Road Stream Crossing Site EUP_PRW01
Pine River Watershed
S Mackinac Trail
Chippewa County
Information collected by:
Site Location
GPS Coordinates: 46.1706986,-84.6073963
T 044N R 002 Sec 31
Fish Passability: Not a Barrier
Structure is NOT Perched
Total Erosion: 2.67 tons/year
Overall Score: 16
Severity: Moderate
Date Inventoried: 4/12/2021
Road Approach - Left
Road Approach - Right
Inlet
Upstream Conditions
Outlet
Downstream Conditions
Representative Reach
Other
Site Sketch
Crossing Information*
Type of Crossing: Culvert(s)
Number of Structures: 1
Structure Shape: Square/Rectangle
Inlet Type: Headwall and Wingwall
Outlet Type: At Stream Grade
Structure Material: Concrete
Structure Substrate: Mixture
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).
Structure Interior: Smooth
Is Structure Rusted through? No
Dimensions of Structure: Length 84 ft. Width 8 ft. Height 6 ft.
Percentage Plugged: None or 0%
Percentage Crushed: None or 0%
Structure is NOT Perched
Structure Inlet
Water Depth: 0.3 ft.
Embedded Depth of Structure: 0.3 ft.
Water Velocity*: 1 ft./sec.
Structure Outlet
Water Depth: 0.8 ft.
Embedded Depth of Structure: 0.9 ft.
Water Velocity*: 0.5 ft./sec.
*Water Velocities were measured 0.6 ft. below the surface (via Flow Meter).
Stream Information
Stream Flow: < Bankfull – The stream channel is more than half filled with water, but is not full.
Stream Flow Type: Perennial (if flowing during the time of assessment.)
Is Scour Pool Present? No
Is Upstream Ponding Present? Yes
Pond: Length 7 ft., Width 8 ft.
Riffle Information
Water Depth: 0.6 ft.
Bankfull Width: 7.4 ft.
Wetted Width: 4.8 ft.
Water Velocity: 0.7 ft./sec. (measured via Flow Meter)
Dominant Substrate: Clay – very fine particles that stick together
Road Information
Road Surface: Paved
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: 30 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 5.7 ft.
Slope: Moderate, 2:1, 22.5°, or 41%
Downstream
Fill Depth: 7.5 ft.
Slope: Moderate, 2:1, 22.5°, or 41%
Approaches
Left Approach
Length: 1000 ft.
Slope: 1-5%
Vegetation: Heavy, Ditch is fully vegetated or rip-rapped with no signs of erosion.
Erosion Estimate: 0.57 tons/year
Right Approach
Length: 500 ft.
Slope: 1-5%
Vegetation: Heavy, Ditch is fully vegetated or rip-rapped with no signs of erosion.
Erosion Estimate: 0.25 tons/year
Erosion Information
Estimate of Total Erosion at Crossing: 2.67 tons/year
Location of Erosion | Erosion Dimensions | Eroded Material | Material Eroded | Extent of Erosion | Estimated Erosion | ||
facing downstream | Length | Width | Depth | Reaching Stream? | (tons/year) | ||
Right Upstream Embankment | 40 ft. | 3.5 ft. | 3 ft. | Yes | Clay | Severe (corrective actions recommended) | 1.18 |
Left Upstream Embankment | 20 ft. | 4 ft. | 3 ft. | Yes | Clay | Severe (corrective actions recommended) | 0.67 |
Summary Information
Fish Passability: Not a Barrier
Is a future visit to this site recommended? No
Were any non-native species observerd at this site? Yes, Honeysuckle, thistle.
Site Comments: Erosion
*These data are maintained in the Michigan DNR Road Stream Crossing Inventory.