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Mr. Rich Kieman 2 March 1, 1999 <br /> GME Project No. 8216 <br /> Test Pit 1 (East of Northeast Corner) - Surface Elevation Approximately <br /> 1012 feet. <br /> 0' - 2 ' - Brown clayey sand/sandy clay fill . SCP test <br /> result 3 . 5 tsf . <br /> 2 ' - 6' - Brown and gray mottled silty clay, trace sand. <br /> SCP test 4 tsf . <br /> Test Pit 2 (East of Southeast Corner) - Surface Elevation Approximately <br /> 1014 feet. <br /> 0' - 2 ' - Surface vegetation over 2 feet black sandy clay <br /> topsoil . <br /> 2 ' - 3 ' - Brown clayey sand fill . SCP test result 2 . 5 <br /> tsf . <br /> 3 ' - 5' - Brown and gray mottled silty clay, trace sand. <br /> SCP test results 4 . 0 tsf . <br /> Test Pit 3 (West of Southwest Corner) - Surface Elevation Approximately <br /> 1016 feet. <br /> 0' - 1 . 5' - Surface vegetation and black silty clay <br /> topsoil . <br /> 1 . 5' - 8 ' (West End) - Brown and gray wet sandy clay fill (existing <br /> water main backfill) . <br /> 1 . 5' - 2 . 5' (East Side) - Brown clayey sand fill . <br /> 2 . 5' - 4 ' (East Side) - Naturally-occurring brown and gray mottled <br /> silty clay trace sand. SCP test result 3 . 5 <br /> tsf . <br /> Test Pit 4 (West of Northwest Corner) - Surface Elevation Approximately <br /> 1015 feet. <br /> 0' - 3 ' - Brown clayey sand (possible fill) . SCP test <br /> 3 . 5 tsf . <br /> 3 ' - 4 .5' - Brown and gray mottled silty clay, trace sand. <br /> SCP test result 4 . 0 tsf . <br /> The contractor has scraped off the topsoil present within the building <br /> pad. The base soil was not frozen, and consists of either existing fill <br /> or naturally-occurring soil consisting of brown clayey sand/sandy clay. <br /> I observed loaded tandem-axle trucks running over the subgrade soil, <br /> indicating no deflection and approximately 1/2 inch to 1 inch of rutting. <br /> Based on my observations, it is my opinion these soils are suitable for <br /> slab support, or placement of fill for slab support . <br /> GME CONSULTANTS,INC. <br />