Road Stream Crossing Site P051

Pine River Watershed, Tributary to Rose Lake Outlet
170th Ave
Sherman Twp, Osceola County
Information collected by:
GPS Coordinates: 44.12332086 , -85.42564301
T20N R09W Sec 17
Adjacent Land Owned by Private
Severity: Moderate
Cost: $45,100.00
Site Location
 
Inlet
Outlet
Road Approach - Left
Road Approach - Right
Crossing Information
Road Width at Culvert: 18 ft.
Road Surface: Sand
Gravel
Maintenance: year around
Low Point: At Stream
Existing Drainage Control? no
Any Failings? no
Type of Crossing: culvert(s) (single culvert)
Is this crossing constricted? yes
Are there adjacent wetlands? yes
Comments: stream is grossly constricted by small culvert
Approaches
Left Approach
Length: 200 ft.
Slope: 1-5%
Vegetation: heavy
Right Approach
Length: 250 ft.
Slope: 1-5%
Vegetation: heavy
Culvert Information
Length: 58 ft.
Diameter: 36 ft.
Material: galvanized
Condition :fair
Flow: obstructed
Embankments
Upstream
Fill Depth: 15 ft.
Embankment Slope: vertical
Downstream
Fill Depth: 15 ft.
Embankment Slope: vertical
Stream Information
Upstream
Stream Width: 35 ft.
Stream Depth: 2 in.
Stream Current: slow
Stream Substrate: muck
Downstream
Stream Width: 15 ft.
Stream Depth: 1 in.
Stream Current: moderate
Stream Substrate: muck
Erosion Information
Conditions
Is there Streambank erosion beside the crossing? no
Is there embankment erosion? yes
Is there erosion at the culvert outlet? yes
Is there erosion at the shoulder and/or ditch? yes
Is there pooling at the outlet? yes
Is there sand over the crossing? no
 
Extent of Erosion: minor
Cause of Erosion: extreme constriction of stream
Recommended Treatments
Action Recommended? no
Add pavement? yes
Add paved raised edge? yes
Number of erosion control structures: 0
Number of sediment basins: 0
Number of diversion outlets: 0
Increase fill? yes
Replace culvert(s)? no
Dimensions of replacement: 1
Extend culvert(s)? no
Lineal feet to extend: 0
Other Treatments: increase fill by 36", place rock riprap, revegetation
 
Severity:Moderate
This page last updated on 2/9/2022.