Restoration Project Analysis in Juneau Alaska by John Hudson

Mar. 15, 2012
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
Restoration Project Analysis in Juneau Alaska by John Hudson
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Restoration Project Analysis in Juneau Alaska by John Hudson

Editor's Notes

  1. Restoration and Enhancement of Aquatic Habitats in Alaska: Case Study Reports, Policy Guidance, and Recommendations. Parry and Seaman, 1994
  2. Juneau has 5 impaired water bodies 55 projects on Duck, Mendenhall, and Jordan
  3. With goals/objectives: 73 projects in 9 categories Evaluated: 27 Sample sizes for most project types not sufficient to make generalizations
  4. Bay Creek culvert was perched
  5. Rip-rap revetments (15) Log cribs or revetments (3) Biostabilization (3)
  6. Calculate acreage of potential riparian lost. 15 other revetments sites on the river. This revetment was a continuation/repair of a 1984 revetment. The 1994 work failed in 1995 after high Mendenhall flows and was again repaired in 1996. DGC (1994): required revegetation of a 50 ft. wide buffer from the rip-rap landward for the entire length of project for shade and future source of LWD ADFG (1995): required planting 4-6 ’ Sitka Spruce 10 feet from river edge spaced every 100 feet.
  7. Add orange line to small photo too
  8. Reconfig: plan form and channel x-sections
  9. Goal: improve spawning habitat by increasing water velocity and streambed D.O. levels in 1300 feet of channel Urbanization Channelized Poor water quality Poor habitat quality Historical spawning habitat
  10. Borrow pit to wetland conversion (4) Upland to wetland conversion (4)
  11. Continue water quality and fish population monitoring, think alder, eradicate reed canarygrass
  12. Pond designed with stream passing through it, not along the side. Lost stream habitat – less net benefit as a mitigation project Lack of riparian veg and cover will lead to higher temps, less productivity, and less habitat Recommend: irregular, shallow shoreline; no gravel; plant native trees and shrubs
  13. Objective: “ reclaim” 22,625 s.f. of wetlands by replacing existing road fill with muskeg soil
  14. Future and existing project can benefit from the following. Train reviewers, permitters, and practitioners Planning: e.g restoration as wetland mitigation
  15. Project Need: The lower reaches of Duck Creek experience seasonal loss of surface flow to groundwater due to isostatic rebound and channelization resulting in fish mortality and stranding. The channel in this area was poorly defined, wide, and shallow with low water velocity. Due to the close proximity of the channel to a major highway, the stream was vulnerable to polluted storm water runoff. DOT&PF Glacier Highway Improvements (State Project #69755) required storm water treatment at Egan Drive and provided an opportunity to improve fish habitat. Multiple objectives – channel setback, swale, stormwater   Goal(s): Improve storm water treatment, improve fish habitat. 500 feet of Duck Creek downstream of Egan Drive was relocated to allow for installation of a vegetated storm water treatment swale and to provide for a 35- to 50-foot buffer between the road and stream The channel was redesigned with meanders, lined with an impermeable bed liner, and narrowed to increase water depth Riparian vegetation re-established with grasses and willow cuttings A 230-foot storm water treatment swale was constructed between highway and channel to intercept and treat runoff Relocated channel stabilized with coir reinforced earth wraps and willow plantings. Slope on downstream right stabilized with coir wraps of about one foot height from one foot to about four feet above the stream bottom elevation. Willow bundles were placed between each coir wrap and willow cuttings and/or transplants were placed on the slope above the coir wraps. On the shorter left bank (designed to allow overflow of floods larger than mean annual), one coir wrap was planted with willow cuttings. Exposed areas were seeded with Wetland Grass Seed Mix.