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• 14 - <br />of the spillway. This type of installation will result in some <br />• downstream erosion of the spillway channel and require periodic <br />maintenance. A 4-foot minimum wall depth is recommended. All <br />spillway channels will require ~~~aintenance following sustained <br />operation. <br />MISCELLANflDUS <br />This report has been prepared in accordance with generally <br />accepted soil and foundation engineering practices in this area for <br />use by the client for planning and permit submittal. The conclusions <br />and recommendations submitted in this report are 'based upon the data <br />obtained from the test pits and field observations conducted. The <br />nature and extent of variations between the test pits may not become <br />evident until excavation is performed. If, during construction, soil, <br />rock and ground water conditions appear to be different from those <br />described herein, re-evaluation of the recommendations should be made. <br />We recommend on-site inspection of the embankment and pond <br />construction by a qualified professional engineer familiar with the <br />subsoils at the site. <br />~,,;,,~, CHFN AND ASSOCIATES, INC. <br />E..° .NYC e 3n 1~ <br />~~., ~• o BY <br />~~..:~ r ~ er L. Barker <br />~J~ <br />~~ ~..~ ,_: ,Reviewed By ~~...,4°--~ <br />~` ~ ' -•3 ~'4~' Donald E. Bressler, P.E. <br />RLB/bn <br /> <br />