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Tri-County Gravel Huddlemn-Berry <br />#576-07 <br />12/19/07 r,Ka.waar rmk i.ec <br />However, in evaluating the. global stability of the dike, HBET recommends that the loose <br />saturated soils at the bottoms of B-1 and B-2 be considered separately. For these soils, HBET <br />recommends the following parameters: <br />Loose Sand and "Silt Soils <br />y = 105 pcf <br />?=25 <br />C = 0 psf <br />General Notes. <br />The conclusions and :recommendations included above are based upon the results of the <br />subsurface investigation and on our local experience. These conclusions and recommendations <br />should only be considered valid in the :context of the limits of the investigation. <br />We are pleased to be of service to your project. Please contact us if you have any questions or <br />commentsregarding the.contents of this report. <br />Respectfully Submitted: <br />Testing, LLC. <br />ZA2607 Projectsk576707 Tri County Dike United Gornpanes 12W - GcxJ1576-07 LR121807.dUc 3 <br />Michael A. Berry, P.E. <br />Vice President of Engineering,