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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 wa g 1_ m H F Standard Penetration Resistance <br /> -J 2 v 2 I. <br /> Z <br /> 5 Z roc F o •♦ Blows per foot O <br /> cn w w w� F- <br /> H.� m Cl) d d Q_.y W 7 Q <br /> W 00i >- U/) < < Z o 2 O �j� <br /> a= rn D DESCRIPTION u¢i w W. H 0 w <br /> 0 10 20 30 40 50 <br /> 0— :. SM Dense to very dense,olive gray,silty,fine to medium <br /> grained SAND with fine subrounded gravel and cobbles, <br /> moist. <br /> (GLACIAL TILL FILL) ! <br /> • AA <br /> A. <br /> A <br /> A <br /> A • <br /> A • <br /> 1>A <br /> I <br /> >>A <br /> _ <br /> 33 <br /> Hand hole was terminated at 3.5 feet below ground surface ii <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 i--•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-3 <br /> iLMCommunity Transit <br /> HWAGEOSCIENCESINC. Everett, Washington PAGE: 1 of 1 <br /> PROJECT NO.: 2014-117-21 FIGURE: A-10 <br /> BORING-DSM 2014-117-21.GPJ 3/8/16 <br />