Laserfiche WebLink
3 <br />18 <br />30 <br />8 <br />16 <br />32 <br />0 <br />0 <br />0 <br />Becomes dense <br />Dense, wet, gray SAND (SP); trace silt, poorly graded <br />medium to coarse sand <br />0.5 inch bed organic SILT (ML); woody debris <br />Very soft, wet, brown, SILT (ML); slight hydrogen <br />sulfide odor <br />Bottom of boring at 31.5' BGS <br />0 <br />0 <br />0 <br />S-7 <br />S-8 <br />S-9 <br />Sampler Type: <br />Approved by: <br />Material <br />Type <br />Water Level (ATD) <br />Cascade Drilling / Hollow Stem Auger <br />MVPID - Photoionization Detector (Headspace Measurement) <br />25 <br />30 <br />35 <br />25 <br />30 <br />35 <br />Figure No. <br />Tests <br />A- 97_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014GF-B-14 <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 />2 of 2 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />3.25" OD D&M Split-Spoon <br />Ring Sampler <br />Boring Log <br />Depth <br />(ft) <br />Boring Number <br />No Recovery <br />Splitspoon 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 />5/23/2012 <br />PID <br />(ppm)