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Hydrated medium <br />bentonite chips <br />1 <br />5 <br />11 <br />15 <br />15 <br />25 <br />Becomes very stiff <br />Dense, wet, brown, silty SAND (SM); trace gravel, <br />poorly graded fine to medium sand, diamict fabric <br />present <br />Bottom of boring at 26.5' BGS <br />0 <br />0 <br />S-6 <br />S-7 <br />Sampler Type: <br />Approved by: <br />Material <br />Type <br />Water Level (ATD) <br />Cascade Drilling / Hollow Stem Auger <br />MVPID - Photoionization Detector (Headspace Measurement) <br />25 <br />30 <br />35 <br />25 <br />30 <br />35 <br />Figure No. <br />Tests <br />A- 90_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014GF-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 />2 of 2 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />Grab Sample <br />3.25" OD D&M Split-Spoon <br />Ring Sampler <br />Boring Log <br />Depth <br />(ft) <br />Boring Number <br />No Recovery <br />Splitspoon 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 />5/21/2012 <br />PID <br />(ppm)