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11/13/2013 <br />Hydrated bentonite <br />chip backfill <br />PM-B4-2 <br />PM-B4-5.5 <br />PM-B4-8 <br />PM-B4-10.5 <br />Recycled demo debris <br />Loose to medium dense, slightly moist, brown SAND <br />(SW); fine to coarse sand <br />No recovery <br />Loose to medium dense, slightly moist, brown SAND <br />(SW); fine to coarse sand <br />Medium dense, moist, grayish brown, SAND (SP); <br />coarse subangular sand <br />Stiff, moist, gray SILT (ML) <br />No recovery <br />Loose, wet, brown, slightly gravelly, silty SAND (SM) <br />Stiff, wet, gray, slightly sandy SILT (ML) <br />Loose, wet, brown, slightly gravelly, silty SAND (SM) <br />Stiff, wet, gray, slightly sandy SILT (ML) <br />Medium dense, wet, gray, silty SAND (SM) <br />Bottom of boring 15 feet Note: Density and <br />consistency was estimated based on sample <br />observations. <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CC-01 <br />CC-02 <br />CC-03 <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 />5 <br />10 <br />15 <br />5 <br />10 <br />15 <br />Figure No. <br />Tests <br />A- 155_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014PM-B04 <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 />11/13/2013 <br />PID <br />(ppm)