Record Details
page 265
Digital Collections at BYU
| Field | Value |
|---|---|
| Title | page 265 Final Environmental Statement : authorized Bonneville, Unit, Central Utah Project, Utah : Appendix A Review Comments, page 265 |
| Coverage | Electronic reproduction; |
| Source | United States. Bureau of Reclamation |
| Publisher | Brigham Young University |
| Date | 2005-10-14 |
| Format | 265 text/PDF |
| Rights | Brigham Young University; http://lib.byu.edu/about/copyright/generic.php Public Domain Public |
| Language | English; eng; en |
| Relation | Central Utah Project; Western Waters Digital Library; leslie atlen alien allen atten atteo jones page 7 provo river from 01 olmstead instead diversion dam to rotary park 1 13 miles by river through a deep canyon by bridal veil falls with p parks ks and a highway bordered with cottonwoods cotton woods con conifers ifers cifers and some brush is a NK B continuous 4 5 6 8 kayak run season and flow from about ap apa rl 15th at about 200 cfs cs to about september 15th at about 100 cfs cs 6 months with about 400 cfs cs in may and june best flow about 200 cfs cs channel obstructions rocks with one twisting falls watch for glass when afoot 100 analyzed CUP impact see comments under dee creek murdock diversion run may be further stabilized so as to prevent any dry months provo river rotary park to power plan dam 4 12 miles by river through a narrow rocky channel chann 8 .8 and canyon with cottonwood brush and conifers hiding the highway is a 0 B continuous 3 4 5 kayak run season and flow same as from olmstead to rotary park best flow 250 cfs cs channel jams jems jerns few landings due to brush corner into railroad bridge with log jams or several foot bridges or fallen trees continuous rapids 100 analyzed CUP impact same as olmstead rotary park murdock diversion to provo reservoir canal 560 cfs cs to 170 cfsin casin cfs cs in winter provo river from power plant bridge to utah lake 9 12 miles by river through the city of provo and some farm areas with cottonwood and brush mostly hidirs hidirl hiding the town thus isolating the river this run is a and C semi continuous 2 3 kayak or canoe run season and flow from aboulmay abo u nay may first at 300 cfs cs to about july first at 300 cfs cs 3 months with about 1000 cfs cs maximum best flow 400 cfs cs channel jams watch for several fallen fatten failen trees and wires one dam may be run a second one near the freeway is dangerous and must be portaged from above the bridges A diversion dam below may be run with inspection spec tion 100 analyzed CUP would eliminate this run by reducing flows from 10 to 1000 cfs cs 265 |
| Identifier | http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/6221 |
