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LOG OF TEST PIT NO. 1 FIGURE A-2 <br /> PRO hts PROD. NO: T 6001 LOGGED BY: MMC <br /> LOC ShiRglon SURFACE CONDS: APPROX.ELEV: <br /> DAT er 3.2006 DEPTH TO GROUNDWATER: 2 Foot DEPTH TO CAVING: WA <br /> z <br /> CONSISTENCY! <br /> z <br /> _ <br /> DESCRIPTION CREMARKS <br /> a RELATIVE DENSITY <br /> Si 4 <br /> ❑ N U <br /> U <br /> O <br /> 4 <br /> Dark brown silty SAND with organics. (TOPSOIL) <br /> Loose <br /> 1 Red tan silty SAND,fine grained,moist to wet. (SM) Loose to Dense 42.6 <br /> Tan silty SAND,fine grained,wet,mottled. (SM) <br /> 2 Medium Dense 26.4 <br /> 5 Gray silty SAND with some gravel,well sorted,small Dense to <br /> 3 cobble,moist. (SM) (Till-like) <br /> Very Dense 6.3 <br /> 1 - <br /> Test pit terminated at 7 feet. <br /> Perched light groundwater seepage observed at 2 feet. <br /> 10- <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. ti Consultants In Geotechnical Engineering <br /> Geology and <br /> Environmental Earth Sciences <br />