Road Stream Crossing Site BL-04

Maple River Watershed, Hasler Creek
Hasler Creek
Tuscarora Twp, Cheboygan County
Information collected by:
Tip of the Mitt Watershed Council
Site Location
GPS Coordinates: 45.448561 , -84.718174
T35N R03W Sec 6
Owned by Private
Fish Passability 0
Perch Height: 0.33 ft.
Total Erosion: 1.7648 tons/year
Severity: Severe
Year Inventoried: 2014
Inlet
Outlet
Downstream Conditions
Upstream Conditions
Road Approach - Left
Road Approach - Right
Crossing Information
Type of Crossing: culvert(s)
Number of Structures: 1
Structure Shape: Round
Inlet Type: Projecting
Outlet Type: Cascade over Riprap
Structure Material: Metal
Structure Substrate: None
General Conditions: Good
Structure Interior: corrugated
Dimensions of Structure: Length 21 ft. , Width 2 ft. , Height 2 ft.
Perch Height: 0.33 ft.
Structure Inlet
Water Depth: 0.42 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.75 ft./sec.
Structure Outlet
Water Depth: 0.25 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 1.95 ft./sec.
*Water Velocities were measured 0.1 ft. below Surface (with Meter)
Additional Comments
Horse Ranch
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 30 ft. , Width 15 ft. , Depth 1 ft.
Riffle Information
Water Depth: 0.3 ft.
Bankfull Width: 6 ft.
Wetted Width: 4.8 ft.
Water Velocity: 0.31 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Sand Private Road
Road Condition: Fair
Road Width at Culvert: 9 ft.
Location of Low Point: At Stream
Runoff Path: Roadway
Embankments
Upstream
Fill Depth: 3 ft.
Slope: 1:2
Downstream
Fill Depth: 2.5 ft.
Slope: 1:1.5
Approaches
Left Approach
Length: 250 ft.
Slope: 6% to 10%
Vegetation: Partial
LS Factor: 1.62
Erosion: 1.0041 tons/year
Right Approach
Length: 200 ft.
Slope: 6% to 10%
Vegetation: Partial
LS Factor: 1.45
Erosion: 0.719 tons/year
Erosion Information
Total Erosion at Crossing: 1.7648 tons/year
Extent of Erosion: Moderate
Notes: Erosion photos 473, 474, 475, 476
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream Streambank
2 ft.
2 ft.
1.5 ft.
yes
Sandy Loam
0.0202
Right Downstream Streambank
5 ft.
10 ft.
0.5 ft.
yes
Sandy Loam
0.0168
Left Upstream Embankment
7 ft.
2 ft.
0.1 ft.
yes
Sandy Loam
0.0047
Summary Information
Fish Passability 0
Erosion is an area of concern for this site.
A future visit to this site is recommended. Monitor erosion in the future