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 />4. Construction of service spi llway which consists of 20 feet <br />of 6-inch diameter CAP riser pipe with steel rod trash rack, <br />and 80 feet of 60-inch diameter CAP conduit. The existing <br />out let conduit would be tied into the new spi llway conduit <br />which will result in increased outlet flow capacity. <br /> <br />Construction of spillway Alternative No.2 will enable the Fuchs <br />Dam and Reservoir to pass the 18-hour 100-year spillway design flood <br />(SDF) with a freeboard of 0.4 feet, assuming that the service spillway <br />is not clogged, but its capacity reduced. Even if the service <br />spillway is assumed to be clogged and the capacity reduced 50 percent, <br />the SDF can still be accommodated in the reservoir with a freeboard of <br />0.1 feet below the minimum crest elevation of the dam. <br /> <br />Assumi ng that a 50 percent advance from CWCB is approved for <br />helping in construction of improvements, the additional $51,665 will <br />be pai d by Fuchs Ranches, Inc. The assumed advance wi II be pai d back <br />to CWCB over a peri od of 35 years at a 5 percent servi ce charge in <br />equal yearly installments of about $3,155. <br /> <br />Assuming that the CWCB advance is approved during the summer of <br />1982, then final design can be completed, and SED and USFS approva.ls <br />be obtained prior to the summer of 1983 when construction of the <br />improvements would occur. <br /> <br />- IX-2 - <br />