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New
Jersey Water Supply Authority Hoffman
Park Stream Restoration Project Union Township, Hunterdon County, New Jersey In 2003, the New
Jersey Water Supply Authority (NJWSA) received a Targeted Watersheds Grant
from the United States Environmental Protection Agency (EPA) to protect
surface water quality in the Raritan River Basin. The Raritan Basin
Watershed Management Plan (NJWSA, 2002) identified the restoration of
streams and riparian areas that have been physically damaged by harmful
land uses and the protection of high-quality streams and riparian areas as
implementation priorities. As part of the EPA-TW grant, NJWSA identified three riparian restoration projects: 1. Old Farm Road Riparian Buffer Improvement (click here for a factsheet on the project); 2. Crystal Springs Stream Restoration Project (click here); and 3.
Mulhockaway Creek/Hoffman Park Stream Restoration Project The Hoffman Park
Project is located on a branch of the Mulhockaway Creek at the eastern end
of Hoffman Park in Union Township, Hunterdon County.
The Mulhockaway is one of the two main streams that feed Spruce Run
Reservoir. The 353-acre park
is owned by Hunterdon County and Union Township and managed by the County. Prior to the
restoration project, this reach of Mulhockaway Creek followed a relatively
straight course through forested upland and wetland areas.
The stream was conveyed under a dirt access road via a
deteriorating and undersized piped culvert system consisting of four
pipes, at least two of which are completely blocked.
An accumulation of sediment had occurred on the upstream side of
the culvert as a result of the pipe impedance.
Bank erosion was evident upstream of the culvert system, likely
resulting from the hydraulic conditions created by the structurally
deficient culvert system. Scour on the downstream side of the culvert system resulted
in an approximately five-foot drop in elevation and the development of a
large scour pool. The channel
bed had incised approximately five feet below the historical floodplain
downstream of the culvert system, and the banks within this reach were
actively eroding and exceptionally unstable.
Overland flow from adjacent wetland areas into the stream severely
eroded the bank in concentrated areas, resulting in headcuts. NJWSA engaged The
Louis Berger Group to design a stream restoration project that would
replace the crossing, restore stream sinuosity, better connect the stream
with its natural flood plain and riparian wetlands and reduce sediment
movement to Spruce Run Reservoir. The design team worked with NJWSA and Hunterdon County
Parks to develop a design that met the project goals and park needs.
NJDEP-Land Use Regulation provided valuable input from the
regulatory perspective. The project is located
within the Highlands Preservation Area; a Highlands Preservation Area
Approval Permit Application was submitted in January 2006, with
NJDEP-Division of Watershed Management as a co-applicant.
In June 2006, we received the first Highlands Preservation Area
Permit approval to be issued in the state of New Jersey.
Construction of the project began in late June 2006, with Vollers
Excavating & Construction serving as the contractor. The final stream restoration design included the following: · Adjust stream pattern and profile: The stream sinuosity, or pattern, was slightly adjusted to establish an appropriate channel slope that will effectively transport the sediment load without degrading or aggrading the channel. The stream bed elevation was slightly increased to bring the stream closer to the historical floodplain, to partially alleviate the substantial grade difference between the top of bank and toe of bank, and to bring the stream closer to the water table of the adjacent wetlands. · Adjust stream dimension: A bankfull bench was established contiguous to the stream to provide energy dissipation during high flow events, to provide area for riparian habitat establishment and to provide floodplain storage of sediment. · Installing instream structures to stabilize the stream: Cross vanes were installed within the project reach to stabilize the channel bed and log vanes were used to reduce near bank shear stress and reduce bank erosion. · Manage actively migrating headcuts: The headcuts were treated by grading the vertical, eroded banks to a gentler slope and further stabilizing the banks by seeding and planting woody vegetation. In addition, rock was buried at the headcut locations to prevent them from continuing to migrate. ·
Replacing the existing deteriorated culvert system with a bridge to
provide fish passage and improve flow and sediment conveyance:
The existing hydraulically inadequate culvert system was replaced
with a concrete bridge that spans the stream and bankfull bench, allowing
unobstructed flow during flood events. Project
mobilization began June 24, 2006. We
were working within a very narrow construction window due to the
classification of the Mulhockaway as a C1-TP stream.
Construction had to be completed by September 15th.
Most work was completed by late August, at which time significant
precipitation events delayed installation of the new bridge until
September 13th. The
stream was diverted into the new channel on September 14th,
meeting the permit deadline. NJWSA
will be monitoring the site for the next several years, including
vegetation surveys, macroinvertebrate sampling and geomorphological
(longitudinal profile and cross-sections) surveys.
Bridge Installation Day Pictures
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