| ProjectName | Rock River | Rock River | |
| StreamName | Rock River | Rock River | |
| ProjectID | 54 | 54 | |
| ReachID | 25 | 25 | |
| SegmentID | A | A | |
| ReachPointID | M04 | M04 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | KLU, BJ, BOS | Different |
| IsNotAssessed | False | True | Different |
| WhyNotAssessed | | Other (to be explained in comments) | Different |
| IsAdminJudgement | False | False | |
| SegmentLocation | Downstream 1/5 of reach near to the Canadian border. | Downstream 1/5 of reach near to the Canadian border. | |
| SegmentLength | 2818 | 2819 | Different |
| CompletionDate | 9/4/2020 12:00:00 AM | | Different |
| SevenDayRain | No | Yes | Different |
| Weather | Hot and dry | mostly sunny, 70s | Different |
| KnownFloodHistory | No | Yes | Different |
| SketchDone | Yes | No | Different |
| PhotoLogDone | Yes | No | Different |
| WatershedZone | | | |
| ReachClearlyAffectedByMajorFlooding | No | | Different |
| AdminJudgementEntity | | | |
| StreamType | F | | Different |
| Bedform | Plane Bed | | Different |
| BedMaterial | Gravel | | Different |
| SubclassSlope | | | |
| GeoAssessCondition | Fair | | Different |
| AdminStreamTypeDeparture | | | |
| Segmentation | Valley Width | | Different |
| SegmentationComment | Downstream portion is in a narrow valley and has a steeper channel with more coarse substrate. | | Different |
| BermLength_1 | | | |
| BermLength_2 | | | |
| RoadLength_1 | | | |
| RoadLength_2 | | | |
| RailroadLength_1 | | | |
| RailroadLength_2 | | | |
| PathLength_1 | | | |
| PathLength_2 | | | |
| DevelopmentLength_1 | | | |
| DevelopmentLength_2 | | | |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Very Steep | | Different |
| HillsideSlope_R | Very Steep | | Different |
| HillsideContinuous_L | Sometimes | | Different |
| HillsideContinuous_R | Sometimes | | Different |
| HillsideInWidth_L | Always | | Different |
| HillsideInWidth_R | Always | | Different |
| HillsideTexture_L | Silt/Clay | | Different |
| HillsideTexture_R | Silt/Clay | | Different |
| ValleyWidth | 180 | | Different |
| ValleyWidthDetermination | Measured | | Different |
| ConfinementType | NW | | Different |
| InRockGorge | No | | Different |
| HumanChangedWidth | No | | Different |
| BankfullWidth | 38 | | Different |
| MaximumDepth | 4.5 | | Different |
| MeanDepth | 3.35 | | Different |
| FloodproneWidth | 45 | | Different |
| RecentlyAbandonedFloodplain | 9.2 | | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Low | | Different |
| RifflesType | Sedimented | | Different |
| IsRiffleSpacingApplicable | | | |
| RiffleSpacingDistance | 150 | | Different |
| Bedrock | 0 | 0 | |
| Boulder | 1 | 0 | Different |
| Cobble | 39 | 0 | Different |
| Course Gravel | 45 | 0 | Different |
| Fine Gravel | 5 | 0 | Different |
| Sand | 2 | 0 | Different |
| Silt or Smaller | 8 | 0 | Different |
| SiltClayPresent | Yes | | Different |
| DetritusPercent | 5 | | Different |
| WoodyDebrisNumber | 4 | | Different |
| IsBarBedParticleNotEvaluated | False | | Different |
| IsBedParticleNotApplicable | False | | Different |
| LargestBedParticle | 180 | | Different |
| IsBarParticleNotApplicable | False | | Different |
| LargestBarParticle | 80 | | Different |
| ParticleUnits | mm | | Different |
| StreamType1 | F | | Different |
| BedMaterial1 | Gravel | | Different |
| SubclassSlope1 | | | |
| SubBedForm | Riffle-Pool | | Different |
| FieldMeasuredSlope | | | |
| ReferenceStreamType | | | |
| ReferenceBedMaterial | | | |
| ReferenceSubclassSlope | | | |
| ReferenceBedform | | | |
| ReachClearlyAffectedByMajorFlooding1 | No | | Different |
| WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
| ChannelEnlargement | 0 | 0 | |
| FloodAffectedCrossSectionComments | NULL | | Different |
| TypicalBankSlope | Steep | | Different |
| MaterialTypeUpper_L | Silt | | Different |
| MaterialTypeUpper_R | Silt | | Different |
| MaterialTypeUpper | | | |
| MaterialTypeLower_L | Silt | | Different |
| MaterialTypeLower_R | Silt | | Different |
| MaterialTypeLower | | | |
| ConsistencyUpper_L | Cohesive | | Different |
| ConsistencyUpper_R | Cohesive | | Different |
| ConsistencyUpper | | | |
| ConsistencyLower_L | Cohesive | | Different |
| ConsistencyLower_R | Cohesive | | Different |
| ConsistencyLower | | | |
| BankErosionLength_L | 0 | | Different |
| BankErosionLength_R | 19.92802 | | Different |
| BankErosionHeight_L | 0 | | Different |
| BankErosionHeight_R | 6 | | Different |
| BankRevetmentType_L | None | | Different |
| BankRevetmentType_R | None | | Different |
| BankRevetmentLength_L | 0 | | Different |
| BankRevetmentLength_R | 0 | | Different |
| DominantBankVegetation_L | Deciduous | | Different |
| DominantBankVegetation_R | Deciduous | | Different |
| SubDomBankVegetation_L | | | |
| SubDomBankVegetation_R | | | |
| CanopyPercentCategory_L | 51-75 | | Different |
| CanopyPercentCategory_R | 51-75 | | Different |
| ChannelCanopy | Open | | Different |
| DominantBufferWidth_L | >100 | | Different |
| DominantBufferWidth_R | >100 | | Different |
| SubDomBufferWidth_L | | | |
| SubDomBufferWidth_R | | | |
| Buffer0to25Feet_L | 0 | | Different |
| Buffer0to25Feet_R | 0 | | Different |
| DominantBufferVegetation_L | Deciduous | | Different |
| DominantBufferVegetation_R | Deciduous | | Different |
| SubDomBufferVegetation_L | Coniferous | | Different |
| SubDomBufferVegetation_R | Coniferous | | Different |
| DominantLandUse_L | Shrubs/Sapling | | Different |
| DominantLandUse_R | Forest | | Different |
| SubDomLandUse_L | Forest | | Different |
| SubDomLandUse_R | Shrubs/Sapling | | Different |
| MassFailuresLength_L | | | |
| MassFailuresLength_R | | | |
| MassFailures | None | | Different |
| MassFailuresMeanHeight_L | | | |
| MassFailuresMeanHeight_R | | | |
| FailureMeanHeight | | | |
| GulliesNumber | 5 | | Different |
| Gullies | Multiple | | Different |
| GulliesLength | 306 | | Different |
| GullyMeanHeight | 2.8 | | Different |
| SpringSeep | Minimal | | Different |
| AdjacentWetland | Minimal | | Different |
| FlowStatus | Low | | Different |
| DebrisJamsNumber | 0 | | Different |
| FlowRegType | None | | Different |
| FlowRegUse | | | |
| Impoundments | | | |
| ImpoundmentLocation | | | |
| FlowRegUpDownStream | None | | Different |
| UpstreamFlowRegulation | | | |
| IsNoChannelConstriction | True | False | Different |
| BeaverDamsNumber | 0 | | Different |
| BeaverDamAffectedLength | 0 | | Different |
| BridgeCulvertAssessment | No | | Different |
| BarMidNumber | | | |
| BarPointNumber | | | |
| BarSideNumber | 2 | | Different |
| BarDiagonalNumber | | | |
| BarDeltaNumber | | | |
| BarIslandNumber | | | |
| FloodChutesNumber | 0 | | Different |
| NeckCutoffsNumber | 0 | | Different |
| ChannelAvulsionsNumber | 0 | | Different |
| BraidingNumber | 0 | | Different |
| SteepRifflesNumber | 1 | | Different |
| HeadCutsNumber | 0 | | Different |
| TributaryRejuvenation | No | | Different |
| Straightening | None | | Different |
| StraighteningLength | 0 | 0 | |
| Dredging | None | | Different |
| Comments | | Segment not accessed due to proximity to border and minimal road access from United States. | Different |
| rhaStreamType | Riffle-Pool | | Different |
| rhaDepartureType | Plane Bed | | Different |
| rhacomments | | | |
| HabAssessStreamType | | | |
| GeoAssessConfinement | Unconfined | | Different |
| ChannelEvolutionStage | II | | Different |
| ChannelEvolutionModel | F | | Different |
| GeoAssessCondition1 | Fair | | Different |
| GeoAssessSensitivity | Extreme | | Different |
| AdjustmentNarrative | The reach was moderately incised, however we did not observe any evidence of historic straightening. The natural valley has steep side slopes with narrow elevated floodplain benches. Coarse substrate was observed through most of the segment, given the relatively low slope and stream power we do not anticipate further incision. Cohesive clay banks and coarse substrate also coupled with the low power will likely slow the widening process for continuation through the CEM process. | | Different |
| ReachesRID | 2614 | 2614 | |
| SegmentsRID | 3595 | 1256 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
