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RECOMMENDATIONS: <br />The compact, grey sand encountered in the borings below the fill and soft soil is <br />suitable for the support of the proposed structure. It is our opinion that these <br />soils are capable of supporting footings proportioned to exert a bearing pressure <br />of no more than 3000 pounds per square foot. Fill and soft soils should be <br />removed form the area of the proposed structure. <br />The footings and foundation walls shall be constructed from poured concrete. <br />Number four rebars will have to be run continuous with appropriate overlaps at <br />all joints in all basement walls. The reinforcing shall consist of four number four <br />rebars three inches above the bottoii, of the wall and four number four rebars at <br />least three inches below the top of the wall. The upper and lower groups of <br />rebar shall be separated vertically at least 3 feet. This reinforcement is in <br />addition to any vertical reinforcement that may be required by soil pressure <br />against the basement walls. <br />The lowest floor shall be no lower than 4' above the water table, elevation 933. <br />The siting of the dwelling shall also be in compliance with any other <br />requirements or restrictions tha. may apply to this lot. <br />