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<br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />6.3 Foundation Restoration <br /> <br />Based on the results of the field exploration program <br />indicating relatively high foundation permeability and probability <br />that this factor is a major contributor to the formation of <br />sinkholes, restoration of the dam foundation in the area of <br />historical sinkhole development has been determined to be <br />necessary. A foundation grouting program has been selected to <br />reduce seepage through the foundation and thereby reduce the <br />potential for continued sinkhole development in this area which <br />could eventually damage the. foundation and embankment sufficiently <br />to imperil dam safety. An effective grout curtain should reduce <br />seepage flows and lengthen seepage paths sufficiently in this <br />portion of the foundation to significantly reduce the opportunity <br />of reactivation of old sinkholes or development of new sinkholes. <br />The overall potential for sinkhole development in the area of <br />historical sinkhole activity which could impact dam safety should <br />be significantly reduced by the combined effects of a foundation <br />grouting program in conjunction with an outlet .conduit <br />rehabiliation program. <br /> <br />The remainder of the potential high seepage areas in the dam <br />foundation which were identified. during the field exploration <br />program will not be addressed in the proposed foundation <br />restoration program. These areas have no recorded history of <br />sinkhole development and may not be susceptible to this activity <br />for a wide range of possible reasons including tighter or less <br />continuous bedrock jOint patterns, lower hydraulic heads, less <br />erodible foundation and embankment materials and lower overall <br />hydraulic gradients. Although we feel that the present condition of <br />these areas does not warrant restoration work at this time, we <br />believe that it would be prudent to monitor these areas regularly <br />in the future to provide an accurate data base for long-term <br />performance compari sons and to mi nimi ze the potenti a 1 for <br />unexpected developments which could potentially impact dam safety. <br /> <br />-24- <br />