Laserfiche WebLink
TABLE 23 <br />SEDIMENT POND DIMENSIONS <br />Pond No. <br />0~4- 005` ~2' ~° <br /> <br />Elevation of Upstream <br />Toe (Ft) 7,446 .00 1,450. 0 7,370 .0 7,428 <br />Elevation of 3 Year <br />Sediment Volume (Ft) 7,498 .03 7,453. 0 7,371 .3 7,438 <br />Elevation of 10 year <br />29 Hour Event (Ft) 7,449 .95 7,956. 0 7,?78 .2 7,451.75 <br />Elevation of Emergency <br />Spillway (Ft) 7,451 .20 7,957. 0 7,379 .5 7,452.75 <br />Elevation of Top of <br />Structure (Ft) ?,42 .00 7,459. 0 7,381 .5 7,459 <br />Elevation of Peak 25-year <br />29-hour Storm Flowing <br />at Design Depth 7,450 .06 1,953. 0 7,380 .5 7,455.85 <br />Freeboard (Ft) Between . <br />Dam Crest and 25-year <br />24-Hour Storm Flowing at <br />Design Cepth 1.94 1.00 1.00 3.25 <br />Width - Top of <br />Structure (Ft) 8' 12.0 12.0 15 <br />Upstream Slope <br />of Embankment 1V:3. 6H 1V:2H 1V:2H 1V:3H <br />Downstream Slope <br />of Embankment 1V:3. 8H 1V:3H 1V:3H 1V:2.SH <br />Elevation. of Top of <br />Primary Riser 7,950 .57 7,378 .5 7,451.75 <br />'1995 Survey <br />1981 Survey <br />'1985 As-Built <br />°1984 As-Built <br />SDes_gn Depth of 0.5 PMP Storm <br />Note: Calculations for Ponds 004, 005, and 007 are shown in <br />Exhibit 19. Design for Pond 008 are provided in Exhibit 20. <br />Pond 006 is now a process pond. <br />/~4I(~G 2.05-16 (revised 8/29/97) <br />