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Wayzata Country Club <br /> Project BL-08-03640 <br /> September 29, 2008 <br /> Page 4 <br /> Boring Surface Elevation Depth to Groundwater Groundwater Elevation <br /> Number (MSL) (feet) (MSL) <br /> ST-3 979 NE <br /> ST-4 960 5 955 <br /> ST-5 960 7 1/2 952 1/2 <br /> ST-6 963 2 961 <br /> ST-7 960 8 952 <br /> ST-8 960 7 1/2 952 1/2 <br /> Water levels were rounded to the nearest 1/2 foot. <br /> NE=Not Encountered <br /> MSL=Mean Sea Level <br /> B.3. Laboratory Results <br /> The moisture content of the samples tested was determined to vary from approximately 7 to 13 percent. <br /> Our mechanical analyses indicated that the samples tested contained approximately 14 to 26 percent silt <br /> and clay by weight. Copies of the grain size analysis are included in the Appendix. <br /> C. Discussion <br /> C.1. Design Details <br /> C.1.a. Proposed Improvements <br /> The project will include improvements to the 15th fairway. The fairway is currently used by golfers either <br /> on foot or in electric golf carts. Loads transmitted to the underlying soils are generally light. We do not <br /> anticipate changes to the current usage. <br /> C.1.b. Anticipated Grade Changes <br /> Existing ground surface elevations along the improvement area are at approximate elevation 960. We <br /> anticipate fills up to 5 feet along the fairway to stabilize existing conditions. <br /> C.1.c. Precautions Regarding Changed Information <br /> We have attempted to describe our understanding of the proposed construction to the extent it was <br /> reported to us by others. Depending on the extent of available information, assumptions may have been <br /> made based on our experience with similar projects. If we have not correctly recorded or interpreted the <br /> BRAUN <br /> INTERTEC <br />