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11/14/2013 <br />Hydrated bentonite <br />chip backfill <br />REC2-B20-1 <br />REC2-B20-6 <br />REC2-B20-12 <br />Medium stiff, slightly moist, dark gray, silty, gravelly, <br />SAND (SM) <br />Crushed crystalline rock <br />Stiff, moist, gray, slightly gravelly SILT (ML) <br />No recovery <br />Soft, wet, gray, sandy gravelly SILT (ML); fine to <br />medium sand <br />Becomes slightly gravelly <br />Stiff, moist, light brown and dark brown, organic SILT <br />(OL), with woody debris <br />Stiff, wet, black SILT (ML), with woody debris <br />No recovery <br />Stiff, moist, black and brown, organic SILT (OL) <br />Dense, wet, gray, slightly silty SAND (SW-SM); fine to <br />coarse subangular sand <br />No recovery <br />Bottom of boring 15 feet Note: Density and <br />consistency was estimated based on sample <br />observations. <br />0 <br />0.2 <br />0 <br />0 <br />0 <br />0.2 <br />0.8 <br />0.7 <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- 203_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014REC2-B20 <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 />11/14/2013 <br />PID <br />(ppm)