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0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <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 />10/20 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 />S1 <br />S2 <br />S3 <br />5/1/2014 <br />Grass, roots, soil <br />Moist, dark brown, gravelly, sandy SILT (ML); fine <br />sand, fine gravel <br />No recovery <br />Moist, gray, gravelly, sandy SILT (ML); fine sand, fine <br />gravel <br />Wet <br />No recovery <br />Wet, gray, silty, sandy GRAVEL (GM); coarse, angular <br />sand, and angular crushed gravel <br />Wet, gray, sandy SILT (ML); fine sand, trace fine gravel <br />No recovery <br />Bottom of boring at 15' bgs <br />Approved by:_MONITORING WELL KIMBERLY CLARK-EVERETT.GPJ October 14, 2015Water Level (ATD) <br />Holt / Direct Push Probe-Limited Access <br />Location: <br />Static Water Level <br />Kimberly Clark <br />Project Number <br />Logged by: <br />Blows/ <br />6" <br />Depth <br />(ft) <br />Monitoring Well Construction Log <br />Project Name: <br />Sample <br />Type/ID <br />110207 <br />Material <br />Type <br />Continuous Core <br />Borehole Completion <br />5 <br />10 <br />15 <br />5 <br />10 <br />15 <br />Start/Finish Date <br />Depth / <br />Elevation <br />(feet) <br />Sheet <br />Description <br />SJG <br />Figure No. <br />Tests <br />A- <br />Well Number <br />Continuous Core <br /> Everett, WA <br />Sampler Type: <br />Driller/Method: <br />Top of Casing Elev. <br />AET/MML <br />No Recovery <br />1 of 1NRU-MW-102 <br />PID - Photoionization Detector <br />Depth to Water (ft BGS) <br />Sampling Method: <br />PID <br />(ppm) <br />Ground Surface Elev. <br />5/1/2014