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0.0 <br />0.0 <br />0.0 <br />3/8" hydrated bentonite <br />chips <br />Crushed concrete and firebrick <br />Moist, brown silty, gravelly SAND (SM); fine gravel, fine <br />to medium sand <br />Moist, brown SAND (SP); trace fine gravel, medium <br />sand <br />Becomes gravelly at 5' <br />Becomes very moist at 7.5' <br />Grades to dark gray with biological odor <br />Sand grades finer with depth <br />Bottom of boring at 20' BGS <br />OMS-B-4-7.5 <br />OMS-B-4-11 <br />OMS-B-4-13.5S1S2S3 <br />S4Ground Surface Elev <br />Continuous Core <br />Boring Log <br />Depth <br />(ft) <br />PID <br />(ppm) <br />Boring Number <br />No Recovery <br />Continuous Core Start/Finish Date <br />Depth / <br />Elevation <br />(feet) <br />Sampling Method: <br />Sheet <br />Description <br /> Everett, WA <br />Project Name: <br />Sampler Type: <br />Approved by: <br />Drive/ <br />Recovery <br />(inches) <br />Material <br />Type <br />Water Level (ATD) <br />Holt / Direct Push Probe <br />MMLPID - Photoionization Detector (Headspace Measurement) <br />5 <br />10 <br />15 <br />20 <br />5 <br />10 <br />15 <br />20 <br />Figure No. <br />Tests <br />A-_ENV PROBE LOG KIMBERLY CLARK-EVERETT.GPJ October 14, 2015OMS-B-4 <br />Static Water Level <br />Driller/Method: <br />9/23/2015 <br />Sample <br />Type/ID <br />Depth to Water (ft BGS) <br />Borehole Completion <br />1 of 1 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />110207 <br />Location: