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DRILLING COMPANY: HWA GeoSciences Inc. DATE STARTED: 2/2/2016 <br /> DRILLING METHOD: Hand Bucket Auger DATE COMPLETED: 2/2/2016 <br /> SAMPLING METHOD: Non Standard Penetration Test(DCP) LOGGED BY: S.Pemble <br /> LOCATION: See Figure 2 SURFACE ELEVATION: 575.0 *feet <br /> m z w Dropweight Cone Penetrometer Converted to <br /> v 0_ g N I- Q Standard Penetration Resistance <br /> p Z v, 1....u. o ♦ Blows per foot a <br /> = m co a -62 e4 3 j 0) <br /> a. m . o <br /> w6 <br /> o~' ai 7 DESCRIPTION can can a s O 0 w <br /> 0 10 20 30 40 50 <br /> :. SM Medium dense to dense,olive brown,silty,fine to medium <br /> grained SAND with fine subrounded gravel and cobbles, A <br /> moist. A <br /> (GLACIAL TILL FILL) A <br /> A <br /> A A <br /> .--. <br /> A <br /> :: :. SM Medium dense to dense,olive gray,silty,fine to medium <br /> •• grained SAND with fine subrounded gravel and cobbles, <br /> moist. > <br /> II <br /> A <br /> A <br /> A <br /> »2 <br /> Hand hole was terminated at 3.3 feet below ground surface >> <br /> due to practical refusal on cobble.No ground water <br /> seepage was observed during the exploration. <br /> 5— — 570 <br /> 0 20 40 60 80 100 <br /> Water Content(%) <br /> Plastic Limit 1-11-1 1-- I Liquid Limit <br /> NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content <br /> and therefore may not necessarily be indicative of other times and/or locations. <br /> Hand Hole <br /> Seaway Transit Facility HH-4 <br /> 1 Community Transit <br /> HWAGEOSCIENCES INC, Everett, Washington PAGE: 1 of 1 <br /> PROJECT NO.: 2014-117-21 FIGURE: A-1 <br /> BORING-DSM 2014-117-21.GPJ 3/8/16 <br />