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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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