Laserfiche WebLink
Backfilled with medium <br />bentonite chips <br />GF-B-10-1-2.5 <br />GF-B-10-7.5-9 <br />1 <br />1 <br />3 <br />1 <br />2 <br />3 <br />3 <br />4 <br />5 <br />2 <br />3 <br />2 <br />5 <br />7 <br />14 <br />Concrete <br />Loose, moist, brown-gray, silty SAND (SM); poorly <br />graded fine sand <br />Medium stiff, moist, brown, sandy SILT (ML) <br />Loose, moist, gray, silty SAND (SM) <br />Stiff, wet, brown, sandy SILT (ML) <br />Loose, wet, gray, SAND (SP); trace silt, poorly sorted <br />medium to coarse sand <br />Becomes slightly gravelly and medium dense <br />0 <br />0 <br />0 <br />0 <br />0 <br />S-1 <br />S-2 <br />S-3 <br />S-4 <br />S-5 <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 />5 <br />10 <br />15 <br />5 <br />10 <br />15 <br />Figure No. <br />Tests <br />A- 93_ENV BORING LOG KIMBERLY CLARK-EVERETT.GPJ July 31, 2014GF-B-10 <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 />1 of 2 <br />Logged by: <br />SJG <br />Kimberly Clark <br />Project Number <br />Grab Sample <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 />5/24/2012 <br />PID <br />(ppm)