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Mr. Gary Gleason, P.E. 5 January 17, 2001 <br /> GME Project No. 9256 . <br /> Soil Conditions <br /> The soil conditions we found in the borings are shown on the logs in the <br /> Appendix of this report . The conditions that we describe and discuss in <br /> this report are pertinent only at the boring locations and under the <br /> environment at the time of our field exploration. <br /> We encountered a topsoil layer consisting of dark brown to brown sandy <br /> silt with organic material and roots . ' The topsoil ranged from 1 to 2 <br /> feet thick. We encountered frost to a depth of 1 . 6 feet in the topsoil <br /> layer in �he underlying soils . <br /> Underlying the topsoil, we encountered granular soils ranging from silty <br /> sand with clay, to silty sand, to sandy silt and clayey silt . We also <br /> encounter�d occasional strata of silty clay with sand. The granular <br /> soils were loose to medium dense, with N-values ranging from 6 to 23 . <br /> T�e cohes�ve and semi-cohesive soils were generally stiff to very stiff . <br /> Gxoundwater Conditions � <br /> We did not encounter groundwater in our borings during or after <br /> completion of drilling. Based on the relatively permeable soils that we <br /> encountered, it is our opinion that these water level readings were <br /> representative of the groundwater conditions on the date of drilling. <br /> , OME CON8ULTANTS,INC. <br />