Restoration of LWD in Hyas Creek
#06-2286 #06-2286
Organization North Pacific Coast Lead Entity
Sponsor Quileute Tribe
Status Completed
Schedule Start Date: 3/15/2007 End Date: 12/18/2009
Category Category: Restoration
Project Photo
DESCRIPTION
The Quileute Tribe used this grant for an in-stream restoration project: to create and place 30 large woody debris (LWD) structures via helicopter within a 1.9 mile reach of Hyas Creek in Clallam County, Washington. Hyas Creek is one of only two tributaries of South Fork of Calawah (Quillayute Basin) with anadromous fish spawning and rearing habitat. The anadromous fish in this basin (Chinook, coho, and steelhead) are all wild runs. While not ESA-status, these fish are important for ceremony, subsistence, and commercial fisheries of the Quileute Tribe, and to the Forks economy. In the 1998 US Forest Service (USFS) and Quileute Watershed Analysis (WSA) for the Sitkum SF Calawah and the Limiting Factors Analysis (LFA) of 2000 which relied on it, authors noted lack of LWD from the 1951 Forks Fire and subsequent salvage. Without LWD the creek energy was too high to develop channel diversity and retain spawning gravel; scour was a frequent result. The channel lacked adequate spawning gravel and refugia. Both the WSA and LFA recommended LWD for Hyas Creek. At the beginning of the project, field scoping finalized site plans and LWD locations. USFS employee Phil DeCillis drew up site plans to aid the ground and air crews. Retired USFS employee Jim Jacoby facilitated tree selection. D+H Enterprises began on-the-ground work in August; they felled the trees and prepared for their removal at three designated sites, and they cleared danger and sight problem trees along the stream. In early September, Columbia Helicopters placed the trees at the LWD locations and in mid-September Quileute crews cabled trees together and anchored them to logs and rootwads donated by USFS. The site is jointly owned by USFS, which supported the endeavor and Rayonier, which allowed access.
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FUNDING SOURCES
FUNDING ENTRIES FROM GRANT PROJECT AGREEMENT
TypeDateFunding OrgFunding ProgramMatchAmount
Requested09/18/2006Quileute TribeMatch$57,000.00
Requested09/18/2006Recreation and Conservation Office (RCO)Salmon State Projects$197,000.00
Allocated12/18/2009Quileute TribeMatch$48,358.59
Allocated12/18/2009Recreation and Conservation Office (RCO)Salmon State Projects$167,134.07
Spent12/18/2009Quileute TribeMatch-$48,358.59
Spent12/18/2009Recreation and Conservation Office (RCO)Salmon State Projects-$167,134.07
Grant Project Agreement Totals Proposed Requested Allocated Spent Balance
$215,492.66 $254,000.00 $215,492.66 $215,492.66 $0.00
OTHER FUNDING (Funding that is NOT in a grant project agreement)
TypeDateFunding OrgFunding ProgramMatchAmount
Other Funding Totals Proposed Requested Allocated Spent Balance
Grand Totals Proposed Requested Allocated Spent Balance
PRIMARY SPONSOR
PROJECT CONTACT
PROJECT MANAGER
PHOTOS

 
LOCATION
Chinook-Pop (ESU):Chinook-Washington Coast, Not Warranted
Chum-Pop (ESU):Chum-Pacific Coast, Not Warranted
Coho-Pop (ESU):Coho-Olympic Peninsula, Not Warranted
County:Clallam
HUC12:North Fork Calawah River (171001010403)
HUC12:South Fork Calawah River (171001010402)
HUC8:Hoh-Quillayute (17100101)
Lead Entity Area:North Pacific Coast
Legislative District:24
Salmon Recovery Regions:Washington Coast
Sections:04
Sections:36
Steelhead-Pop (ESU):Steelhead-Olympic Peninsula, Not Warranted
Township:T28NR12W
Township:T29NR13W
Watershed Administrative Unit:NF Calawah
Watershed Administrative Unit:SF Calawah
WRIA:Soleduc
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  APPLICATION FINAL 
RESTORATION METRICS
Miles of Stream and/or Shoreline Treated or Protected (C.0.b)
1.40mi1.40mi
Instream Habitat Project    
Total Miles Of Instream Habitat Treated (C.4.b)
1.40mi1.40mi
 Channel structure placement (C.4.d.1)    
Acres Of Streambed Treated for channel structure placement (C.4.d.4)
2.30acres
Miles of Stream Treated for channel structure placement (C.4.d.3)
1.40mi
Number of structures placed in channel (C.4.d.7)
30.00
Pools Created through channel structure placement (C.4.d.5)
15.00
Yards Of Average Stream-Width At Mid-Point Of Worksite (C.4.d.6)
10.00yd
ADDITIONAL INFORMATION