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LOG OF TEST PIT NO. TP-7 <br />FIGURE A-8 <br />PROJECT NAME: PROJ. NO: 342 LOGGED BY: AJD <br />LOCATION: Ey _W"bjngj0n SURFACE CONDS: fMsLQuff APPROX. ELEV. 531 Feet <br />DATE LOGGED: December 29. 2015 DEPTH TO GROUNDWATER: N!A DEPTH TO CAVING: _WA <br />C <br />12 <br />� <br />� <br />Z <br />r <br />DESCRIPTION <br />CONSISTENCY/ <br />RELATIVE DENSITY <br />9 <br />a <br />I- <br />REMARKS <br />d <br />(12 inches of ORGANICS) <br />1— <br />Brown silty SAND, fine to medium grained, moist. (SM) <br />2— <br />Medium Dense <br />14.2 <br />1 <br />3- <br />4— <br />Gray silty SAND, scattered gravel, fine to�medium <br />grained, moist, Tightly to moderately cemented. <br />5 <br />(SM) (Glacial Till) <br />6 <br />*48-inch boulder observed at approximately 6 feet. <br />10.6 <br />2 <br />7 <br />Dense <br />8 <br />9- <br />10— <br />*Soil becomes well cemented below 10 feet. <br />11— <br />12- <br />Very Dense <br />13- <br />14— <br />Gray SAND with silt and gravel, fine to medium grained, <br />15— <br />dry, trace inclusions of hard sift. <br />4.9 <br />3 <br />(SW-SM) (Advance outwa'sh) <br />Dense <br />16— <br />17 <br />Test pit terminated at approximately 17 feet. <br />18— <br />No groundwater seepage observed. <br />19 <br />20 <br />Terra <br />NOTE: This subsurfece information pertains only to this test pit location and should <br />Associates, Inc. <br />not be interpreted as being indicative of other locations at the site. <br />Consultants In Geotechnical Engineering <br />Geology and <br />Environmental Earth Sciences <br />L-q 1-1 J, <br />