Laserfiche WebLink
I <br /> I LOG OF TEST PIT NO. TP-8 FIGURE A-9 <br /> IPROJECT NAME: Riverside Business Pack PROJ.NO: T-7388 LOGGED BY: KR <br /> LOCATION: Everett.Washington SURFACE CONDS: $parse Grass APPROX.ELEV: 20_Feet <br /> I DATE LOGGED: March 7,2016 DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING: 3 to 8 Feet <br /> i <br /> H <br /> Z <br /> I x DESCRIPTION CONSISTENCY! a REMARKS <br /> a. RELATIVE DENSITY <br /> ~ <br /> W <br /> 0 N 0 <br /> V <br /> 0 <br /> a. <br /> I <br /> - <br /> ' FILL:gray-brown silty fine sand with few gravel inclusions, <br /> few organics, moist. (SM) <br /> 2— <br /> I <br /> 3— 11.5 <br /> 4- <br /> 1 <br /> 5— <br /> ' Increasing organics at 5 to 6 feet. Medium Dense <br /> 6— <br /> I <br /> 7— 10.3 <br /> 8 18-inch boulder at 8 feet. <br /> I 9— <br /> Brown-gray medium SAND with silt,few gravel inclusions, <br /> I10— moist. (SP-SM) <br /> Iii — <br /> Test pit terminated at approximately 11 feet. <br /> No groundwater seepage observed. <br /> 12— Minor caving 3 to 8 feet. <br /> 1 13— <br /> ' 14- <br /> 15- <br /> ' Terra <br /> NOTE This subsurface information pertains only to this test pit location and should Associates, Inc. <br /> not be interpreted as being indicative of other locations at the site. Consultants in Geotechnical Engineering <br /> I <br /> Geology and <br /> Environmental Earth Sciences <br /> I <br />