| View | 10/27/2023 12:04:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
| View | 10/27/2023 12:04:00 PM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 10/27/2023 12:04:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 10/27/2023 12:02:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 10/27/2023 12:02:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
| View | 10/27/2023 12:02:00 PM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 10/27/2023 12:01:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
| View | 10/27/2023 12:01:00 PM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 10/27/2023 12:01:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 10/27/2023 11:59:00 AM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 10/27/2023 11:59:00 AM | JoeB | FloodChutesNumber | 0 | 1 |
| View | 10/27/2023 11:59:00 AM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 10/12/2023 4:11:00 PM | JoeB | GeoAssessCondition | Good | Fair |
| View | 10/12/2023 4:11:00 PM | JoeB | GeoAssessSensitivity | Moderate | High |
| View | 10/12/2023 4:07:00 PM | JoeB | AdjustmentNarrative | Entire segment is backwatered from large grade control. No evidence of widening or planform adjustment, channel has no slope and is very low energy. Assessed as D-1 since there is no opportunity for incision and no evidence of channel adjustment. Bridge is undersized, but no impact due to low slope and large grade control immediately downstream. Consider changing this segment to "not assessed" | |
| View | 10/12/2023 4:07:00 PM | JoeB | ChannelEvolutionModel | D | |
| View | 10/12/2023 4:07:00 PM | JoeB | ChannelEvolutionStage | I | |
| View | 10/12/2023 4:07:00 PM | JoeB | GeoAssessCondition | Fair | |
| View | 10/12/2023 4:07:00 PM | JoeB | GeoAssessSensitivity | High | |
| View | 10/12/2023 4:06:00 PM | JoeB | AdjustmentNarrative | | Entire segment is backwatered from large grade control. No evidence of widening or planform adjustment, channel has no slope and is very low energy. Assessed as D-1 since there is no opportunity for incision and no evidence of channel adjustment. Bridge is undersized, but no impact due to low slope and large grade control immediately downstream. Consider changing this segment to "not assessed" |
| View | 10/12/2023 4:06:00 PM | JoeB | ChannelEvolutionModel | | D |
| View | 10/12/2023 4:06:00 PM | JoeB | ChannelEvolutionStage | | I |
| View | 10/12/2023 4:06:00 PM | JoeB | GeoAssessCondition | | Fair |
| View | 10/12/2023 4:06:00 PM | JoeB | GeoAssessConfinement | Plane Bed | Confined |
| View | 10/12/2023 4:06:00 PM | JoeB | GeoAssessSensitivity | | High |
| View | 10/12/2023 3:46:00 PM | JoeB | Bedform | Dune-Ripple | Plane Bed |
| View | 10/12/2023 3:46:00 PM | JoeB | ReferenceSubclassSlope | c | |
| View | 9/15/2023 12:13:00 PM | JoeB | ReferenceBedform | Dune-Ripple | |
| View | 9/15/2023 12:13:00 PM | JoeB | ReferenceBedMaterial | Silt | |
| View | 9/15/2023 12:13:00 PM | JoeB | ReferenceStreamType | B | |
| View | 1/12/2023 1:04:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 1/12/2023 1:04:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 1/12/2023 1:04:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
| View | 1/12/2023 1:04:00 PM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 1/12/2023 1:04:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
| View | 1/12/2023 1:04:00 PM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 1/12/2023 1:02:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 1/12/2023 1:02:00 PM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 1/12/2023 1:01:00 PM | JoeB | FloodChutesNumber | 1 | 0 |
| View | 1/12/2023 1:00:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 1/12/2023 1:00:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
| View | 1/12/2023 1:00:00 PM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 1/12/2023 12:22:00 PM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| 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 12:19:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 1/12/2023 12:19:00 PM | JoeB | FloodChutesNumber | 0 | 1 |
| View | 1/12/2023 12:19:00 PM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 1/6/2023 11:55:00 AM | JoeB | TributaryRejuvenation | No | |
| View | 12/12/2022 11:47:00 AM | JoeB | AdjustmentNarrative | Entire segment is backwatered from large grade control. No evidence of widening or planform adjustment, channel has no slope and is very low energy. Assessed as D-1 since there is no opportunity for incision and no evidence of channel adjustment. Bridge is undersized, but no impact due to low slope and large grade control immediately downstream. Consider changing this segment to "not assessed" | Entire segment is backwatered from large grade control. No evidence of widening or planform adjustment, channel has no slope and is very low energy. Assessed as D-1 since there is no opportunity for incision and no evidence of channel adjustment. |
| View | 12/12/2022 11:47:00 AM | JoeB | GeoAssessCondition | Fair | |
| View | 12/12/2022 11:47:00 AM | JoeB | GeoAssessSensitivity | High | |
| View | 12/12/2022 11:05:00 AM | JoeB | StreamType | B | F |
| View | 12/12/2022 11:05:00 AM | JoeB | SubclassSlope | c | |
| View | 12/12/2022 11:05:00 AM | JoeB | SiltClayPresent | Yes | |
| View | 12/12/2022 10:05:00 AM | JoeB | AdjustmentNarrative | | Entire segment is backwatered from large grade control. |
| View | 12/12/2022 10:05:00 AM | JoeB | GeoAssessConfinement | Confined | |
| View | 12/12/2022 10:05:00 AM | JoeB | AdjustmentNarrative | Entire segment is backwatered from large grade control. No evidence of widening or planform adjustment, channel has no slope and is very low energy. Assessed as D-1 since there is no opportunity for incision and no evidence of channel adjustment. | |
| View | 12/12/2022 10:05:00 AM | JoeB | ChannelEvolutionModel | D | |
| View | 12/12/2022 10:05:00 AM | JoeB | ChannelEvolutionStage | I | |
| View | 6/23/2022 1:51:00 PM | JoeB | rhaStreamType | Riffle-Pool | |
| View | 5/12/2022 4:30:00 PM | JoeB | BarDiagonalNumber | 2 | |
| View | 5/12/2022 4:30:00 PM | JoeB | BarMidNumber | 2 | |
| View | 5/12/2022 4:30:00 PM | JoeB | BarSideNumber | 3 | |
| View | 5/2/2022 2:03:00 PM | JoeB | ValleyWidth | 140 | |
| View | 5/2/2022 2:03:00 PM | JoeB | ValleyWidthDetermination | Measured | |
| View | 5/2/2022 2:03:00 PM | JoeB | InRockGorge | No | |
| View | 5/2/2022 2:03:00 PM | JoeB | ConfinementType | SC | |
| View | 5/2/2022 2:03:00 PM | JoeB | HumanChangedWidth | No | |
| View | 3/30/2022 1:49:00 PM | JoeB | AdjustmentNarrative | Entire segment is backwatered from large grade control. | |
| View | 3/30/2022 1:48:00 PM | JoeB | RifflesType | Not Applicable | |
| View | 3/30/2022 1:48:00 PM | JoeB | StreamType | F | |
| View | 3/30/2022 1:48:00 PM | JoeB | BedMaterial | Silt | |
| View | 3/30/2022 1:48:00 PM | JoeB | FloodproneWidth | 115 | 60 |
| View | 3/30/2022 1:48:00 PM | JoeB | WoodyDebrisNumber | 3 | |
| View | 3/30/2022 1:48:00 PM | JoeB | RecentlyAbandonedFloodplain | 14 | 6.5 |
| View | 3/30/2022 1:48:00 PM | JoeB | Bedform | Plane Bed | |
| View | 3/23/2022 3:53:00 PM | JoeB | RecentlyAbandonedFloodplain | 6.5 | |
| View | 3/23/2022 3:53:00 PM | JoeB | SinuosityType | Low | |
| View | 3/23/2022 3:53:00 PM | JoeB | BankfullWidth | 59.5 | |
| View | 3/23/2022 3:53:00 PM | JoeB | FloodproneWidth | 60 | |
| View | 3/23/2022 3:53:00 PM | JoeB | MaximumDepth | 9 | |
| View | 3/23/2022 3:53:00 PM | JoeB | MeanDepth | 6.27 | |
| View | 3/17/2022 10:08:00 AM | JoeB | Segmentation | Planform and Scope | Substrate Size |
| View | 3/17/2022 10:08:00 AM | JoeB | SegmentationComment | Segment C is stagnant and deep above the large grade control | |
| View | 3/16/2022 11:44:00 AM | JoeB | DetritusPercent | 0 | |
| View | 3/16/2022 11:44:00 AM | JoeB | FloodAffectedCrossSectionComments | NULL | |
| View | 3/16/2022 11:44:00 AM | JoeB | IsBarBedParticleNotEvaluated | 0 | |
| View | 3/16/2022 11:44:00 AM | JoeB | IsBarParticleNotApplicable | 0 | |
| View | 3/16/2022 11:44:00 AM | JoeB | IsBedParticleNotApplicable | 0 | |
| View | 3/16/2022 11:44:00 AM | JoeB | IsRiffleSpacingApplicable | | |
| View | 3/16/2022 11:44:00 AM | JoeB | ChannelEnlargement | | 0 |
| View | 3/15/2022 11:39:00 AM | JoeB | FloodChutesNumber | 1 | 0 |
| View | 3/15/2022 11:39:00 AM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 3/15/2022 11:39:00 AM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 3/15/2022 11:39:00 AM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 3/15/2022 11:39:00 AM | JoeB | FloodChutesNumber | 0 | 1 |
| View | 3/15/2022 11:39:00 AM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 3/15/2022 11:33:00 AM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 3/15/2022 11:33:00 AM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 3/15/2022 11:33:00 AM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 3/15/2022 11:33:00 AM | JoeB | FloodChutesNumber | 1 | 0 |
| View | 3/15/2022 11:33:00 AM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 3/7/2022 8:24:00 AM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 3/7/2022 8:24:00 AM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 3/7/2022 8:24:00 AM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 3/7/2022 8:24:00 AM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 3/4/2022 12:57:00 PM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 3/4/2022 12:57:00 PM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 3/4/2022 12:56:00 PM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 3/4/2022 12:56:00 PM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 3/4/2022 11:14:00 AM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 3/4/2022 11:14:00 AM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 3/4/2022 11:12:00 AM | JoeB | DebrisJamsNumber | 0 | 1 |
| View | 3/4/2022 11:12:00 AM | JoeB | GulliesLength | 0 | |
| View | 3/4/2022 11:12:00 AM | JoeB | IsNoStormwaterInputs | 1 | 0 |
| View | 3/3/2022 2:31:00 PM | JoeB | AdjacentWetland | Minimal | |
| View | 3/3/2022 2:31:00 PM | JoeB | BridgeCulvertAssessment | Yes | |
| View | 3/3/2022 2:31:00 PM | JoeB | FlowStatus | Low | |
| View | 3/3/2022 2:31:00 PM | JoeB | SpringSeep | Minimal | |
| View | 3/3/2022 2:29:00 PM | JoeB | ChannelCanopy | Open | |
| View | 3/3/2022 2:29:00 PM | JoeB | GulliesLength | | 0 |
| View | 3/3/2022 2:29:00 PM | JoeB | TypicalBankSlope | Steep | |
| View | 3/3/2022 2:27:00 PM | JoeB | Segmentation | Substrate Size | |
| View | 3/2/2022 11:00:00 AM | JoeB | DebrisJamsNumber | 1 | 0 |
| View | 3/2/2022 11:00:00 AM | JoeB | IsNoStormwaterInputs | 0 | 1 |
| View | 3/2/2022 11:00:00 AM | JoeB | FlowRegUpDownStream | None | |
| View | 3/2/2022 11:00:00 AM | JoeB | FlowRegType | None | |
| View | 3/2/2022 11:00:00 AM | JoeB | StreamFord | No | |
| View | 3/2/2022 11:00:00 AM | JoeB | Straightening | None | |
| View | 3/2/2022 11:00:00 AM | JoeB | SteepRifflesNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | NeckCutoffsNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | MassFailuresNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | MassFailures | None | |
| View | 3/2/2022 11:00:00 AM | JoeB | HeadCutsNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | GulliesNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | GulliesLength | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | Gullies | None | |
| View | 3/2/2022 11:00:00 AM | JoeB | FloodChutesNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | Dredging | None | |
| View | 3/2/2022 11:00:00 AM | JoeB | DebrisJamsNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | ChannelAvulsionsNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | BraidingNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | BeaverDamsNumber | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | BeaverDamAffectedLength | 0 | |
| View | 3/2/2022 11:00:00 AM | JoeB | AlluvialFan | None | |
| View | 3/2/2022 11:00:00 AM | JoeB | IsQC2Passed | 1073758400 | 16576 |
