Road Stream Crossing Site RIF_OG13

Rifle River Watershed, Mayhue Creek
Mckellar Rd
Rose Twp, Ogemaw County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.44038 , -84.06611
T24N R3E Sec 27
Fish Passability 0
Structure is NOT Perched
Total Erosion: 0.5786 tons/year
Severity: Severe
Year Inventoried: 2012
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: Gravel
General Conditions: Good
Structure Interior: corrugated
Dimensions of Structure: Length 62 ft. , Width 4 ft. , Height 4.2 ft.
Structure is NOT Perched
Structure Inlet
Water Depth: 1.2 ft.
Embedded Depth of Structure: 0.1 ft.
Water Velocity*: 2 ft./sec.
Structure Outlet
Water Depth: 0.7 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 4.2 ft./sec.
*Water Velocities were measured 0.9 ft. below Surface (with Meter)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 17.4 ft. , Width 10.1 ft. , Depth 2.2 ft.
Upstream Pond: Length 7.9 ft. , Width 8.6 ft.
Riffle Information
Water Depth: 0.3 ft.
Bankfull Width: 13.7 ft.
Wetted Width: 10.2 ft.
Water Velocity: 1.6 ft./sec. (Measured with Meter)
Dominant Substrate: Cobble
Road Information
Paved County Road
Road Condition: Good
Road Width at Culvert: 22.3 ft.
Location of Low Point: At Stream
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 3 ft.
Slope: 1:2
Downstream
Fill Depth: 2 ft.
Slope: More than 1:2
Approaches
Left Approach
Length: 605 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.521
Erosion: 0.2323 tons/year
Right Approach
Length: 824 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.552
Erosion: 0.3356 tons/year
Erosion Information
Total Erosion at Crossing: 0.5786 tons/year
Extent of Erosion: Minor
Notes: on the side of the culvert
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Upstream
3.1 ft.
2.3 ft.
1.7 ft.
yes
Sand
0.0058
Left Upstream
3.8 ft.
3.4 ft.
1.2 ft.
yes
Sand
0.005
Summary Information
Fish Passability 0
Fish Passage is an area of concern for this site. the hoh velocity is to high
A future visit to this site is recommended. fish passage