CHANNEL RESTORATION IN AN URBAN SALMONID
STREAM
By John McCullah and Rose Sloan
(This paper will be presented at the Annual IECA Conference
in Las Vegas, 2001, and also published in the conference proceedings)
ABSTRACT
In 1997 the Sacramento Watersheds Action Group (SWAG) conducted
an assessment of the Sulphur Creek Watershed, a tributary
to the Sacramento River. The analysis included documentation
of land uses, an inventory of erosion and sediment sources,
an analysis of riparian conditions and stream habitat, and
a preliminary hydrologic analysis. The watershed analysis
revealed that extensive dredger mining, road building, and
railroad construction within the Sulphur Creek watershed -
combined with dam releases which caused backwater conditions
at the mouth of Sulphur Creek - have resulted in channel degradation
and severe deterioration of fisheries and wildlife habitat.
The erosion inventory for this analysis was an important step
in making recommendations for watershed restoration projects.
The erosion inventory indicated that streambank erosion within
the lower reaches of Sulphur Creek (also the location of the
Redding Arboretum) is the primary source of sediment negatively
impacting adjacent spawning areas. Near the confluence
with the Sacramento River, a 200 m (600 ft) segment of Sulphur
Creek became a depositional area for sediment. A median
sandbar resulted from the combined effects of these sediment
inputs and the backwater from the River. This caused
the channel to "jump" over into an open meadow, forming a
high vertical bank that was eroding at an alarming rate.
Using the watershed analysis as a basis, SWAG, with the assistance
of Shasta College students, embarked on a project to return
the stream to its "historic" channel. The project was
to be implemented as a community-based, worksite learning
opportunity for the Shasta College Watershed Restoration and
Heavy Equipment Operations classes.
This report discusses the design, implementation, and results
of a channel re-alignment project within the Sulphur Creek
Watershed. This project involved the removal of a median
sandbar, reshaping an eroding vertical bank, and realignment
of approximately 200 m (600 ft) of Sulphur Creek. The
channel was reconstructed in a meandering alignment while
the banks were stabilized with Biotechnical Erosion Control
techniques. Fish habitat features were installed, such
as boulder clusters, root wads, riparian vegetation, and spawning
gravel (which was uncovered during excavation of the sandbar).
The dynamics of the new channel changed dramatically during
the wet winter following the realignment. These changes
have led to unique results as the channel reaches equilibrium.
The total cost for this project was originally estimated
at $53,540. However, through extensive volunteer efforts
supported by the local college and in-kind contributions,
the project was completed with only a $3000 mini-grant.
BACKGROUND
Sulphur Creek is a seasonal urban stream located in Redding,
California. The lower reach of Sulphur Creek is located
within the Redding Arboretum on the River. The confluence
of Sulphur Creek and the Sacramento River is immediately upstream
from some of the most productive spawning areas of endangered
runs of Chinook salmon. This reach of the Sacramento
River in Northern California is known as the “Redding
Redds”. The mouth of Sulphur Creek is also near
the northern entrance to the Turtle Bay Pedestrian Bridge,
an unusual harp-shaped suspension bridge that is currently
under construction. Once completed, the bridge will
offer a link from the new Turtle Bay Museum complex to the
educational natural resources within the Arboretum.
Sulphur Creek provides spawning and rearing habitat for Chinook
salmon, steelhead, and rainbow trout, and an urban setting
offers the unique opportunity for public viewing of these
salmonids.
PROBLEM ANALYSIS
The lower segment of Sulphur Creek is greatly influenced
by backwater effects from the Sacramento River. When
the Shasta Dam is discharging 1200 m3/sec (40,000 cfs) or
higher, Sulphur Creek forms a backwater “lake”
from the mouth to approximately 200 m (600 ft) upstream.
It is highly likely that over the last two decades a period
of high water coincided with a period of high sediment discharge
within the Sulphur Creek watershed. This large sediment
discharge most likely came from the excessive streambank erosion
through the Arboretum area as a result of the historic stream
diversions through dredger tailings. The large discharge
of sediment was then deposited as the current velocities slowed
in the backwater area. This deposition caused a large
median sandbar to be formed.
Over the ensuing years conditions were apparently favorable
for the establishment of willow, wild grape, non-native blackberry,
and other vegetation on the sand bar. The vegetation,
with their strong root systems, reinforced the median bar
and made it resistant to erosion. During subsequent
years, high, flashy discharges within Sulphur Creek (possibly
influenced by urbanization) coincided with relatively low
flows within the Sacramento River. During these periods,
Sulphur Creek had sufficient stream energy to downcut and
incise the median bar. However, with the vegetation
strongly reinforcing the sand bar, the stream energy was focused
onto the right bank (if looking downstream), resulting in
the erosion which formed the high vertical bank along this
area of Sulphur Creek.
Figure 1. The high vertical bank and backwater
effect.
In 1997, SWAG, Shasta College, Turtle Bay Museums, and the
Redding Arboretum on the River implemented an emergency streambank
stabilization project with the aid of a National Fish and
Wildlife Foundation grant along this reach to 1) immediately
protect historic oak trees that were being undermined and
2) protect the toe of the eroding bank by using biotechnical
erosion control techniques such as vegetated deflectors and
vegetated geoberm revetments. The project successfully
demonstrated the use of biotechnical methods with rootwads,
vegetated rock deflectors, and Salix spp. (willows) as an
alternative to traditional hard armoring such as riprap and
gabions. The Continuous Berm Machine (CBM) was also
used to construct vegetated geoberms with brushlayers to protect
the bank between the deflectors.
In 1998, SWAG applied for and received a $3,000 mini-grant
awarded by the Cantara Trustee Council for installation of
in-stream fish habitat improvement structures in this reach
of Sulphur Creek. However, while the streambank stabilization
effort was successful in stopping erosion at the toe of the
vertical bank, monitoring of the completed project revealed
that although the 20 foot high bank was no longer being undercut,
it was still actively sloughing due to frost wedging and soil
saturation. Large chunks of topsoil were still heaving
off into the creek below. Other observations affirmed
that this section of the channel between the right bank and
the aforementioned median bar was preventing the stream from
achieving its full potential with regard to natural floodplain
processes, and ultimately spawning and rearing habitat.
In addition, the reach was classified as an F3 channel (Rosgen
Stream Classification System). F3 channel characteristics
are not conducive to installation of in-stream fish habitat
structures, in most cases. The backwater effect coupled
with the somewhat unstable conditions of the F3 channel made
selection of habitat structures difficult. This stream
reach still did not have a natural or stable alignment or
cross-section, and before additional habitat structures or
riparian vegetation could be positioned, the channel needed
to be aligned into a more natural sinuosity.
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