M01-A | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M01-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M01-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M01-A | 2 | Erosion | | Left Bank | 81.55 | Height | 5 | ----- | 0 |
M01-A | 2 | Erosion | | Left Bank | 138.9 | Height | 6 | ----- | 0 |
M01-A | 2 | Erosion | | Right Bank | 75.69 | Height | 2 | ----- | 0 |
M02-A | 2 | Bank Armoring or Revetment | Rip-Rap | Right Bank | 51.65 | ----- | 0 | ----- | 0 |
M02-A | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M02-A | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M02-A | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M02-A | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-A | 2 | Erosion | | Left Bank | 56.98 | Height | 6 | ----- | 0 |
M02-A | 2 | Erosion | | Left Bank | 64.17 | Height | 7 | ----- | 0 |
M02-A | 2 | Erosion | | Left Bank | 100.27 | Height | 5 | ----- | 0 |
M02-A | 2 | Erosion | | Right Bank | 26 | Height | 5 | ----- | 0 |
M02-A | 2 | Erosion | | Right Bank | 33.25 | Height | 6 | ----- | 0 |
M02-A | 2 | Erosion | | Right Bank | 34.1 | Height | 8 | ----- | 0 |
M02-A | 2 | Erosion | | Right Bank | 42.42 | Height | 5 | ----- | 0 |
M02-A | 2 | Erosion | | Right Bank | 48.11 | Height | 6 | ----- | 0 |
M02-A | 2 | Erosion | | Right Bank | 60.26 | Height | 5 | ----- | 0 |
M02-A | 2 | Erosion | | Right Bank | 100.39 | Height | 7 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 5 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 15 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 20 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 20 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 80 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 8 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 100 | ----- | 0 |
M02-A | 2 | Mass Failure | | | 0 | Height | 7 | ----- | 0 |
M02-A | 2 | Stormwater Input | | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Erosion | | Left Bank | 83.23 | Height | 8 | ----- | 0 |
M02-B | 2 | Erosion | | Right Bank | 114.6 | Height | 7 | ----- | 0 |
M02-B | 2 | Migration | Flood Chute | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Migration | Flood Chute | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Migration | Flood Chute | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M02-B | 2 | Stormwater Input | | | 0 | ----- | 0 | ----- | 0 |
M02-C | 2 | Beaver Dam | | | 0 | Length | 38 | ----- | 0 |
M02-C | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-C | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M02-C | 2 | Erosion | | Left Bank | 85.97 | Height | 7 | ----- | 0 |
M02-C | 2 | Mass Failure | | | 0 | Height | 20 | ----- | 0 |
M02-C | 2 | Mass Failure | | | 0 | Height | 20 | ----- | 0 |
M02-C | 2 | Migration | Flood Chute | | 0 | ----- | 0 | ----- | 0 |
M02-C | 2 | Stormwater Input | | | 0 | ----- | 0 | ----- | 0 |
M03-A | 2 | Bank Armoring or Revetment | Rip-Rap | Right Bank | 30.56 | ----- | 0 | ----- | 0 |
M03-A | 2 | Bank Armoring or Revetment | Rip-Rap | Right Bank | 57.36 | ----- | 0 | ----- | 0 |
M03-A | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M03-A | 2 | Bridge or Culvert | | | 18.26 | Length | 20 | ----- | 0 |
M03-A | 2 | Bridge or Culvert | | | 132.87 | Length | 132 | ----- | 0 |
M03-A | 2 | Bridge or Culvert | | | 397.99 | Length | 400 | ----- | 0 |
M03-A | 2 | Encroachment | Road | Both Sides | 37 | ----- | 0 | ----- | 0 |
M03-A | 2 | Encroachment | Road | Both Sides | 535.51 | ----- | 0 | ----- | 0 |
M03-A | 2 | Encroachment | Road | One Side | 176.64 | ----- | 0 | ----- | 0 |
M03-A | 2 | Erosion | | Right Bank | 14.28 | Height | 3 | ----- | 0 |
M03-A | 2 | Grade Control | Ledge | Upstream | 0 | Height | 3 | HtAbvWater | 2 |
M03-A | 2 | Grade Control | Weir | Upstream | 0 | Height | 1 | HtAbvWater | 0 |
M03-A | 2 | Stormwater Input | | | 0 | ----- | 0 | ----- | 0 |
M03-A | 2 | Straightening | Straightening | | 1115.1 | ----- | 0 | ----- | 0 |
M03-B | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M03-B | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M03-B | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M03-B | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M03-B | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M03-B | 2 | Beaver Dam | | | 0 | Length | 0 | ----- | 0 |
M03-B | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M03-B | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M03-B | 2 | Debris Jam | | | 0 | ----- | 0 | ----- | 0 |
M03-B | 2 | Grade Control | Ledge | Upstream | 0 | Height | 3 | HtAbvWater | 1 |
M03-B | 2 | Migration | Flood Chute | | 0 | ----- | 0 | ----- | 0 |
M05-B | 2 | Bridge or Culvert | | | 18.16 | Length | 25 | ----- | 0 |
M05-B | 2 | Encroachment | Road | Both Sides | 27.48 | ----- | 0 | ----- | 0 |
M05-B | 2 | Erosion | | Left Bank | 16.02 | Height | 3 | ----- | 0 |
M05-B | 2 | Straightening | Straightening | | 352.18 | ----- | 0 | ----- | 0 |
M05-C | 2 | Bridge or Culvert | | | 14.88 | Length | 0 | ----- | 0 |
M05-C | 2 | Bridge or Culvert | | | 31.05 | Length | 0 | ----- | 0 |
M05-C | 2 | Encroachment | Road | One Side | 155.62 | ----- | 0 | ----- | 0 |
M05-C | 2 | Erosion | | Left Bank | 4.24 | Height | 3 | ----- | 0 |
M05-C | 2 | Erosion | | Left Bank | 5.22 | Height | 0 | ----- | 0 |
M05-C | 2 | Erosion | | Left Bank | 5.83 | Height | 3 | ----- | 0 |
M05-C | 2 | Erosion | | Left Bank | 9 | Height | 4 | ----- | 0 |
M05-C | 2 | Erosion | | Left Bank | 30.54 | Height | 4 | ----- | 0 |
M05-C | 2 | Erosion | | Left Bank | 39.02 | Height | 4 | ----- | 0 |
M05-C | 2 | Erosion | | Right Bank | 9.23 | Height | 4 | ----- | 0 |
M05-C | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M05-C | 2 | Straightening | Straightening | | 3790.52 | ----- | 0 | ----- | 0 |
M05-C | 2 | Stream Crossing | Animal Crossing | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Bank Armoring or Revetment | Rip-Rap | Left Bank | 12.24 | ----- | 0 | ----- | 0 |
M06-A | 2 | Bank Armoring or Revetment | Rip-Rap | Right Bank | 14.23 | ----- | 0 | ----- | 0 |
M06-A | 2 | Bridge or Culvert | | | 21.41 | Length | 0 | ----- | 0 |
M06-A | 2 | Bridge or Culvert | | | 34.76 | Length | 0 | ----- | 0 |
M06-A | 2 | Bridge or Culvert | | | 34.81 | Length | 0 | ----- | 0 |
M06-A | 2 | Bridge or Culvert | | | 90.5 | Length | 0 | ----- | 0 |
M06-A | 2 | Development | | Both Sides | 151.23 | ----- | 0 | ----- | 0 |
M06-A | 2 | Encroachment | Railroad | One Side | 227.36 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Steep Riffle or Head Cut | Head Cut | | 0 | ----- | 0 | ----- | 0 |
M06-A | 2 | Straightening | Straightening | | 3522.67 | ----- | 0 | ----- | 0 |
M5S3.01-0 | 2 | Erosion | | Left Bank | 7.43 | Height | 5 | ----- | 0 |
M5S3.01-0 | 2 | Erosion | | Left Bank | 9.65 | Height | 3 | ----- | 0 |
M5S3.01-0 | 2 | Erosion | | Left Bank | 9.78 | Height | 3 | ----- | 0 |
M5S3.01-0 | 2 | Erosion | | Left Bank | 11.79 | Height | 3 | ----- | 0 |
M5S3.01-0 | 2 | Erosion | | Right Bank | 13.4 | Height | 4 | ----- | 0 |
M5S3.01-0 | 2 | Erosion | | Right Bank | 16.47 | Height | 3 | ----- | 0 |
M5S3.01-0 | 2 | Mass Failure | | | 0 | Height | 10 | ----- | 0 |
M5S3.01-0 | 2 | Mass Failure | | | 0 | Height | 8 | ----- | 0 |
M5S3.01-0 | 2 | Mass Failure | | | 0 | Height | 8 | ----- | 0 |
M5S3.01-0 | 2 | Straightening | Straightening | | 95.81 | ----- | 0 | ----- | 0 |
M5S3.01-0 | 2 | Straightening | Straightening | | 109.47 | ----- | 0 | ----- | 0 |
M5S3.01-0 | 2 | Straightening | Straightening | | 240.66 | ----- | 0 | ----- | 0 |