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DRILLING COMPANY: HWA GeoSciences E STARTED: 10/17/2014 <br /> DRILLING METHOD: DATE COMPLETED: 10/17/2014 <br /> SAMPLING METHOD: Hand Auger and Dynamic Cone Penetrometer LOGGED BY: S.Ramos <br /> LOCATION: See Figure 2 <br /> UU) m z _ w Non-Standard Penetration Test <br /> a Z) F U F- Q (17.6 Ib.weight,22.6"drop) Z <br /> J p Z U) F o A Blows per foot O <br /> = Q cn LLI LU <br /> -j -j of m Z H <br /> M cn o_ o- N w Z) Q <br /> m o Of w <br /> o w Cn Z) DESCRIPTION cp U) a- a O w <br /> 0 10 20 30 40 50 <br /> 0 [TOP SOIL] A A <br /> SM (FILL] O S"1 : A AA <br /> Medium dense,olive brown,gravelly,slightly silty,fine to <br /> SM medium SAND,moist. A <br /> (ADVANCE OUTWASH] A <br /> Medium dense to dense,olive brown,slightly silty to silty, 0 S-2 <br /> fine to medium SAND,moist. !_ <br /> ------------------ A <br /> SP Dense,olive brown,gravelly,slightly silty to clean,fine to <br /> medium SAND,moist. <br /> 5 <br /> Borehole was terminated at 4.2 feet below ground surface <br /> (bgs).Ground water seepage was not observed in the <br /> borehole. <br /> 10 <br /> 15- <br /> 0 20 40 60 80 100 <br /> Water Content(%) <br /> Plastic Limit 1Liquid 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 /> BORING: <br /> Lorentz Rockery Replacement HH-3 <br /> HMGEOSCIENCES INC. Everett, Washington PAGE: 1 of 1 <br /> PROJECT NO.: 204-162-21 FIGURE: A-4 <br /> BORING-DSM 2014-162-21.GPJ 10/29/14 <br />