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11/1/2013 <br />8" Flush-mount <br />monument and <br />thermos cap <br />Concrete surface seal <br />0' to 1' <br />3/8" Hydrated bentonite <br />chips 1' to 3.75' <br />10/20 pre-pack Silica <br />sand filter pack 3.75' to <br />15' <br />2" Diameter PVC <br />pre-packed 10-slot <br />screen 4.75' to 14.75' <br />Threaded cap <br />GF9-MW-3-6 <br />GF9-MW-3-8 <br />GF9-MW-3-12 <br />Recycled demo debris <br />Slightly moist, gray, silty, SAND (SM); fine to medium <br />sand <br />No recovery <br />Slightly moist, dark gray, slightly gravelly, silty, SAND <br />(SM); fine to coarse sand, fine to coarse gravel <br />Wet, black, slightly sandy, SILT (ML); trace gravel <br />Wet, green gray, silty, SAND (SM); fine to coarse sand <br />Wet, black, silty, SAND (SM); fine to coarse sand <br />No recovery <br />Wet, black, slightly gravelly, SILT (ML) <br />Wet, green gray, SILT (ML); trace gravel <br />No recovery <br />Bottom of boring at 15 feet <br />CC-1 <br />CC-2 <br />CC-3 <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- 83_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014GF9-MW-03 <br />Static Water Level <br />Driller/Method: <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />110207 <br />Location: <br />15 <br />10 <br />5 <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 />Continuous Core 3"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.19.13 <br />11/1/2013 <br />PID <br />(ppm)