Fish Passage Site 20300902

Coordinates (dec. deg.): 60.05686°, -151.47688°
Legal Description: S001S013W26
Region: South Central
Road Name: Oil Well Road

Datum: NAD83
Quad Name / ITM: Kenai A-4
AWC Stream #: 244-20-10090-2030-3015
Stream Name:

Elevation:

Site Comments: Location: Oil Well Road to Tract 3 Rd.

Survey Date: Jun 22, 2004

Survey KPC04-1A050

Observers: Mary King, Pam Russell

Overall Fish Passage Rating: Gray

Tidal: No
Backwatered: No

Step Pools:
Construction Year:


Comments: Location: Oil Well Road to Tract 3 Rd. Stream: Two pipes provide passage for the stream (one channel). Slight bank undercut . Two culverts were measured with the deeper meawsurements recorded in database. Culvert: Possible overflow pipe (right) has a residual tailcrest and is half embedded, needing replacement. Left pipe not embedded. Pipe condition=5.

Culvert Measurements

ID: 1 Structure Type: Circular pipe (Corrugated Metal) Fish Passage Rating:
 
Length(ft): 30.21
Inlet Type: Projecting
Outlet Type:
Corrugation Depth(in.): 0.5
Corrugation Width(in.): 2.67
Condition Rating(1-5):
Approach Angle:
Sedimentation At Inlet:
Inlet Substrate:
Outlet Substrate:
InletOutlet
Width(ft):3.08
Height(ft):3.0
Apron Length(ft):
Water Depth(ft): 1.08
Rustline Height(ft):1.0
Substrate Depth(ft):
Backwatered?:
Baffles Present: No
Embedded?: No
Outfall Height:
Outfall Type:
Constriction Ratio: 2.04
Culvert Gradient: 1.92%
Max Slope:
Max Slope Length:
 

Comments: Culvert: Possible overflow pipe (right) has a residual tailcrest and is half embedded, needing replacement. Left pipe not embedded. Pipe condition=5.
ID: 2 Structure Type: Circular pipe (Corrugated Metal) Fish Passage Rating:
 
Length(ft): 30.01
Inlet Type: Projecting
Outlet Type:
Corrugation Depth(in.): 0.5
Corrugation Width(in.): 2.67
Condition Rating(1-5):
Approach Angle:
Sedimentation At Inlet:
Inlet Substrate:
Outlet Substrate:
InletOutlet
Width(ft):2.58
Height(ft):
Apron Length(ft):
Water Depth(ft):
Rustline Height(ft):
Substrate Depth(ft):
Backwatered?:
Baffles Present: No
Embedded?: No
Outfall Height:
Outfall Type:
Constriction Ratio: 2.04
Culvert Gradient: 0.20%
Max Slope:
Max Slope Length:

Stream Measurements

Stream SubstratesUpstreamDownstream
Dominant:
Subdominant:
Stream Slope(deg.):
Stream Flow Stage:
Stream Width Type Distance From
Crossing (ft)		 Stream
Width (ft)
Upstream bank full 75.0 5.50
Upstream bank full 100.0 4.50
Upstream bank full 125.0 3.83
Upstream bank full 150.0 7.58
Upstream bed width 75.0 1.58
Upstream bed width 100.0 1.58
Upstream bed width 125.0 1.58
Upstream bed width 150.0 1.08
Upstream ordinary high water 75.0 3.00
Upstream ordinary high water 100.0 2.58
Upstream ordinary high water 125.0 2.75
Upstream ordinary high water 150.0 2.75

Elevations

Locator ID Culvert
Number		 River
Distance (ft)1		 Distance From
Crossing (ft)2		 Relative
Elevation (ft)
U/S Thalweg 1 96.55
D/S Thalweg 97.33
D/S Tailcrest or 1st Thalweg 97.73
OHW Left Bank 98.27
OHW Left Bank 98.30
U/S Thalweg 2 98.64
Outlet Culvert Top (Scratched a "carat" on top.) 1 100.00
Outlet Culvert Top (Scratched a "carat" on top.) 2 100.00
Max Pool Depth 0.00 5.0 97.69
Outlet Invert 1 5.00 0.0 97.21
Outlet Invert 2 5.00 0.0 98.25
Road Elev (Road surface.) 20.00 100.35
Inlet Culvert Invert 2 35.00 0.0 98.31
Inlet Culvert Invert 1 35.00 0.0 97.79

Notes:

  1. River distance is measured continuously throughout the survey reach along the thalweg of the stream.
  2. Measured from each end of the crossing along the thalweg of the stream.

Fish Sampling Efforts

No fish sampling occurred during this survey.

Fish Observations

No fish observations occurred during this survey.

Questions or comments about this report can be directed to dfg.dsf.webmaster@alaska.gov