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I <br />I <br />n <br />m <br />m <br />m <br />t <br />*• <br />»• <br />m <br />I <br />Page 4 . #120 U-74 <br />typical soil profile consists of surficlal layers of black and dark colored <br />loaM« sandy ^oam, ^oamy sand and sandy clay loam. These soils are underlain <br />Kith sands containing varying amounts of gravel. The shallow auger borings P-1 <br />through P-6 were put dow at the actual locations of the percolation test*. <br />These borings Indicate the soil conditions are similar to those encountered <br />In borings A-1 through A-3. <br />Hater Levels <br />Hater level iReasurements were made in the borings and the data Is Included <br />on the logs. Ground water was encountered In all the borings except the <br />percolation borings which terminated above the water level. Seasonal and <br />annual fluctuations of the water level can be anticipated. The water levels <br />nay also be Influenced by the lake level. <br />CNGmEERING REVIEH <br />Project Infonaetlen <br />The following data represents our understanding of the project. It coigtrlses <br />an l^wrtant part of our engineering review. If, as the project develops, <br />there are changes from the stated values, we request that you contact us <br />for additional review. <br />Me iifi^rsttfld the proposed construction will consist of a two-story, wood- <br />frame house end a detached garage. The floor of tfw house will tm at <br />I