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Hydrated bentonite <br />chip backfill <br />HB-B5-7 <br />Recycled demo debris <br />No recovery <br />Stiff, moist, black, slightly gravelly, sandy SILT (ML); <br />fine to medium sand, coarse subangualr gravel <br />Bottom of boring 8 feet Note: Density and consistency <br />was estimated based on sample observations. <br />CC-01 <br />CC-02 <br />Sampler Type: <br />Approved by: <br />Material <br />Type <br />Water Level (ATD) <br />Holt / Direct Push Probe <br />AHPPID - Photoionization Detector (Headspace Measurement) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />Figure No. <br />Tests <br />A- 103_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014HB-B05 <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 />Continous Core 2"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 />11/18/2013 <br />PID <br />(ppm)