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<br />. , <br /> <br />, " <br /> <br />. <br />" <br /> <br />2.2.4 <br /> <br />. <br /> <br />. <br /> <br />For cost estimating purposes, we have assumed that <br />SP and resistivity surveys will be run along the dam <br />alignment. Resistivity soundings will also be conducted <br />at selected locations to better define the geologic <br />column. <br /> <br />Drillinq, Samplinq and Field Testing <br /> <br />The proposed dri 11 ing program consists of from six <br />to eight boreholes located on the existing dam and <br />impoundment bottom. The purpose of the dri 11 i ng program <br />is to determine the subsurface stratigraphy, engineering <br />classifications and engineering properties for the <br />materials in the embankment and its foundation. Samples <br />of these materials will be taken at selected intervals <br />and depths for field classification purposes and later <br />laboratory testing. Field permeability tests using <br />borehole packers and flow meters will be conducted at <br />various depths in selected boreholes to evaluate the <br />relative permeability of the various strata. The test <br />results will be used to develop a conceptual model of the <br />possible subsurface flow patterns which are possibly <br />related to the historical sinkhole development. If water <br />losses during the permeability testing are large, dye <br />injection tests may be conducted at selected depths in an <br />attempt to determine the flow path(s) and possible outlet <br />, <br />points. <br /> <br />The proposed boreholes are located either on the dam <br />crest or on the impoundment bottom near the outlet <br />conduit. The borehole pattern will be refined based on <br />the results of the backhoe test pit and surface <br />geophysical investigations to maximize the efficiency and <br />minimize the costs of the drilling program. Borehole <br />depths are expected to range from 40 to 100 ft with a <br />maximum embankment penetration of approximately 70 ft and <br /> <br />-8- <br />