FY 2002 Blue Mountain proposal 27013
Contents
Section 1. General administrative information
Section 2. Past accomplishments
Section 3. Relationships to other projects
Section 4. Budgets for planning/design phase
Section 5. Budgets for construction/implementation phase
Section 6. Budgets for operations/maintenance phase
Section 7. Budgets for monitoring/evaluation phase
Section 8. Budget summary
Reviews and Recommendations
Additional documents
Title | Type |
---|---|
27013 Narrative | Narrative |
27013 Sponsor Response to ISRP | Response |
27013 Powerpoint Presentation | Powerpoint Presentation |
Section 1. Administrative
Proposal title | Grande Ronde River Stream Restoration - La Grande, Oregon |
Proposal ID | 27013 |
Organization | Union County and Union Soil and Water Conservation District (Union Co, OR/Union SWCD) |
Proposal contact person or principal investigator | |
Name | Hanley Jenkins, II |
Mailing address | 1001 4th Street, Suite C La Grande, OR 97850 |
Phone / email | 5419631014 / hjenkins@union-county.org |
Manager authorizing this project | Hanley Jenkins, II |
Review cycle | Blue Mountain |
Province / Subbasin | Blue Mountain / Grande Ronde |
Short description | Improve fish passage and habitat through the replacement of the headgate structure, establish rock cross vane structures, rock weirs, fill and stabalize scour pool improving habitat, stream bank stabilization and large woody debris placement. |
Target species | Snake River Basin spring/summer chinook salmon, steelhead and bull trout |
Project location
Latitude | Longitude | Description |
---|---|---|
45.3353 | -118.0818 | The project is located at Spruce Street Bridge and one mile downstream (east), north of the City of La Grande. |
Reasonable and Prudent Alternatives (RPAs)
Sponsor-reported:
RPA |
---|
Habitat RPA Action 149 |
Habitat RPA Action 150 |
Relevant RPAs based on NMFS/BPA review:
Reviewing agency | Action # | BiOp Agency | Description |
---|---|---|---|
NMFS | Action 153 | NMFS | BPA shall, working with agricultural incentive programs such as the Conservation Reserve Enhancement Program, negotiate and fund long-term protection for 100 miles of riparian buffers per year in accordance with criteria BPA and NMFS will develop by June 1, 2001. |
Section 2. Past accomplishments
Year | Accomplishment |
---|---|
1999 | Feasibility Study Report - Grande Ronde River Restoration, La Grande, OR Grande Ronde River section 1135 |
1999 | Environmental Restoration Report / Environmental Assessment |
2001 | Completed Plans and Specifications |
Section 3. Relationships to other projects
Project ID | Title | Description |
---|---|---|
0 | Phase II - Grande Ronde River Restoration | Next mile downstream to Island City Oregon Highway 82 bridge |
9732 | Nestle Ditch Irrigation Reorganization Project | Located directly upstream from Grande Ronde River Restoration Project. Project created an infiltration gallery. |
9656 | Neslte Ditch Erosion Control Project | Located upstream form Grande Ronde River Restoration Project |
9778 | Grande Ronde River Gooderham/Rynearson Improvement Project | Located upstream form Grande Ronde River Restoration Project. Project instituted streambank protection measures |
RPA 149 | The proposed project will construct headgate diversion facility for the Grande Ronde Ditch and May Park Ditch Companies (one diversion), improve fish passage at the diversion, maintain ditch screening and has been coordinated with NMFS, FWS and ODFW. | |
RPA 150 | The headcut at Spruce Street bridge (upstream project start point) is at risk because the rubble diversion is subject to failure during high flows and would result in headward channel degredation causing salmon and steelhead migration and habitat impacts. |
Section 4. Budget for Planning and Design phase
Task-based budget
Objective | Task | Duration in FYs | Estimated 2002 cost | Subcontractor |
---|---|---|---|---|
Planning and design are complete | $0 |
Outyear objectives-based budget
Objective | Starting FY | Ending FY | Estimated cost |
---|---|---|---|
Planning and design are complete | $0 |
Outyear budgets for Planning and Design phase
Section 5. Budget for Construction and Implementation phase
Task-based budget
Objective | Task | Duration in FYs | Estimated 2002 cost | Subcontractor |
---|---|---|---|---|
1. Increase pool frequency, shade, riparian habitat channel grade stability, and amount of large woody debris in project reach | a. Place large woody debris, fill and stabalize scour pool | 1 | $816,080 | |
2. Reduce erosion | b. Establish native vegetation plantings, cross veins, channel weirs and headgate stabilizing weirs | $0 | ||
3. Improve channel complexity and bank stabilization | c. Channel weirs, cross veins, J hooks and rootwads | $0 | ||
4. Stabalize headcut | d. 13 weirs | $0 | ||
5. For the headcut areas, stabalize to withstand a 100-year event (or 10,000 cfs); the remainder of the reach is designed to withstand a 50-year event (8,900 cfs) | e. 12 rock "v" shaped weirs and one burried concrete weir with irrigation diversion | $0 | ||
6. Maintain irrigation capability at Grande Ronde Ditch without annual equipment disturbance in channel | f. Create a regulated headgate | $0 | ||
7. Address annual gravel removal in lower section of project reach | g. Evaluate new annual recruitment | $0 | ||
8. Provide for a consolidated, low flow channel | h. Create a narrow and deeper channel | $0 | ||
9. Identify flow level for fish and wildlife optimum benefits | i. Reduce irrigation diversion to ditch carrying capacity | $0 | ||
10. Reduce sediment load and nutrient loading | j. Channel stability measures | $0 | ||
11. Improve aesthetics | k. Vegetative planting and rock features | $0 |
Outyear objectives-based budget
Objective | Starting FY | Ending FY | Estimated cost |
---|---|---|---|
NA - Construction will be completed in 2002 | $0 |
Outyear budgets for Construction and Implementation phase
Section 6. Budget for Operations and Maintenance phase
Task-based budget
Objective | Task | Duration in FYs | Estimated 2002 cost | Subcontractor |
---|---|---|---|---|
None in 2002, but each subsequent year | $0 |
Outyear objectives-based budget
Objective | Starting FY | Ending FY | Estimated cost |
---|---|---|---|
Maintain 4,000 feet of river bank and make all necessary repairs, replacements and rehabilitation to instream structures. | 2003 | 2006 | $20,000 |
Maintain vegetation planted along the slopes and in the bank protection units. Replace vegetation removed during high flows or due to vandalism. | $0 | ||
Correct any damages to rock structures and bank protection units resulting from vandalism, rodents, livestock and/or vehicles. | $0 | ||
Maintain the physical geometry of the rock structures. Replace rock moved due to scour during high flows, add rock to the banks if high flows occur behind or above the structure. | $0 |
Outyear budgets for Operations and Maintenance phase
FY 2003 | FY 2004 | FY 2005 | FY 2006 |
---|---|---|---|
$5,000 | $5,000 | $5,000 | $5,000 |
Section 7. Budget for Monitoring and Evaluation phase
Task-based budget
Objective | Task | Duration in FYs | Estimated 2002 cost | Subcontractor |
---|---|---|---|---|
None in 2002 because of project construction | $0 |
Outyear objectives-based budget
Objective | Starting FY | Ending FY | Estimated cost |
---|---|---|---|
Assess project facilities integrity - 1 time physical resurvey of project facilities within first 5 years. | 2003 | 2006 | $15,000 |
Outyear budgets for Monitoring and Evaluation phase
FY 2004 |
---|
$15,000 |
Section 8. Estimated budget summary
Itemized budget
Item | Note | FY 2002 cost |
---|---|---|
Personnel | $0 | |
Fringe | $0 | |
Supplies | $0 | |
Travel | $0 | |
Indirect | $0 | |
Capital | $0 | |
NEPA | $0 | |
PIT tags | $0 | |
Subcontractor | $0 | |
Other | Construct river restoration facilities | $816,080 |
$816,080 |
Total estimated budget
Total FY 2002 cost | $816,080 |
Amount anticipated from previously committed BPA funds | $0 |
Total FY 2002 budget request | $816,080 |
FY 2002 forecast from 2001 | $0 |
% change from forecast | 0.0% |
Cost sharing
Organization | Item or service provided | Amount | Cash or in-kind |
---|---|---|---|
Army Corps of Engineers | Assesment, Planning and Construction | $2,448,240 | cash |
Reviews and recommendations
This information was not provided on the original proposals, but was generated during the review process.
Fundable only if response is adequate
Sep 28, 2001
Comment:
Response is needed. The project is planned to further modify a Grande Ronde River reach that the Corps of Engineers straightened in 1959 on the outskirts of the town of La Grande. The primary intent of the proposal is to forestall channel headcutting that threatens to undermine a bridge and irrigation ditch diversion. However, the proposal and the project plan embodied in its "Ecosystem Report and Environmental Assessment" (U.S. Army Corps of Engineers, Walla Walla District, Nov. 1999 [COE report]) portray the project primarily as fish habitat improvement. This project fails to remedy the problem's cause, the channel straightening, and is not clearly focused on fish benefits. The benefits to fish appear minimal compared with what could be done for that resource. In fact, the project, as now planned, would perpetuate various features of the present channel that adversely affect fish habitat.The proposal references no biological or ecological literature (primary or otherwise) in support of this plan to purportedly improve habitat for fish and wildlife, particularly for bull trout migration. No biologist is shown among project personnel. The COE report has an Appendix C on "Biological Assessment" for which the only literature referenced is a paper a parasite of chinook salmon, the NMFS 1995 proposed recovery plan for Snake River salmon, and a 1998 Oregon reference on a plant, the Ute ladies' tress. The latter source was not listed in the "References Cited" section of Appendix C, although six other literature items did appear on that list—but were not shown not in the text. Among those six items, listed as "cited" but actually not referenced, were two well-known papers on bull trout life history and ecology (Fraley and Shepard 1989; Rieman and McIntyre 1993). Strangely, the COE report's Appendix A on "Fisheries Criteria for the headcut Stabilization Design" states: "Very little is known about the life history and habits of bull trout," at which point no literature is referenced. These referencing deficiencies and wording indicate that the COE report's sections on fish are based almost purely on rough professional judgment rather than available science.
Because an expanse of land devoid of residences or other buildings exists on each side of the stream, there is ample lateral space to create a lower flood plain and to re-meander the stream within a well-vegetated riparian zone (the irrigation ditch along the right bank could be relocated). Creating a significant meander corridor would result in a much more natural restoration and far more habitat for fish and wildlife. Neither the proposal nor the COE report considers this alternative, therefore, the proposal is inadequate. The only action alternatives described are further (primarily hard structure) engineering of the present artificially straightened course. These would all result in a rigidly stabilized channel bearing little resemblance to naturally productive habitat for salmonids.
The COE report states (p. 1-1) that the project is to be done under Section 1135 of the Water Resources Development Act of 1986"to modify the structure and operation of water resource projects to improve the quality of the environment in the public interest." Under the heading, Purpose, it emphasizes the goal of meeting "specific habitat needs" of 3 ESA-listed fishes (p. 1-1); says the "intent of this project is to implement measures that would help restore a migration corridor and rearing habitat for fish, enhance riparian vegetation, and stabilize the river channel and its banks" (p. 2-1); and explains that in a headcut section the primary goal is fish passage improvement, and that in a downstream section the primary goals is to improve winter holding and rearing habitat (p. 2-1). The objectives of protecting the bridge and irrigation ditch are not mentioned in the purpose section. They are at least alluded to elsewhere in the COE report, but not prominently.
The major fish habitat need cited in the COE report is to provide passage for salmonids. However, at present, the headcut area envisaged for alteration presents no more of a challenge to salmonids that need to migrate upstream than do rapids and falls that salmonids normally surmount elsewhere. In the oral presentation and COE report, it was stated or implied that the channel must be altered to permit upstream passage of juvenile bull trout, the weakest swimmers among the system's salmonids. This asserted need was not substantiated and is not consistent with the life history of that species. The migratory (fluvial) bull trout mature in the Snake River (perhaps also the Grande Ronde's lower reaches), swim upstream past the headcut as adults to spawn in upper parts of the system, and return downstream. After rearing near and below the headwaters, juveniles move downstream; some may disperse into various parts of the river system (pers. comm. Bruce Rieman, US Forest Service) but in general the juveniles move toward the larger rivers where they mature. They have no known need to swim upstream through the headcut until spawning migration when they are large and can surmount such features. Resident bull trout inhabit more upstream areas lifelong and need not pass the headcut. Moreover, the COE report's own analysis (Table 3-1, p. 3-13) showed that the present probability of upstream passage for juvenile bull trout is 50 percent; this indicates that, although no juveniles need to pass, about half of them probably could—and that positive selective pressure would operate on the population if any of the young fish did have good reason to try the challenge. Clearly, no need exists here for better than present fish passage.
The proposal conveys a misimpression that urban development constricts the corridor available for restoration of a proper flood plain and meandering stream. The proposal says: "Residential development has intensified on both sides of the river channel, reducing the tolerance for channel meanders and out-of-channel flooding." Site inspection reveals, however, that residences, though sometimes within sight of the bank, are few and are set back many yards from the river. The proposal fails to accurately describe the river as bordered by wide areas of relatively undeveloped land.
Under geomorphologic problems, the proposal lists "atypical river parameters" as a category and shows "high width/depth ratio; high raw, vertical banks" as the items involved. Lack of normal meandering should also be included under this category.
The proposal's objective, "Provide for a Consolidated Low Flow Channel," has as its task: "Channel alignment and geometry have been designed to result in a narrower, deeper, and more meandering channel within the present river corridor." Though not truly in the form of a task statement, this implies that the project would create a more meandering channel. Drawings for the "recommended alternative" plan in the COE report indicate that little, if any, additional meandering would be created.
Another objective is "Address Annual Gravel Removal Done in Lower Section of Project Reach." Its "task" says: "Annual gravel bar scalping will only occur where recruitment warrants protection for stream restoration features." The purpose of gravel removal and why any should be permitted in the stream or its riparian zone should be explained.
Scientific documentation for fish habitat aspects of the COE report's designed channel and its artificial structures are lacking, hence also in the proposal.
The proposal states that "The Corp [sic] of Engineers have contracted with Lee Silvies to design the proposed facilities to replicate a more natural condition within the project reach," and that this "experienced hydrologic engineer, will provide on-site direction for structure construction and placement." However, Lee Silvies is not found in proposal Sect. 10, Key Personnel, and nowhere in the proposal are his or her education and other qualifications presented.
The proposal mentions no watershed assessment.
The proposal indicates that design was not completed before the proposal was submitted: "The U.S. Army Corp of Engineers and local sponsors . . . will complete a Design and Specifications document within the next two months for the proposed project."
Comment:
The proposed work will allow for the stabilization of a stream bed that will subsequently prevent a bridge from collapsing. The reviewers expressed a concern that there was no mention of arrangements with the landowners to allow for continued protection. The managers suggest the proposed work, which is not designed as a fish and wildlife project, would not remedy the problems of the cause. The trajectory of the fish population would not benefit from the project. This project addresses RPAs 400 and 500.Comment:
Not Fundable. The proposed project would artificially harden a river reach that the Corps of Engineers straightened in 1959 on the outskirts of the town of La Grande. The basic purpose is to forestall channel headcutting that threatens to undermine a bridge and irrigation ditch. The proposed measures to accommodate fish and wildlife aspects are secondary, are minimal compared with what could be done (perhaps at greater expense), and include little or no benefit to fish and wildlife beyond what will have to be done to comply with the ESA anyway, when work is done to protect the bridge. If the bridge and ditch are to be protected (the necessity of which the reviewers do not question), the project must, quite understandably, lock the channel into a "stable" shape, but this will prevent river processes forming and reforming fish habitat as would be natural, so the project cannot be construed as a net-benefit fish habitat measure. The proposal remains poorly substantiated with regard to fishery aspects. The requested $841,000 can be better spent on projects of more benefit to fish and wildlife. Overall, the responses fail to alleviate the review concern that the focus of the project is not fish benefits and that the cause of fish habitat problems, the channel straightening, would be perpetuated by this project.The CBFWA comments in general complement the ISRP concerns and opinion. The ISRP reviewers note in particular the CBFW comments that the project "is not designed as a fish and wildlife project, would not remedy the problems of the cause" and that "The trajectory of the fish population would not benefit from the project."
Comment:
Statement of Potential Biological Benefit to ESUPossible survival improvements if habitat modifications have intended effects.
Comments
Although the project purports to improve fish passage and habitat through the replacement of the headgate structure, establish rock cross vane structures, rock weirs, fill and stabilize scour pool improving habitat, stream bank stabilization and large woody debris placement, the primary intent of the proposal is to forestall channel headcutting that threatens to undermine a bridge and irrigation ditch diversion. The proposed project fails to remedy the problem's cause, the channel straightening, and portrays minimal benefits to fish. In fact, the project as now planned, would perpetuate various features of the present channel that adversely affect fish habitat.
Already ESA Req? No
Biop? Yes
Comment:
Do not recommend. This project should wait until Subbasin Planning is completed. Project sponsors have the option of going through the Grande Ronde Model Watershed Program for funding. BPA RPA RPM:
--
NMFS RPA/USFWS RPM:
500
Comment: