Laserfiche WebLink
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 /> gCoz w Non-Standard Penetration Test <br /> J a. U Q (17.6 Ib.weight,22.6"drop) z <br /> p z rn c H p .Blows per foot OW Li _ <br /> = O U) J J (Y Se or Z ~ <br /> o 2 U �i 2 -2 = O w Z <br /> W >_ (n Q Q W— I— x J � <br /> ❑ cn Z) DESCRIPTION rn O o_ g O c7 0 10 20 30 40 50 w <br /> 0 ° [TOP SOIL] <br /> i/.,�i Dark brown,garden soil A- <br /> SM [FILL] 0 S-1 <br /> Loose,dark gray,fine gravelly,slightly silty,fine to coarse <br /> SAND,moist. A <br /> . <br /> . <br /> ML [WHIDBEY FORMATION] 0 S-2 A <br /> Very stiff,light yellow brown with faint red mottling,slightly <br /> gravelly,sandy SILT,moist.With trace of organic material. <br /> Alk <br /> AA A <br /> Borehole was terminated at 3.6 feet below ground surface <br /> 5 (bgs). Ground water seepage was not observed in the A <br /> borehole <br /> r <br /> :A <br /> fA <br /> ,o <br /> 15 <br /> 0 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 /> BOA Lorentz Rockery Replacement HH-2 <br /> EMGEOSCIENCES INC. Everett, Washington PAGE: 1 of , <br /> PROJECT NO.: 2014-162-21 FIGURE: A-3 <br /> BORING-DSM 2014-162-21.GPJ 10/29/14 <br />