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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 /> U) m U ^ w Non-Standard Penetration Test <br /> tg� a u F ¢ (17 .6 Ib.weight,22.6"drop) Z <br /> J p z in L p A Blows per foot O <br /> 2 O J J of z ~ <br /> Co Un d d w D j <br /> a 2 U 2 2 z a = O w <br /> UJ <br /> U) D DESCRIPTION cq U) a O (D w <br /> 0 10 20 30 40 50 <br /> 0 [TOP SOIL] <br /> Dark brown,garden soil. <br /> SIM S-1 <br /> [FILL] <br /> Medium dense,dark yellow brown with rust mottling, g_2 <br /> gravelly,silty SAND,moist.With trace of roots. -� <br /> Medium dense,yellow brown,very gravelly,less silty <br /> SAND,moist.With trace of roots. <br /> AAj <br /> Grades to olive brown. O S-3 <br /> A <br /> SP Dense,olive brown,very gravelly,clean to slightly silty,fine O S 4 =A <br /> to coarse SAND,moist. <br /> SZ <br /> 5 ML [WHIDBEY FORMATION] O S-5 A <br /> ....: <br /> Stiff to very stiff,light yellow brown with faint red mottling, <br /> slightly gravelly,sandy SILT,moist.With trace of organic O S-6 <br /> material. <br /> Grades to slightly gravelly. <br /> Borehole was terminated at 5.6 feet below ground surface <br /> (bgs).Perched water was observed at 4.75 feet bgs. A <br /> , A <br /> AAA <br /> AtAA <br /> A A <br /> 10- <br /> 15- <br /> 0 <br /> 0150 20 40 60 80 100 <br /> Water Content(%) <br /> Plastic Limit 1--0 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 /> BORING: <br /> 1 <br /> Lorentz Rockery Replacement HH-1 <br /> HMGEOSCIENCES INC Everett, Washington PAGE: 1 of 1 <br /> PROJECT NO.. 2014-162-21 FIGURE: A-2 <br /> BORING-DSM 2014-162-21.GPJ 10/29/14 <br />