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Lake Erie North Shore Watershed Plan - Niagara Peninsula ...

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LAKE ERIE NORTH SHORE WATERSHED PLAN<br />

6. Regional Road 3 (LBTa-2): This section of watercourse is managed as a municipal drain; Little Marsh<br />

Drain. It has been channelized and lacks any depositional features along the bed which indicate little flow<br />

diversity within the channel. Relatively deep unconsolidated sediment is deposited along the channel bed. An<br />

odour was emitted from the sediment when it was disturbed which could be caused by decaying vegetation.<br />

Few to no pools exist along the bed but there is stagnant water present throughout the field site. A number of<br />

small tributaries and possibly rills/gullies exist along the watercourse. A full reforestation project has been<br />

completed on this property in partnership with the <strong>Niagara</strong> <strong>Peninsula</strong> Conservation Authority (completed in<br />

2008). Projects to prevent and limit further development of rills adjacent to the watercourse should be<br />

implemented. Some examples include grassed waterways, chute spillways, tile drainage outlets, and proper<br />

tillage and cropping practises (OMAFRA, 1997a, and OMAFRA, 1997b). Monitoring the accumulation of<br />

sediment along the channel bed can be done by the use of sediment traps throughout the watercourse. All<br />

recommendations should be discussed with the Drainage Superintendent.<br />

7. Townline Road (LBTa-3): This section of watercourse is managed as a municipal drain; Little Marsh<br />

Drain. It has been channelized and lacks any depositional features along the stream bed which indicate little flow<br />

diversity within the channel. There are few to no pools along the streambed. A number of small tributaries and<br />

possibly rills/gullies exist along the watercourse. Measurements taken at channel cross sections would indicate<br />

that the watercourse at this field site has moderate and minor entrenchment which results in flood waters having<br />

limited to no access to the floodplain. Therefore, the energy within the flow is contained in the channel.<br />

Recommendations for this site include not grading the channel banks too steep during the dredging process so<br />

that deep rooted vegetation can become established along the banks and stabilize the soil. Projects to prevent<br />

and limit further development of rills adjacent to the watercourse should be implemented. Some examples<br />

include grassed waterways, chute spillways, tile drainage outlets, and proper tillage and cropping practices<br />

(OMAFRA, 1997a, and OMAFRA, 1997b). Alternatives to traditional drainage design, such as wetland creation,<br />

floodplain development, and increasing channel curvature should also be considered. All recommendations<br />

should be discussed with the Drainage Superintendent.<br />

8. Hutchinson Road (LBTb): This section of the watercourse has been channelized and lacks any<br />

depositional features along the stream bed which indicate little flow diversity within the channel. The<br />

watercourse along this field site is not managed as a municipal drain. The small buffer zone along the right<br />

bank, as well as the lack of large trees impact cover and habitat along this channel. Some bank instability is<br />

present adjacent to the garage in the form of bare soil extending up the bank. There may also be some<br />

slumping occurring as well. Measurements taken at channel cross sections would indicate that the watercourse<br />

at this field site is moderately entrenched which results in flood waters having limited to no access to the<br />

floodplain. Therefore, the energy within the flow is contained in the channel. Recommendations for this site<br />

include not grading the channel banks too steep during the dredging process so that deep rooted vegetation can<br />

become established along the banks and stabilize the soil. The presence of bank slumping usually indicates<br />

that vegetative roots are too shallow to stabilize the bank. Proper bank protection measures should be<br />

implemented along the right bank to ensure adequate stabilization of the bank adjacent to the garage.<br />

Increasing the variety and diversity of native plant species within the buffer zone will provide cover and habitat<br />

for fish, insects, and invertebrate along the watercourse.<br />

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