Road Stream Crossing Site RIF_OG252

Rifle River Watershed, Tributary of Peach Creek
Peach Lake Rd
West Branch Twp, Ogemaw County
Information collected by:
Huron Pines
Site Location
GPS Coordinates: 44.23068 , -84.16581
T22N R2E Sec 23
Fish Passability 0
Perch Height: 0.5 ft.
Severity: Severe
Year Inventoried: 2012
Inlet
Outlet
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: Freefall into Pool
Structure Material: Metal
Structure Substrate: None
General Conditions: Poor
Structure Interior: corrugated
Structure is Rusted through
Dimensions of Structure: Length 73 ft. , Width 3.2 ft. , Height 2.9 ft.
Perch Height: 0.5 ft.
Water Depth: 0 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 2 ft./sec.
Water Depth: 0 ft.
Embedded Depth of Structure: 0 ft.
Water Velocity*: 0 ft./sec.
*Water Velocities were measured at the Surface (with Float Test)
Stream Information
Stream Flow: Less than 1/2 Bankfull
Scour Pool: Length 30 ft. , Width 30 ft. , Depth 2.5 ft.
Upstream Pond: Length 6.8 ft. , Width 5.7 ft. , Depth 0 ft.
Riffle Information
Water Depth: 0.3 ft.
Bankfull Width: 5.5 ft.
Wetted Width: 4.6 ft.
Water Velocity: 1 ft./sec. (Measured with Float Test)
Dominant Substrate: Cobble
Road Information
Paved County Road
Road Condition: Fair
Road Width at Culvert: 21 ft.
Location of Low Point: Other
Runoff Path: Ditch
Embankments
Upstream
Fill Depth: 4.8 ft.
Slope: 1:2
Downstream
Fill Depth: 6 ft.
Slope: 1:2
Vegetation: Heavy
Length: 600 ft.
Slope: 1% to 5%
Vegetation: Heavy
Erosion Information
Extent of Erosion: Moderate
Notes: on both sides of culvert
Location of Erosion
Erosion Dimensions
Eroded Material
Material Eroded
Total Erosion
facing downstream
Length
Width
Depth
Reaching Stream?
(tons/year)
Right Downstream
3.6 ft.
1.1 ft.
2.3 ft.
no
Sand
0.0638
Left Downstream
3.2 ft.
0.8 ft.
2.1 ft.
no
Sand
0.0517
Right Upstream
3.8 ft.
1 ft.
2.3 ft.
no
Sand
0.0673
Left Upstream
3.8 ft.
0.8 ft.
1.8 ft.
no
Sand
0.0527
Summary Information
Fish Passability 0
Fish Passage is an area of concern for this site. perched culvert
A future visit to this site is recommended. fish passage, plus culvert in poor condition