Lake Erie North Shore Watershed Plan - Niagara Peninsula ...
Lake Erie North Shore Watershed Plan - Niagara Peninsula ...
Lake Erie North Shore Watershed Plan - Niagara Peninsula ...
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LAKE ERIE NORTH SHORE WATERSHED PLAN<br />
should be implemented to reduce<br />
sediment and contaminant loads<br />
from adjacent land use (road and<br />
agriculture)<br />
east branch flows through<br />
agricultural fields and golf course<br />
with little to no buffer strip<br />
therefore measures to establish<br />
and enhance buffer should be<br />
implemented to reduce sediment<br />
and contaminant loads from<br />
adjacent land use (golf course<br />
and agriculture)<br />
existing riparian should be<br />
maintained<br />
watercourses are managed as<br />
municipal drains therefore<br />
establishment of riparian<br />
corridors should consider future<br />
maintenance activities (refer to<br />
engineers report and drainage<br />
BMP recommendations)<br />
All restoration measures should where possible, benefit Species at Risk and provincially rare species<br />
Carolinian and native species should be used for all projects<br />
Project Opportunities<br />
NPCA <strong>Lake</strong> <strong>Erie</strong> <strong>North</strong><br />
<strong>Shore</strong> Geomorphic<br />
Assessment Study (NPCA<br />
2009b)<br />
between fragmented natural areas<br />
(e.g., south subwatershed along<br />
<strong>Lake</strong>shore Road extending into<br />
adjacent subwatershed)<br />
Recommended Action for Public and Private Lands<br />
1. <strong>Lake</strong>shore Road East (WDMa): This section of watercourse is managed as a municipal drain; Wignell<br />
Drain. It has been channelized and there are sediment bars present within the watercourse. Bank instability is<br />
present in the form of bare soil extending up the bank, as well as undercut banks. The bare soil may be due to<br />
the tree canopy over the channel preventing vegetation from growing. Concrete slabs were identified along the<br />
left bank indicating that some erosion protection measures have been implemented by landowners. Duckweed<br />
and an oily sheen on the water surface were identified during a site visit in 2008. There is a floodgate present at<br />
this location which would constrict the channel. Some sediment deposition is present upstream near the<br />
floodgate. Measurements taken at channel cross sections would indicate that the watercourse at this field site<br />
has moderate entrenchment which results in flood waters having limited to no access to the floodplain.<br />
Therefore, the energy within the flow is contained in the channel. Recommendations for this site include not<br />
grading the channel banks too steep during the dredging process so that deep rooted vegetation can become<br />
established along the banks and stabilize the soil. Water quality testing should continue to be completed in this<br />
watershed to determine any water quality issues. Monitoring the accumulation of sediment along the channel<br />
bed can be done by the use of sediment traps throughout the watercourse.<br />
should be installed along the left bank to ensure adequate stabilization.<br />
discussed with the Drainage Superintendent.<br />
Proper bank protection measures<br />
All recommendations should be<br />
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