View | 10/30/2023 2:44:00 PM | JoeB | rhaDepartureType | Plane Bed | |
View | 10/27/2023 1:37:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 10/27/2023 1:37:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 10/27/2023 1:37:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 10/27/2023 1:37:00 PM | JoeB | MassFailures | None | Multiple |
View | 10/27/2023 1:37:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 10/27/2023 1:37:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 10/27/2023 1:37:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 10/27/2023 1:37:00 PM | JoeB | MassFailures | Multiple | None |
View | 10/27/2023 1:37:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 10/27/2023 1:37:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 10/27/2023 1:35:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 10/27/2023 1:35:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 10/27/2023 1:35:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 10/27/2023 1:35:00 PM | JoeB | MassFailures | Multiple | None |
View | 10/27/2023 1:35:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 10/27/2023 1:34:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 10/27/2023 1:34:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 10/27/2023 1:34:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 10/27/2023 1:34:00 PM | JoeB | MassFailures | None | Multiple |
View | 10/27/2023 1:34:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 10/27/2023 12:04:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 10/27/2023 12:04:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 10/27/2023 12:04:00 PM | JoeB | MassFailures | Multiple | None |
View | 10/27/2023 12:04:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 10/27/2023 12:04:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 10/27/2023 12:03:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 10/27/2023 12:03:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 10/27/2023 12:03:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 10/27/2023 12:03:00 PM | JoeB | MassFailures | None | Multiple |
View | 10/27/2023 12:03:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 10/27/2023 12:01:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 10/27/2023 12:01:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 10/27/2023 12:01:00 PM | JoeB | MassFailures | Multiple | None |
View | 10/27/2023 12:01:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 10/27/2023 12:01:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 10/27/2023 12:00:00 PM | JoeB | MassFailures | None | Multiple |
View | 10/27/2023 12:00:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 10/27/2023 12:00:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 10/27/2023 12:00:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 10/27/2023 12:00:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 10/20/2023 11:52:00 AM | JoeB | Bedform | Plane Bed | Dune-Ripple |
View | 10/20/2023 11:28:00 AM | JoeB | AdjustmentNarrative | | This short reach is variable with the portion downstream of Rue Pelletier having higher slope and coarse substrate. Above the undersized culvert the channel has very low slope and is buried in fine sediment. We observed small areas of erosion throughout and two mass failures immediately downstream of the culvert where the stream takes a sharp bend. Moderate incision was consistent throughout. We assessed the reach as Stage II transitioning to Stage III based on incision with some areas of active widening and erosion. |
View | 10/20/2023 11:28:00 AM | JoeB | ChannelEvolutionModel | | F |
View | 10/20/2023 11:28:00 AM | JoeB | ChannelEvolutionStage | | II |
View | 10/20/2023 11:28:00 AM | JoeB | GeoAssessCondition | | Fair |
View | 10/20/2023 11:28:00 AM | JoeB | GeoAssessConfinement | Plane Bed | Confined |
View | 10/20/2023 11:28:00 AM | JoeB | GeoAssessSensitivity | | High |
View | 10/20/2023 11:28:00 AM | JoeB | AdjustmentNarrative | This short reach is variable with the portion downstream of Rue Pelletier having higher slope and coarse substrate. Above the undersized culvert the channel has very low slope and is buried in fine sediment. We observed small areas of erosion throughout and two mass failures immediately downstream of the culvert where the stream takes a sharp bend. Moderate incision was consistent throughout. We assessed the reach as Stage II transitioning to Stage III based on incision with some areas of active widening and erosion. | |
View | 10/20/2023 11:28:00 AM | JoeB | ChannelEvolutionModel | F | |
View | 10/20/2023 11:28:00 AM | JoeB | ChannelEvolutionStage | II | |
View | 10/20/2023 11:28:00 AM | JoeB | GeoAssessCondition | Fair | |
View | 10/20/2023 11:28:00 AM | JoeB | GeoAssessSensitivity | High | |
View | 1/12/2023 1:29:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 1/12/2023 1:29:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 1/12/2023 1:29:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 1/12/2023 1:29:00 PM | JoeB | MassFailures | Multiple | None |
View | 1/12/2023 1:29:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 1/12/2023 1:28:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 1/12/2023 1:28:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 1/12/2023 1:28:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 1/12/2023 1:28:00 PM | JoeB | MassFailures | None | Multiple |
View | 1/12/2023 1:28:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 1/12/2023 1:02:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 1/12/2023 1:01:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 1/12/2023 1:01:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 1/12/2023 1:01:00 PM | JoeB | MassFailures | Multiple | None |
View | 1/12/2023 1:01:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 1/12/2023 1:00:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 1/12/2023 1:00:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 1/12/2023 1:00:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 1/12/2023 1:00:00 PM | JoeB | MassFailures | None | Multiple |
View | 1/12/2023 1:00:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 1/12/2023 12:22:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 1/12/2023 12:21:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 1/12/2023 12:21:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 1/12/2023 12:21:00 PM | JoeB | MassFailures | Multiple | None |
View | 1/12/2023 12:21:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 1/12/2023 12:20:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 1/12/2023 12:20:00 PM | JoeB | MassFailures | None | Multiple |
View | 1/12/2023 12:20:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 1/12/2023 12:20:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 1/12/2023 12:20:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 1/6/2023 11:33:00 AM | JoeB | TributaryRejuvenation | No | |
View | 1/5/2023 2:50:00 PM | JoeB | GeoAssessCondition | Fair | |
View | 1/5/2023 2:50:00 PM | JoeB | GeoAssessSensitivity | High | |
View | 1/5/2023 2:50:00 PM | JoeB | AdjustmentNarrative | This short reach is variable with the portion downstream of Rue Pelletier having higher slope and coarse substrate. Above the undersized culvert the channel has very low slope and is buried in fine sediment. We observed small areas of erosion throughout and two mass failures immediately downstream of the culvert where the stream takes a sharp bend. Moderate incision was consistent throughout. We assessed the reach as Stage II transitioning to Stage III based on incision with some areas of active widening and erosion. | |
View | 1/5/2023 2:40:00 PM | JoeB | GeoAssessConfinement | Confined | |
View | 1/5/2023 2:40:00 PM | JoeB | ChannelEvolutionModel | F | |
View | 1/5/2023 2:40:00 PM | JoeB | ChannelEvolutionStage | II | |
View | 7/11/2022 1:52:00 PM | JoeB | rhaStreamType | Riffle-Pool | |
View | 5/13/2022 9:34:00 AM | JoeB | BarPointNumber | 1 | |
View | 5/2/2022 2:51:00 PM | JoeB | ConfinementType | SC | |
View | 5/2/2022 2:51:00 PM | JoeB | HumanChangedWidth | No | |
View | 5/2/2022 2:51:00 PM | JoeB | InRockGorge | No | |
View | 5/2/2022 2:51:00 PM | JoeB | ValleyWidth | 58 | |
View | 5/2/2022 2:51:00 PM | JoeB | ValleyWidthDetermination | Measured | |
View | 3/31/2022 11:42:00 AM | JoeB | Bedform | Dune-Ripple | |
View | 3/31/2022 11:42:00 AM | JoeB | BedMaterial | Sand | |
View | 3/31/2022 11:42:00 AM | JoeB | FloodproneWidth | 65 | 85 |
View | 3/31/2022 11:42:00 AM | JoeB | StreamType | B | |
View | 3/31/2022 11:42:00 AM | JoeB | SubclassSlope | c | |
View | 3/24/2022 3:24:00 PM | JoeB | FloodproneWidth | 85 | 43 |
View | 3/23/2022 4:09:00 PM | JoeB | FloodproneWidth | 43 | |
View | 3/23/2022 4:09:00 PM | JoeB | MaximumDepth | 2.7 | |
View | 3/23/2022 4:09:00 PM | JoeB | MeanDepth | 1.54 | |
View | 3/23/2022 4:09:00 PM | JoeB | RecentlyAbandonedFloodplain | 4.2 | |
View | 3/23/2022 4:09:00 PM | JoeB | SinuosityType | Low | |
View | 3/23/2022 4:09:00 PM | JoeB | BankfullWidth | 20.67 | |
View | 3/23/2022 4:09:00 PM | JoeB | ChannelEnlargement | | 0 |
View | 3/23/2022 4:09:00 PM | JoeB | FloodAffectedCrossSectionComments | NULL | |
View | 3/16/2022 1:02:00 PM | JoeB | DetritusPercent | 0 | |
View | 3/16/2022 1:02:00 PM | JoeB | FloodAffectedCrossSectionComments | NULL | |
View | 3/16/2022 1:02:00 PM | JoeB | WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | |
View | 3/16/2022 1:02:00 PM | JoeB | WereChannelDimensionsSignificantlyChangedByMajorFlooding | | |
View | 3/16/2022 1:02:00 PM | JoeB | IsBarBedParticleNotEvaluated | 0 | |
View | 3/16/2022 1:02:00 PM | JoeB | IsBarParticleNotApplicable | 0 | |
View | 3/16/2022 1:02:00 PM | JoeB | IsBedParticleNotApplicable | 0 | |
View | 3/16/2022 1:02:00 PM | JoeB | IsRiffleSpacingApplicable | | |
View | 3/15/2022 2:39:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
View | 3/15/2022 2:39:00 PM | JoeB | FailureMeanHeight | 11 | |
View | 3/15/2022 2:39:00 PM | JoeB | MassFailures | Multiple | None |
View | 3/15/2022 2:39:00 PM | JoeB | MassFailuresNumber | 2 | 0 |
View | 3/15/2022 2:39:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 3/15/2022 2:37:00 PM | JoeB | FailureMeanHeight | | 11 |
View | 3/15/2022 2:37:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
View | 3/15/2022 2:37:00 PM | JoeB | MassFailures | None | Multiple |
View | 3/15/2022 2:37:00 PM | JoeB | MassFailuresNumber | 0 | 2 |
View | 3/15/2022 11:49:00 AM | JoeB | FloodChutesNumber | 1 | 0 |
View | 3/15/2022 11:49:00 AM | JoeB | FailureMeanHeight | 11 | |
View | 3/15/2022 11:49:00 AM | JoeB | MassFailures | Multiple | None |
View | 3/15/2022 11:49:00 AM | JoeB | MassFailuresNumber | 2 | 0 |
View | 3/15/2022 11:48:00 AM | JoeB | FailureMeanHeight | | 11 |
View | 3/15/2022 11:48:00 AM | JoeB | MassFailures | None | Multiple |
View | 3/15/2022 11:48:00 AM | JoeB | MassFailuresNumber | 0 | 2 |
View | 3/7/2022 10:46:00 AM | JoeB | DebrisJamsNumber | 0 | 1 |
View | 3/7/2022 10:46:00 AM | JoeB | FailureMeanHeight | | 11 |
View | 3/7/2022 10:46:00 AM | JoeB | GulliesLength | 0 | |
View | 3/7/2022 10:46:00 AM | JoeB | MassFailures | None | Multiple |
View | 3/7/2022 10:46:00 AM | JoeB | FailureMeanHeight | 11 | |
View | 3/7/2022 10:46:00 AM | JoeB | MassFailures | Multiple | None |
View | 3/7/2022 10:46:00 AM | JoeB | MassFailuresNumber | 2 | 0 |
View | 3/7/2022 10:46:00 AM | JoeB | MassFailuresNumber | 0 | 2 |
View | 3/7/2022 8:55:00 AM | JoeB | AdjacentWetland | Abundant | |
View | 3/7/2022 8:55:00 AM | JoeB | BridgeCulvertAssessment | Yes | |
View | 3/7/2022 8:55:00 AM | JoeB | FlowStatus | Moderate | |
View | 3/7/2022 8:55:00 AM | JoeB | SpringSeep | Abundant | |
View | 3/7/2022 8:53:00 AM | JoeB | GulliesLength | | 0 |
View | 3/7/2022 8:53:00 AM | JoeB | TypicalBankSlope | Steep | |
View | 3/7/2022 8:53:00 AM | JoeB | ChannelCanopy | Closed | |
View | 3/7/2022 8:50:00 AM | JoeB | Segmentation | None | |
View | 3/4/2022 11:14:00 AM | JoeB | DebrisJamsNumber | 1 | 0 |
View | 3/4/2022 11:14:00 AM | JoeB | MassFailuresNumber | 2 | 0 |
View | 3/4/2022 11:14:00 AM | JoeB | MassFailures | Multiple | None |
View | 3/4/2022 11:14:00 AM | JoeB | FailureMeanHeight | 11 | |
View | 3/4/2022 11:13:00 AM | JoeB | FlowRegUpDownStream | None | |
View | 3/4/2022 11:13:00 AM | JoeB | FlowRegType | None | |
View | 3/4/2022 11:13:00 AM | JoeB | StreamFord | No | |
View | 3/4/2022 11:13:00 AM | JoeB | Straightening | None | |
View | 3/4/2022 11:13:00 AM | JoeB | SteepRifflesNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | NeckCutoffsNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | MassFailuresNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | MassFailures | None | |
View | 3/4/2022 11:13:00 AM | JoeB | HeadCutsNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | GulliesLength | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | GulliesNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | Gullies | None | |
View | 3/4/2022 11:13:00 AM | JoeB | FloodChutesNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | Dredging | None | |
View | 3/4/2022 11:13:00 AM | JoeB | DebrisJamsNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | ChannelAvulsionsNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | BraidingNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | BeaverDamsNumber | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | BeaverDamAffectedLength | 0 | |
View | 3/4/2022 11:13:00 AM | JoeB | AlluvialFan | None | |
View | 3/4/2022 11:11:00 AM | JoeB | IsQC2Passed | 1073758400 | 16576 |