Laserfiche WebLink
<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 />I <br /> <br />Table A-3, in Appendix A, presents the existing spillway rating <br />with the spillway crest at 202.2 feet (gage height 17.2). The cross <br />section of the existing spillway is shown on Figure A-I in Appendix A. <br />The maximum flow capacity of the existing spillway at a water eleva- <br />tion surface of 206.4 (minimum crest elevation of dam) is about <br />400 cfs. <br /> <br />The outlet facilities consist of concrete inlet with trashrack, <br />and an IS-inch CMP outlet pipe (see Figure B-1 in Appendix B). The <br />outlet capacity curve is shown on Figure A-4 in Appendix A. <br /> <br />- IV-2 - <br />