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10/30/2013 <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 4' <br />20/40 pre-pack Silica <br />sand filter pack 4' to 15' <br />2" Diameter PVC <br />pre-packed 10-slot <br />screen 5' to 15' <br />Threaded cap <br />OPS-MW-1-5.5 <br />OPS-MW-1-7 <br />OPS-MW-20-7 <br />OPS-MW-1-14 <br />Recycled demo debris <br />Brick rubble <br />Moist, brown, gravelly, very sandy, SILT (ML); fine to <br />medium sand <br />Moist, gray, SAND (SP); medium to coarse sand <br />Moist to wet, brown gray, slightly silty, SAND (SP-SM); <br />fine sand, trace gravel <br />Wet, dark gray, SAND (SP); fine sand <br />No recovery <br />Wet, dark gray, SAND (SW); fine to coarse sand, trace, <br />fine gravel <br />Wet, dark gray, SAND (SP); fine to medium sand, <br />predominantly medium <br />Bottom of boring at 15 feet <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <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 />AETPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />5 <br />10 <br />15 <br />Figure No. <br />Tests <br />A- 151_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014OPS-MW-01 <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.17.71 <br />10/30/2013 <br />PID <br />(ppm)