Record Details
page 4-103
Digital Collections at BYU
| Field | Value |
|---|---|
| Title | page 4-103 Final environmental impact statement on the Provo River Restoration Project, page 4-103 |
| Coverage | Electronic reproduction; |
| Format | 4-103 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; 13.39 1339 please refer to comment response 13.11 1311 13.40 1340 where it is consistent with the required geomorphic platform characteristics existing features such as existing natural banks have been incorporated into the conceptual design as much as possible one of the primary objectives of the final design will be to integrate the proposed features as closely as possible with existing topography riverine features vegetation and habitat resources preservation of riparian vegetation is paramount to a successful project where required topographic changes necessitate tree removal as much of the remaining root wad as possible would be left intact to provide stability portions of root wads which would have to be removed would be salvaged for use in bank protection please refer to section 171.1 1711 and 173.1 1731 in chapter I 1 1 of the draft EIS 13.41 1341 use of large rocks on outside bends in a manner which would prevent development of good fish habitat would only occur where potential channel migration could not be tolerated chapter 1 section 171.1 1711 paragraph 7 of the draft EIS describes bank features and some of the measures which would be taken to provide adequate habitat conditions even when stability is of primary importance 13.42 1342 if the bank would remain intact trees would not be removed if the bank would not remain intact and trees would have to be removed as much as possible of the root wad below the final grade line would be left intact root wads which would have to be removed would be salvaged for use in bank stabilization 13.43 1343 the rock weir shown in chapter 1 figure 19 1 9 of the draft EIS would have a depressed center section which would allow for bedload movement as well as assist in fish passage this does not show up in the two views shown in the figure the PRRP technical report CUWCD 1994 describes rock weirs in more detail 13.44 1344 this graphic and others similar to it in this section was derived from a clearwater biostudies Bio studies inc me graphic and should be considered to be very conceptual final design of habitat enhancement structures for the instream In stream structures alternative would accommodate the concerns voiced in this comment as well as those received from other commentors com mentors 4103 4 103 |
| Identifier | http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/6840 |
