Road Stream Crossing Site ST154
Sturgeon River Watershed, Huffman Lake outlet
Bingham Rd
Hudson Twp,
Charlevoix County
Information collected by:
Site Location
GPS Coordinates: 45.133217
, -84.77365
T32N
R04W
Sec 26
Owned by Private
Fish Passability 0
Structure is NOT Perched
Total Erosion: 5.307 tons/year
Severity: Severe
Year Inventoried: 2015
Site ID
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: At Stream Grade
Structure Material: Metal
Structure Substrate: Sand
General Conditions: Fair
Multiple Culverts/Spans | ||||
Culvert/Span | Width | Length | Height | Material |
2 |
1.3 ft. |
26 ft. |
1.2 ft. |
Metal |
Structure Interior: corrugated
Dimensions of Structure: Length 26 ft.
, Width 1.3 ft.
, Height 1.2 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 1.1 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.3 ft./sec.
Structure Outlet
Water Depth: 1.2 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0.3 ft./sec.
*Water Velocities were measured at the Surface
(with Float Test)
Additional Comments
Upstream pond is Huffman Lake; riffle downstream is private
Stream Information
Stream Flow: Less than Bankfull
Scour Pool: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Upstream Pond: Length 0 ft.
, Width 0 ft.
, Depth 0 ft.
Road Information
Gravel
County Road
Road Condition: Good
Road Width at Culvert: 18 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 2 ft.
Slope: 1:1.5
Downstream
Fill Depth: 2.7 ft.
Slope: 1:1.5
Approaches
Left Approach
Length: 1000 ft.
Slope: 1% to 5%
Vegetation: Partial
LS Factor: 0.8
Erosion: 3.9669 tons/year
Right Approach
Length: 439 ft.
Slope: 1% to 5%
Vegetation: Partial
LS Factor: 0.616
Erosion: 1.3401 tons/year
Erosion Information
Total Erosion at Crossing: 5.307 tons/year
Summary Information
Fish Passability 0
A future visit to this site is recommended. Condition of culvert