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0.03/8" hydrated bentonite <br />chips <br />Moist, brown, slightly gravelly SAND (SP); trace silt, <br />fine subrounded gravel, fine sand <br />Black crystalline material present from 2' to 2.25' BGS <br />Refusal on concrete slab at 5' BGS (bottom of boring) <br />OMS-B-5-2 <br />OMS-B-5-3S1 Ground Surface Elev <br />Continuous Core <br />Boring Log <br />Depth <br />(ft) <br />PID <br />(ppm) <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 />Sampler Type: <br />Approved by: <br />Drive/ <br />Recovery <br />(inches) <br />Material <br />Type <br />Water Level (ATD) <br />Holt / Direct Push Probe <br />MMLPID - Photoionization Detector (Headspace Measurement) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Figure No. <br />Tests <br />A-_ENV PROBE LOG KIMBERLY CLARK-EVERETT.GPJ October 14, 2015OMS-B-5 <br />Static Water Level <br />Driller/Method: <br />9/23/2015 <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />Borehole Completion <br />1 of 1 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />110207 <br />Location: