Road Stream Crossing Site EUP_MRW41

Munuscong River Watershed, Unnamed
S Steele Rd
Mackinac County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 46.1550076,-84.3841726
T 043N R 001 Sec 02
Fish Passability: Barrier at Most Flows
Structure is NOT Perched
Total Erosion: 1.18 tons/year
Overall Score: 30
Severity: Severe
Date Inventoried: 8/25/2021
Road Approach - Left
Road Approach - Left
Road Approach - Right
Road Approach - Right
Inlet
Inlet
Upstream Conditions
Upstream Conditions
Outlet
Outlet
Downstream Conditions
Downstream Conditions
Representative Reach
Representative Reach
Site Sketch
Site Sketch
Crossing Information*
Type of Crossing: Culvert(s)
Number of Structures: 2
Structure Shape: Pipe Arch
Inlet Type: Headwall
Outlet Type: At Stream Grade
Structure Material: Metal
Structure Substrate: Rock
General Conditions: Moderate deterioration from corrosion or abrasion (small rust flakes or indication that rust is slightly deeper than the surface level) or cracking or spalling or chipping (few minor cracks or localized chipping in the concrete). OR minor shape changes (described above).
Additional (Multiple) Structures
Structure
Width
Length
Height
Material
1
4.5 ft.
34 ft.
3.5 ft.
Metal
2
4.5 ft.
34 ft.
3.5 ft.
Metal
Structure Interior: Smooth
Is Structure Rusted through? No
Dimensions of Structure: Length 34 ft. Width 4.5 ft. Height 3.2 ft.
Percentage Plugged: 61% - 80% Inlet
Percentage Crushed: None or 0%
Structure is NOT Perched
Structure Inlet
Water Depth: 0.5 ft.
Embedded Depth of Structure: 1.8 ft.
Water Velocity*: 0 ft./sec.
Structure Outlet
Water Depth: 0.2 ft.
Embedded Depth of Structure: 0.3 ft.
Water Velocity*: 0 ft./sec.
*Water Velocities were measured 0.1 ft. below the surface (via Flow Meter).
Stream Information
Stream Flow: < 1/2 Bankfull – The stream channel is less than half filled with water.
Stream Flow Type: Perennial (if flowing during the time of assessment.)
Is Scour Pool Present? No
Is Upstream Ponding Present? Yes
Pond: Length 20 ft., Width 12.5 ft.
Riffle Information
Water Depth: 1 ft.
Bankfull Width: 11 ft.
Wetted Width: 6 ft.
Water Velocity: 0 ft./sec. (measured via Float Test)
Dominant Substrate: Silt – very fine particles that don't stick together
Road Information
Road Surface: Gravel
Owner: State
Road Condition: New Pavement or Well Graded, Same condition as initial placement.
Road Core Integrity: Good (no symptoms of lack of integrity)
Road Width at Culvert: 16 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 3.2 ft.
Slope: Moderate, 2:1, 22.5°, or 41%
Downstream
Fill Depth: 3.2 ft.
Slope: Moderate, 2:1, 22.5°, or 41%
Approaches
Left Approach
Length: 165 ft.
Slope: 1-5%
Vegetation: Partial, Ditch has some vegetation and some bare, eroding places.
Erosion Estimate: 0.33 tons/year
Right Approach
Length: 340 ft.
Slope: 1-5%
Vegetation: Partial, Ditch has some vegetation and some bare, eroding places.
Erosion Estimate: 0.85 tons/year
Erosion Information
Estimate of Total Erosion at Crossing: 1.18 tons/year
Summary Information
Fish Passability: Barrier at Most Flows
Is a future visit to this site recommended? No
Were any non-native species observerd at this site? Yes, Leafyspurge.
Site Comments: Undersized, Roadfill on downstream end
*These data are maintained in the Michigan DNR Road Stream Crossing Inventory.