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Castleton River

Data stored from FIT file

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Version: 3

ReachPhaseImpactSub ImpactLocationLength (ft.)Name 1Value 1Name 2Value 2
T02.08-02Bank Armoring or RevetmentRip-RapLeft Bank75.89-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapLeft Bank79.28-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapLeft Bank83.9-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapLeft Bank133.1-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapLeft Bank226.94-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapLeft Bank359.83-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapRight Bank66.44-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapRight Bank140.04-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapRight Bank163.76-----0-----0
T02.08-02Bank Armoring or RevetmentRip-RapRight Bank210.65-----0-----0
T02.08-02Bridge or CulvertBridge 0Length200-----0
T02.08-02Bridge or CulvertBridge 0Length200-----0
T02.08-02Bridge or CulvertBridge 0Length100-----0
T02.08-02Buffers Less than 25 feet Left Bank82.72-----0-----0
T02.08-02Buffers Less than 25 feet Left Bank108.96-----0-----0
T02.08-02Buffers Less than 25 feet Left Bank111.44-----0-----0
T02.08-02Buffers Less than 25 feet Left Bank174.13-----0-----0
T02.08-02Buffers Less than 25 feet Left Bank349.41-----0-----0
T02.08-02Buffers Less than 25 feet Left Bank690.05-----0-----0
T02.08-02Buffers Less than 25 feet Right Bank69.56-----0-----0
T02.08-02Buffers Less than 25 feet Right Bank178.1-----0-----0
T02.08-02Cross Section LocationNOT Representative 0Number2-----0
T02.08-02Cross Section LocationRepresentative 0Number1-----0
T02.08-02Debris Jam  0-----0-----0
T02.08-02Debris Jam  0-----0-----0
T02.08-02Debris Jam  0-----0-----0
T02.08-02Debris Jam  0-----0-----0
T02.08-02Development Both Sides53.42-----0-----0
T02.08-02Development Both Sides81.07-----0-----0
T02.08-02Development Both Sides89.41-----0-----0
T02.08-02Development One Side54.89-----0-----0
T02.08-02EncroachmentBermOne Side295.27Height8-----0
T02.08-02EncroachmentBermOne Side1029.33Height8-----0
T02.08-02EncroachmentRailroadOne Side273.13Height8-----0
T02.08-02EncroachmentRailroadOne Side457.53Height15-----0
T02.08-02EncroachmentRailroadOne Side712.45Height8-----0
T02.08-02EncroachmentRailroadOne Side1447.37Height15-----0
T02.08-02EncroachmentRoadBoth Sides57.48Height15-----0
T02.08-02EncroachmentRoadOne Side431.21Height15-----0
T02.08-02EncroachmentRoadOne Side492.24Height25-----0
T02.08-02Erosion Left Bank91.24Height4-----0
T02.08-02Erosion Left Bank107.34Height3-----0
T02.08-02Erosion Left Bank112.78Height4-----0
T02.08-02Erosion Left Bank114.89Height4-----0
T02.08-02Erosion Left Bank116.55Height2-----0
T02.08-02Erosion Left Bank146.53Height3-----0
T02.08-02Erosion Left Bank148.53Height4-----0
T02.08-02Erosion Left Bank193.33Height5-----0
T02.08-02Erosion Left Bank203.83Height2-----0
T02.08-02Erosion Right Bank62.49Height3-----0
T02.08-02Erosion Right Bank68.45Height4-----0
T02.08-02Erosion Right Bank72.88Height5-----0
T02.08-02Erosion Right Bank88.04Height4-----0
T02.08-02Erosion Right Bank114.12Height3-----0
T02.08-02Erosion Right Bank117.49Height3-----0
T02.08-02Erosion Right Bank117.96Height3-----0
T02.08-02Erosion Right Bank128.17Height2-----0
T02.08-02Erosion Right Bank129.18Height5-----0
T02.08-02Erosion Right Bank138.59Height2-----0
T02.08-02Erosion Right Bank147.98Height4-----0
T02.08-02Erosion Right Bank187.54Height4-----0
T02.08-02Erosion Right Bank238.31Height3-----0
T02.08-02MigrationBraiding 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationFlood Chute 0-----0-----0
T02.08-02MigrationNeck Cutoff 0-----0-----0
T02.08-02MigrationNeck Cutoff 0-----0-----0
T02.08-02Stormwater InputField Ditch 0-----0-----0
T02.08-02Stormwater InputOverland Flow 0-----0-----0
T02.08-02Stormwater InputRoad Ditch 0-----0-----0
T02.08-02StraighteningStraightening 616.08-----0-----0
T02.08-02StraighteningStraightening 1384.16-----0-----0