top

Search the HRWC web site 

 

BRASSTOWN CREEK WATERSHED RESTORATION PROJECTS:

 

BellGreasy CreekHyattLong BranchLower BrasstownMathotOlandTrout CoveWarneWoodCritical Bare Areas

PROJECTS ON LITTLE BRASSTOWN CREEK:

 

CampbellCarringer/MitchellMason/StalcupSheppard

Project Design: Buck Engineering

Primary Contractor: Ownbey Bulldozing

GREASY CREEK

(June - July 2004)

 

Additional Pictures

Project Background

 

The Greasy Creek project site is located less than half a mile upstream from the confluence of Greasy Creek and Brasstown Creek on the properties of Joe Baumgartner and Judith Alvarado, and Jason and Cathy Chambers.  The restored reach is 1,472 linear feet long.

 

Nearly half of the stream’s length in this reach was originally bordered on both sides with exotic bamboo (Phyllostachys spp.). The stand of bamboo covered approximately two acres and was 40-50 feet high. The plants grow from branched rhizomes within the upper 18-36” of topsoil and are not complex enough to hold the stream banks in place. Erosion within the bamboo reach was moderate to severe and the stream was unstable. In addition, very little light penetrated to the streambed and aquatic habitat was severely degraded (no woody debris or root masses).

 

Natural channel design principles were applied to restore the channel’s dimension, pattern and profile to a natural, stable form. The design for the middle portion (bamboo reach) was to stabilize the existing unstable channel by changing the dimension, pattern and profile.  Root wads, cross vanes, and constructed riffles were all used to stabilize the new channel and improve aquatic habitat. Transplanted vegetation, live stakes and brush layers were used to provide bank stability. Due to an adequate riparian buffer and constrictions between the two roads on the lower section, no pattern adjustment was made, but areas of existing erosion were stabilized using root wads and brush layers.  Restoration was completed at Greasy Creek in summer 2004.

 

Before

After

 

A 30ft-wide riparian buffer was established on the site. The bamboo was removed from an area at least 15 feet from the top of bank along the entire project reach.  It was isolated using a thick rubber barrier installed in the ground three feet deep and at an angle to force new bamboo shoots to the surface before reaching the riparian buffer area. These shoots will be cut and/or killed with mowing and herbicide treatments by the landowners as part of the Coalition’s agreement for project maintenance.

 

In fall 2004, prior to planting of the riparian buffer, a series of storms passed through the area, including the remnants of Hurricane Ivan.  Two sections of the newly constructed channel failed and had to be repaired by HRWC using contingency funds.  There have been no problems since, most likely because of the establishment and protection of good woody buffer vegetation.

 

2008 Status

 

The 3-year old Greasy Creek restoration project is very stable, with no notable bank erosion. Between 2005 and 2007, most structures showed little or no change.  The restored stream reach currently shows characteristics of both a C4 and an E4 channel. The streambed slope is 0.015 feet/foot, with a sinuosity of 1.24.  Between 2005 and 2007, the streambed material consistently became coarser, with a current median particle size representing coarse gravel.

 

The restored reach has several riffle/run segments and a few deep pools.  The pools are located in the expected planform locations beneath cross vanes and in meander bends.  Riffles generally dominate the straight reaches, but a few riffles do appear to be migrating into meander bends.  As a result of a very tight meander bend (created to save one large remnant hardwood tree), there is an instance of very high shear stress within the reach.  However, due to well-vegetated banks and good floodplain access, bank erosion is essentially non-existent.

 

New woody plantings contribute high diversity and density; however, mowing of the buffer is suppressing understory development.  As early successional species colonize both wetland and drier terraces, Greasy Creek ranks among the highest herbaceous diversity of the monitored projects.

 

Downstream Total Suspended Solids samples were all slightly lower than those collected upstream, with an average reduction of 7% over the monitoring period.  These results suggest that restoration has resulted in lower erosion rates, and that the reach is effectively depositing its sediment load.  This was a major goal of the restoration effort.

 

Although Greasy Creek is too small to assign a bioclassification, the number of EPT taxa remained nearly constant, while the EPT abundance decreased slightly each year, between 2005 and 2007.

 

3-Year Study Recommendations

 

Recommended actions at Greasy Creek include:

  • Yearly removal of two exotic invasives (bamboo and privet)

  • Continue to monitor in subsequent years, with particular attention given to the vicinity of Structure B and two 90-degree meander bends

Brasstown Project Summary

Top of the Page

  Additional

Pictures

Need HRWC Web Site Assistance? Email the Web Site Administrator.

Copyright © 2004-2010 HRWC