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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: 560.0 *feet <br /> Uco m z w Dropweight Cone Penetrometer Converted to <br /> a 2 F t F ¢ Standard Penetration Resistance <br /> ,i 5 w Z CO- F m A Blows per foot _O <br /> = 0 CO J J x co Ir Z I- <br /> H m co a a 3 W 8 j <br /> d o we <br /> W >- CO DESCRIPTION 0) co a 4. I- 0 w <br /> — 0 10 20 30 40 50 <br /> 0i cy, 4-inches of Bark and dark brown organic rich silt. <br /> SM \ (TOPSOIL) <br /> Loose to medium dense,olive brown,silty,fine grained <br /> SAND with fine subrounded gravel,moist. <br /> SM «(FILL) J- A t ♦ A <br /> • •••' Dense,olive gray,slightly silty,fine to medium grained <br /> - ''•••'' SAND with fine to coarse subrounded gravel,moist. ""`"' ` , j <br /> (GLACIAL TILL FILL) A <br /> ? <br /> Q ♦ <br /> Hand hole was terminated at 3 feet below ground surface <br /> due to ground water seepage at 3 feet below ground A <br /> - surface. A ............... _ <br /> . <br /> • <br /> 5— ♦ _ — 555 <br /> A <br /> A <br /> A - <br /> ♦ <br /> A <br /> • A <br /> .♦ <br /> - <br /> Z <br /> 10— • ♦— ♦.. — 550 <br /> 1 <br /> .... <br /> ♦ • <br /> =r. - <br /> • <br /> 15— <br /> 0 20 40 60 80 100 <br /> • <br /> . Water Content(%) <br /> Plastic Limit I--0-1 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 /> OMISeaway Transit Facility HH-5 <br /> Community Transit <br /> HWA.GEOSCIENCES INC. Everett, Washington PAGE: 1 of 1 <br /> PROJECT NO.: 2014-117-21 FIGURE: A-12 <br /> BORING-DSM 2014-117-21.GPJ 3/8/16 <br />