| ProjectName | Rock River | Rock River | |
| StreamName | Unnamed-1 to Rock-M06 | Unnamed-1 to Rock-M06 | |
| ProjectID | 54 | 54 | |
| ReachID | 50 | 50 | |
| SegmentID | A | A | |
| ReachPointID | M6S1.01 | M6S1.01 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | BJ, BOS | Different |
| IsNotAssessed | False | False | |
| WhyNotAssessed | | | |
| IsAdminJudgement | False | False | |
| SegmentLocation | From residential driveway crossing downstream under Franklin Road to the confluence with Rock River (M06). | From residential driveway crossing downstream under Franklin Road to the confluence with Rock River (M06). | |
| SegmentLength | 4380 | 4380 | |
| CompletionDate | 7/17/2020 12:00:00 AM | 7/3/2006 12:00:00 AM | Different |
| SevenDayRain | | Yes | Different |
| Weather | Hot and dry | sunny, 80 | Different |
| KnownFloodHistory | No | Yes | Different |
| SketchDone | Yes | Yes | |
| PhotoLogDone | Yes | Yes | |
| WatershedZone | | | |
| ReachClearlyAffectedByMajorFlooding | No | | Different |
| AdminJudgementEntity | | | |
| StreamType | F | E | Different |
| Bedform | Plane Bed | Plane Bed | |
| BedMaterial | Silt | Sand | Different |
| SubclassSlope | | c | Different |
| GeoAssessCondition | Fair | Good | Different |
| AdminStreamTypeDeparture | | | |
| Segmentation | Other Reason | Planform and Scope | Different |
| SegmentationComment | The 2006 study had 4 segments based on straightening, corridor land use, wetlands, and drainage culverts. | | 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 | 0 | 0 | |
| PathLength_2 | 0 | 0 | |
| DevelopmentLength_1 | 59.53765 | 59.54 | Different |
| DevelopmentLength_2 | 99.62728 | 99.63 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Flat | Hilly | Different |
| HillsideSlope_R | Hilly | Hilly | |
| HillsideContinuous_L | Never | Sometimes | Different |
| HillsideContinuous_R | Never | Sometimes | Different |
| HillsideInWidth_L | Sometimes | Sometimes | |
| HillsideInWidth_R | Never | Sometimes | Different |
| HillsideTexture_L | Silt/Clay | Not Evaluated | Different |
| HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
| ValleyWidth | 78 | 100 | Different |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | BD | BD | |
| InRockGorge | No | No | |
| HumanChangedWidth | No | No | |
| BankfullWidth | 10.5 | 14.1 | Different |
| MaximumDepth | 1.5 | 2.7 | Different |
| MeanDepth | 1.06 | 1.44 | Different |
| FloodproneWidth | 13 | 130 | Different |
| RecentlyAbandonedFloodplain | 4 | 2.7 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Moderate | High | Different |
| RifflesType | Not Applicable | Not Applicable | |
| IsRiffleSpacingApplicable | | Not Evaluated | Different |
| RiffleSpacingDistance | | | |
| Bedrock | | 0 | Different |
| Boulder | | 0 | Different |
| Cobble | | 0 | Different |
| Course Gravel | | 0 | Different |
| Fine Gravel | | 30 | Different |
| Sand | 30 | 70 | Different |
| Silt or Smaller | 70 | 0 | Different |
| SiltClayPresent | No | Yes | Different |
| DetritusPercent | 0 | 5 | Different |
| WoodyDebrisNumber | 7 | 0 | Different |
| IsBarBedParticleNotEvaluated | False | False | |
| IsBedParticleNotApplicable | False | False | |
| LargestBedParticle | | 16 | Different |
| IsBarParticleNotApplicable | False | False | |
| LargestBarParticle | | 16 | Different |
| ParticleUnits | | mm | Different |
| StreamType1 | F | E | Different |
| BedMaterial1 | Silt | Sand | Different |
| SubclassSlope1 | | c | Different |
| SubBedForm | | | |
| FieldMeasuredSlope | | | |
| ReferenceStreamType | | | |
| ReferenceBedMaterial | | | |
| ReferenceSubclassSlope | | | |
| ReferenceBedform | | | |
| ReachClearlyAffectedByMajorFlooding1 | No | | Different |
| WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
| ChannelEnlargement | 0 | 0 | |
| FloodAffectedCrossSectionComments | NULL | | Different |
| TypicalBankSlope | Steep | Moderate | Different |
| 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 | 0 | 149.55 | Different |
| BankErosionLength_R | 36.97689 | 124.35 | Different |
| BankErosionHeight_L | 0 | 2 | Different |
| BankErosionHeight_R | 2 | 2 | |
| BankRevetmentType_L | Hard Bank | None | Different |
| BankRevetmentType_R | Hard Bank | None | Different |
| BankRevetmentLength_L | 39.41818 | 0 | Different |
| BankRevetmentLength_R | 40.3914 | 0 | Different |
| DominantBankVegetation_L | Herbaceous | Herbaceous | |
| DominantBankVegetation_R | Herbaceous | Herbaceous | |
| SubDomBankVegetation_L | Shrubs/Sapling | None | Different |
| SubDomBankVegetation_R | Shrubs/Sapling | None | Different |
| CanopyPercentCategory_L | 26-50 | 0 | Different |
| CanopyPercentCategory_R | 26-50 | 0 | Different |
| ChannelCanopy | Open | Open | |
| DominantBufferWidth_L | >100 | 26-50 | Different |
| DominantBufferWidth_R | >100 | 26-50 | Different |
| SubDomBufferWidth_L | None | >100 | Different |
| SubDomBufferWidth_R | 0-25 | >100 | Different |
| Buffer0to25Feet_L | 0 | | Different |
| Buffer0to25Feet_R | 0 | | Different |
| DominantBufferVegetation_L | Herbaceous | Herbaceous | |
| DominantBufferVegetation_R | Herbaceous | Herbaceous | |
| SubDomBufferVegetation_L | Shrubs/Sapling | None | Different |
| SubDomBufferVegetation_R | Shrubs/Sapling | None | Different |
| DominantLandUse_L | Crop | Shrubs/Sapling | Different |
| DominantLandUse_R | Crop | Shrubs/Sapling | Different |
| SubDomLandUse_L | None | None | |
| SubDomLandUse_R | None | None | |
| MassFailuresLength_L | 37.64961 | 0 | Different |
| MassFailuresLength_R | | 0 | Different |
| MassFailures | One | One | |
| MassFailuresMeanHeight_L | 15 | 0 | Different |
| MassFailuresMeanHeight_R | | 0 | Different |
| FailureMeanHeight | 15 | 13 | Different |
| GulliesNumber | 0 | | Different |
| Gullies | None | None | |
| GulliesLength | 0 | | Different |
| GullyMeanHeight | | 0 | Different |
| SpringSeep | Minimal | Minimal | |
| AdjacentWetland | Minimal | Minimal | |
| FlowStatus | Low | Moderate | Different |
| DebrisJamsNumber | 1 | 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 | | Yes | Different |
| BarMidNumber | | 2 | Different |
| BarPointNumber | | 0 | Different |
| BarSideNumber | | 0 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 1 | Different |
| BarIslandNumber | | 0 | Different |
| FloodChutesNumber | 1 | 1 | |
| NeckCutoffsNumber | 0 | 0 | |
| ChannelAvulsionsNumber | 0 | 0 | |
| BraidingNumber | 0 | 0 | |
| SteepRifflesNumber | 0 | 0 | |
| HeadCutsNumber | 0 | 0 | |
| TributaryRejuvenation | No | No | |
| Straightening | Straightening | Straightening | Different |
| StraighteningLength | 1360.596 | 1958.96 | Different |
| Dredging | None | None | |
| Comments | | "Shrub/sapling" in riparian corridor (3.3) is fallow pasture. Straightening from WP 150 to WP 152 is ~650 ft. | Different |
| rhaStreamType | Dune-Ripple | | Different |
| rhaDepartureType | | | |
| rhacomments | | | |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Unconfined | Unconfined | |
| ChannelEvolutionStage | II | I | Different |
| ChannelEvolutionModel | F | | Different |
| GeoAssessCondition1 | Fair | Good | Different |
| GeoAssessSensitivity | Extreme | High | Different |
| AdjustmentNarrative | The reach is deeply incised and has very limited evidence of widening or planform adjustment, resulting in a Stage II evaluation. Banks were relatively well vegetated and were cohesive clay. One small grade control within the reach reduces incision in the lower portion. Historic straightening affects approximately 1/3 of the reach. VHD mapping is off through straightened section in upper portion of the segment. | Aggradation and planform adjustments minor, overall. Some suggestion of incision mid-segment. | Different |
| ReachesRID | 2637 | 2637 | |
| SegmentsRID | 3614 | 1248 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
