| ProjectName | Rock River | Rock River | |
| StreamName | Rock River | Rock River | |
| ProjectID | 54 | 54 | |
| ReachID | 25 | 25 | |
| SegmentID | B | B | |
| ReachPointID | M04 | M04 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | KLU, BJ, BOS | Different |
| IsNotAssessed | False | False | |
| WhyNotAssessed | | | |
| IsAdminJudgement | False | False | |
| SegmentLocation | From vicinity of southern end of Rollo Road loop, downstream to near the Canadian border. | From vicinity of southern end of Rollo Road loop, downstream to near the Canadian border. | |
| SegmentLength | 10180 | 10180 | |
| CompletionDate | 9/4/2020 12:00:00 AM | 6/14/2006 12:00:00 AM | Different |
| SevenDayRain | No | Yes | Different |
| Weather | Hot and dry | mstly sunny, 70s | Different |
| KnownFloodHistory | No | Yes | Different |
| SketchDone | Yes | Yes | |
| PhotoLogDone | Yes | Yes | |
| WatershedZone | | | |
| ReachClearlyAffectedByMajorFlooding | No | | Different |
| AdminJudgementEntity | | | |
| StreamType | B | C | Different |
| Bedform | Plane Bed | Dune-Ripple | Different |
| BedMaterial | Silt | Sand | Different |
| SubclassSlope | c | c | |
| GeoAssessCondition | Good | Good | |
| AdminStreamTypeDeparture | | | |
| Segmentation | Valley Width | None | Different |
| SegmentationComment | Wider valley with broad confinement | | Different |
| BermLength_1 | 0 | 0 | |
| BermLength_2 | 0 | 0 | |
| RoadLength_1 | 0 | 0 | |
| RoadLength_2 | 0 | 0 | |
| RailroadLength_1 | 0 | 0 | |
| RailroadLength_2 | 0 | 0 | |
| PathLength_1 | 188.4716 | 188.47 | Different |
| PathLength_2 | 0 | 0 | |
| DevelopmentLength_1 | 0 | 0 | |
| DevelopmentLength_2 | 10.30795 | 10.31 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Steep | Very Steep | Different |
| HillsideSlope_R | Very Steep | Very Steep | |
| HillsideContinuous_L | Sometimes | Sometimes | |
| HillsideContinuous_R | Sometimes | Sometimes | |
| HillsideInWidth_L | Always | Sometimes | Different |
| HillsideInWidth_R | Always | Sometimes | Different |
| HillsideTexture_L | Sand | Not Evaluated | Different |
| HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
| ValleyWidth | 290 | 200 | Different |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | BD | SC | Different |
| InRockGorge | No | No | |
| HumanChangedWidth | No | No | |
| BankfullWidth | 29.2 | 59.9 | Different |
| MaximumDepth | 3.8 | 6.4 | Different |
| MeanDepth | 2.7 | 2.4 | Different |
| FloodproneWidth | 65 | 281 | Different |
| RecentlyAbandonedFloodplain | 4.5 | 6.4 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Low | Low | |
| RifflesType | Not Applicable | Not Applicable | |
| IsRiffleSpacingApplicable | | Not Applicable | Different |
| RiffleSpacingDistance | 150 | | Different |
| Bedrock | 0 | 0 | |
| Boulder | 0 | 0 | |
| Cobble | 10 | 0 | Different |
| Course Gravel | 10 | 0 | Different |
| Fine Gravel | 0 | 0 | |
| Sand | 0 | 100 | Different |
| Silt or Smaller | 80 | 0 | Different |
| SiltClayPresent | | Yes | Different |
| DetritusPercent | 0 | 5 | Different |
| WoodyDebrisNumber | 80 | 104 | Different |
| IsBarBedParticleNotEvaluated | False | False | |
| IsBedParticleNotApplicable | False | True | Different |
| LargestBedParticle | | | |
| IsBarParticleNotApplicable | False | True | Different |
| LargestBarParticle | | | |
| ParticleUnits | | | |
| StreamType1 | B | C | Different |
| BedMaterial1 | Silt | Sand | Different |
| SubclassSlope1 | c | c | |
| SubBedForm | Riffle-Pool | | Different |
| FieldMeasuredSlope | | | |
| ReferenceStreamType | | | |
| ReferenceBedMaterial | | | |
| ReferenceSubclassSlope | | | |
| ReferenceBedform | | | |
| ReachClearlyAffectedByMajorFlooding1 | No | | Different |
| WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
| ChannelEnlargement | 0 | 0 | |
| FloodAffectedCrossSectionComments | NULL | | Different |
| TypicalBankSlope | Steep | Steep | |
| MaterialTypeUpper_L | Silt | Clay | Different |
| MaterialTypeUpper_R | Silt | Clay | Different |
| MaterialTypeUpper | | | |
| MaterialTypeLower_L | Silt | Clay | Different |
| MaterialTypeLower_R | Silt | Clay | Different |
| MaterialTypeLower | | | |
| ConsistencyUpper_L | Cohesive | Cohesive | |
| ConsistencyUpper_R | Cohesive | Cohesive | |
| ConsistencyUpper | | | |
| ConsistencyLower_L | Cohesive | Cohesive | |
| ConsistencyLower_R | Cohesive | Cohesive | |
| ConsistencyLower | | | |
| BankErosionLength_L | 945.8451 | 945.71 | Different |
| BankErosionLength_R | 424.2062 | 241.99 | Different |
| BankErosionHeight_L | 5.332069 | 5.318459 | Different |
| BankErosionHeight_R | 5.198834 | 4.002273 | Different |
| BankRevetmentType_L | None | None | |
| BankRevetmentType_R | None | None | |
| BankRevetmentLength_L | 0 | 0 | |
| BankRevetmentLength_R | 0 | 0 | |
| DominantBankVegetation_L | Herbaceous | Herbaceous | |
| DominantBankVegetation_R | Herbaceous | Herbaceous | |
| SubDomBankVegetation_L | Shrubs/Sapling | Pasture | Different |
| SubDomBankVegetation_R | Shrubs/Sapling | Deciduous | Different |
| CanopyPercentCategory_L | 1-25 | 1-25 | |
| CanopyPercentCategory_R | 26-50 | 51-75 | Different |
| ChannelCanopy | Open | Open | |
| DominantBufferWidth_L | >100 | 0-25 | Different |
| DominantBufferWidth_R | >100 | >100 | |
| SubDomBufferWidth_L | 51-100 | >100 | Different |
| SubDomBufferWidth_R | None | None | |
| Buffer0to25Feet_L | 0 | | Different |
| Buffer0to25Feet_R | 0 | | Different |
| DominantBufferVegetation_L | Herbaceous | Deciduous | Different |
| DominantBufferVegetation_R | Deciduous | Deciduous | |
| SubDomBufferVegetation_L | Deciduous | Herbaceous | Different |
| SubDomBufferVegetation_R | Herbaceous | Coniferous | Different |
| DominantLandUse_L | Shrubs/Sapling | Pasture | Different |
| DominantLandUse_R | Forest | Forest | |
| SubDomLandUse_L | Forest | Forest | |
| SubDomLandUse_R | Shrubs/Sapling | None | Different |
| MassFailuresLength_L | 82.36147 | 0 | Different |
| MassFailuresLength_R | | 0 | Different |
| MassFailures | One | Multiple | Different |
| MassFailuresMeanHeight_L | 20 | 0 | Different |
| MassFailuresMeanHeight_R | | 0 | Different |
| FailureMeanHeight | 20 | 12 | Different |
| GulliesNumber | 5 | | Different |
| Gullies | Multiple | None | Different |
| GulliesLength | 330 | | Different |
| GullyMeanHeight | 2 | 0 | Different |
| SpringSeep | Abundant | Minimal | Different |
| AdjacentWetland | Abundant | Minimal | Different |
| FlowStatus | Low | Moderate | Different |
| DebrisJamsNumber | 14 | 4 | Different |
| FlowRegType | None | None | |
| FlowRegUse | | | |
| Impoundments | | None | Different |
| ImpoundmentLocation | | | |
| FlowRegUpDownStream | None | | Different |
| UpstreamFlowRegulation | | None | Different |
| IsNoChannelConstriction | False | False | |
| BeaverDamsNumber | 0 | 0 | |
| BeaverDamAffectedLength | 0 | 0 | |
| BridgeCulvertAssessment | No | No | |
| BarMidNumber | 6 | 0 | Different |
| BarPointNumber | | 1 | Different |
| BarSideNumber | 5 | 3 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 3 | Different |
| BarIslandNumber | | 0 | Different |
| FloodChutesNumber | 0 | 0 | |
| NeckCutoffsNumber | 0 | 0 | |
| ChannelAvulsionsNumber | 0 | 0 | |
| BraidingNumber | 0 | 0 | |
| SteepRifflesNumber | 0 | 1 | Different |
| HeadCutsNumber | 0 | 0 | |
| TributaryRejuvenation | No | No | |
| Straightening | None | None | |
| StraighteningLength | 0 | 0 | |
| Dredging | Dredging | None | Different |
| Comments | | Upstream 1/3 of reach is narrowly confined between bedrock-controlled steep valley walls. Nick point at ford created by placed cobble/gravel of ford and scour pool immediately downstream. | Different |
| rhaStreamType | Riffle-Pool | | Different |
| rhaDepartureType | | | |
| rhacomments | | | |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Plane Bed | Unconfined | Different |
| ChannelEvolutionStage | II | I | Different |
| ChannelEvolutionModel | F | | Different |
| GeoAssessCondition1 | Good | Good | |
| GeoAssessSensitivity | Moderate | High | Different |
| AdjustmentNarrative | Channel is slightly incised, typical incision ranged from 1.2 to 1.6. Floodplain benches were narrow but present on one of both sides for most of the reach. Bankfull depth is high, due to very low channel slope. Minimal evidence of widening or planform adjustment. | Channel in regime. Wash-load-dominated channel. | Different |
| ReachesRID | 2614 | 2614 | |
| SegmentsRID | 3597 | 1257 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
