Road Stream Crossing Site CRW_005

Cedar River Watershed, North Branch Cedar River
Renas Rd (East Crossing)
Sherman Twp, Gladwin County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.089767 , -84.559117
T20N R2W Sec 28
Owned by Private
Fish Passability 0
Perch Height: 2 ft.
Total Erosion: 0.4707 tons/year
Severity: Severe
Year Inventoried: 2018
Upstream Conditions
Downstream 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: None
General Conditions: Good
Structure Interior: corrugated
Dimensions of Structure: Length 50 ft. , Width 6 ft. , Height 6 ft.
Percentage Plugged: Inlet: 0% Outlet: 0% In Pipe: 0%
Percentage Crushed: Inlet: 0% Outlet: 0% In Pipe: 0%
Perch Height: 2 ft.
Structure Inlet
Water Depth: 1.5 ft.
Embedded Depth of Structure: 0.5 ft.
Water Velocity*: 4.1 ft./sec.
Structure Outlet
Water Depth: 1.6 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 5 ft./sec.
*Water Velocities were measured 0.5 ft. below Surface (with Meter)
Additional Comments
Crossing at Walt Harts Place Lat:44-05.386' Long: 84-33.547' Crossing at Walt Harts Place
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 66 ft. , Width 33 ft. , Depth 6 ft.
Upstream Pond: Length 0 ft. , Width 0 ft. , Depth 0 ft.
Riffle Information
Water Depth: 1.5 ft.
Bankfull Width: 30 ft.
Wetted Width: 22 ft.
Water Velocity: 1.8 ft./sec. (Measured with Meter)
Dominant Substrate: Sand
Road Information
Paved County Road
Road Condition: Good
Road Width at Culvert: 22 ft.
Location of Low Point: Other
Runoff Path: Ditch
Fill Depth: 2.5 ft.
Slope: Vertical
Fill Depth: 2.5 ft.
Slope: Vertical
Left Approach
Length: 450 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.49
Erosion: 0.1604 tons/year
Right Approach
Length: 780 ft.
Slope: 1% to 5%
Vegetation: Heavy
LS Factor: 0.547
Erosion: 0.3103 tons/year
Erosion Information
Total Erosion at Crossing: 0.4707 tons/year
Extent of Erosion: Minor
Notes: Road is paved 300' to right and 200' to left. Gravel beyond the paved area. Runoff is directed to ditches
Summary Information
Fish Passability 0
Fish Passage is an area of concern for this site. Water Velocity