Moist, very silty, very sandy GRAVEL (GM); poorly <br />graded fine-to-coarse angular gravel <br />Very moist, gray SAND (SP); poorly graded <br />fine-to-medium sand, strong petroleum-like odor, heavy <br />rainbow and bleb sheen <br />Numerous organics at 9' <br />Wet, dark gray, very silty SAND (SM); fine sand <br />Wet, gray, SAND (SP); fine sand, trace organics <br />Wet, dark gray, very silty SAND (SM); fine sand <br />Wood at 19.75' <br />Bottom of boring at 20' BGS <br />0 <br />0 <br />0 <br />0 <br />0 <br />6.7 <br />10.8 <br />15.1 <br />109.8 <br />10.8 <br />10.7 <br />7.1 <br />7.1 <br />6.8 <br />5.0 <br />10.1 <br />12.1 <br />10.1 <br />10.1 <br />7.1 <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 <br />MARPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />20 <br />5 <br />10 <br />15 <br />20 <br />Figure No. <br />Tests <br />A- 126_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014NRP-B-07 <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 />6/1/2012 <br />PID <br />(ppm)