| ProjectName | Rock River | Rock River | |
| StreamName | Rock River | Rock River | |
| ProjectID | 54 | 54 | |
| ReachID | 58 | 58 | |
| SegmentID | 0 | 0 | |
| ReachPointID | M10 | M10 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | BJ, BOS | Different |
| IsNotAssessed | False | False | |
| WhyNotAssessed | | | |
| IsAdminJudgement | False | False | |
| SegmentLocation | East of and parallel to Hanna Road | East of and parallel to Hanna Road | |
| SegmentLength | 6078 | 6078 | |
| CompletionDate | 7/28/2020 12:00:00 AM | 6/27/2006 12:00:00 AM | Different |
| SevenDayRain | No | Yes | Different |
| Weather | Hot and dry | partly sunny, 80, some rain | Different |
| KnownFloodHistory | No | Yes | Different |
| SketchDone | Yes | Yes | |
| PhotoLogDone | Yes | Yes | |
| WatershedZone | | | |
| ReachClearlyAffectedByMajorFlooding | No | | Different |
| AdminJudgementEntity | | | |
| StreamType | E | C | Different |
| Bedform | Plane Bed | Riffle-Pool | Different |
| BedMaterial | Silt | Sand | Different |
| SubclassSlope | | c | Different |
| GeoAssessCondition | Fair | Good | Different |
| AdminStreamTypeDeparture | | | |
| Segmentation | | None | Different |
| SegmentationComment | | | |
| BermLength_1 | 432.7211 | 432.72 | Different |
| BermLength_2 | 245.6753 | 245.68 | Different |
| 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 | 118.5567 | 118.56 | Different |
| DevelopmentLength_2 | 70.8852 | 70.89 | 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 | Very Steep | Different |
| HillsideContinuous_L | Never | Sometimes | Different |
| HillsideContinuous_R | Sometimes | Sometimes | |
| HillsideInWidth_L | Never | Sometimes | Different |
| HillsideInWidth_R | Sometimes | Sometimes | |
| HillsideTexture_L | Mixed | Not Evaluated | Different |
| HillsideTexture_R | Mixed | Bedrock | Different |
| ValleyWidth | 90 | 200 | Different |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | BD | VB | Different |
| InRockGorge | No | No | |
| HumanChangedWidth | No | Yes | Different |
| BankfullWidth | 8.9 | 15.7 | Different |
| MaximumDepth | 1.8 | 1.9 | Different |
| MeanDepth | 1.2 | 0.95 | Different |
| FloodproneWidth | 30 | 160 | Different |
| RecentlyAbandonedFloodplain | 2.5 | 2.2 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Moderate | Moderate | |
| RifflesType | Sedimented | Complete | Different |
| IsRiffleSpacingApplicable | | | |
| RiffleSpacingDistance | | 120 | Different |
| Bedrock | 0 | 0 | |
| Boulder | 0 | 0 | |
| Cobble | 0 | 1 | Different |
| Course Gravel | 10 | 32 | Different |
| Fine Gravel | 15 | 14 | Different |
| Sand | 25 | 53 | Different |
| Silt or Smaller | 50 | 0 | Different |
| SiltClayPresent | Yes | Yes | |
| DetritusPercent | 0 | 5 | Different |
| WoodyDebrisNumber | 5 | 24 | Different |
| IsBarBedParticleNotEvaluated | False | False | |
| IsBedParticleNotApplicable | False | False | |
| LargestBedParticle | | 47 | Different |
| IsBarParticleNotApplicable | False | True | Different |
| LargestBarParticle | | | |
| ParticleUnits | | mm | Different |
| StreamType1 | E | C | 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 | Mix | Clay | Different |
| MaterialTypeUpper_R | Mix | 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 | 435.3965 | 435.4 | Different |
| BankErosionLength_R | 447.7103 | 434.9 | Different |
| BankErosionHeight_L | 1 | 1 | |
| BankErosionHeight_R | 1.028615 | 0 | Different |
| BankRevetmentType_L | None | None | |
| BankRevetmentType_R | None | None | |
| BankRevetmentLength_L | 0 | 0 | |
| BankRevetmentLength_R | 0 | 0 | |
| DominantBankVegetation_L | Herbaceous | Deciduous | Different |
| DominantBankVegetation_R | Herbaceous | Deciduous | Different |
| SubDomBankVegetation_L | Coniferous | None | Different |
| SubDomBankVegetation_R | Coniferous | None | Different |
| CanopyPercentCategory_L | 26-50 | 51-75 | Different |
| CanopyPercentCategory_R | 26-50 | 51-75 | Different |
| ChannelCanopy | Open | Open | |
| DominantBufferWidth_L | >100 | 26-50 | Different |
| DominantBufferWidth_R | >100 | >100 | |
| SubDomBufferWidth_L | 0-25 | 0-25 | |
| SubDomBufferWidth_R | 0-25 | 0-25 | |
| Buffer0to25Feet_L | 622 | | Different |
| Buffer0to25Feet_R | 201 | | Different |
| DominantBufferVegetation_L | Herbaceous | Herbaceous | |
| DominantBufferVegetation_R | Herbaceous | Deciduous | Different |
| SubDomBufferVegetation_L | Coniferous | None | Different |
| SubDomBufferVegetation_R | Coniferous | Herbaceous | Different |
| DominantLandUse_L | Pasture | Hay | Different |
| DominantLandUse_R | Forest | Forest | |
| SubDomLandUse_L | Crop | Pasture | Different |
| SubDomLandUse_R | Pasture | None | Different |
| MassFailuresLength_L | | | |
| MassFailuresLength_R | | | |
| MassFailures | None | None | |
| MassFailuresMeanHeight_L | | 0 | Different |
| MassFailuresMeanHeight_R | | 0 | Different |
| FailureMeanHeight | | 0 | Different |
| GulliesNumber | 0 | | Different |
| Gullies | None | None | |
| GulliesLength | 0 | | Different |
| GullyMeanHeight | | 0 | Different |
| SpringSeep | Abundant | Minimal | Different |
| AdjacentWetland | Abundant | Minimal | Different |
| FlowStatus | Moderate | Moderate | |
| DebrisJamsNumber | 3 | 0 | 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 | No | Different |
| BarMidNumber | | 0 | Different |
| BarPointNumber | | 0 | Different |
| BarSideNumber | 2 | 0 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 0 | Different |
| BarIslandNumber | | 0 | Different |
| FloodChutesNumber | 0 | 0 | |
| NeckCutoffsNumber | 0 | 0 | |
| ChannelAvulsionsNumber | 0 | 0 | |
| BraidingNumber | 0 | 0 | |
| SteepRifflesNumber | 0 | 0 | |
| HeadCutsNumber | 0 | 0 | |
| TributaryRejuvenation | No | No | |
| Straightening | With Windrowing | Straightening | Different |
| StraighteningLength | 2027.576 | 2027.6 | Different |
| Dredging | Dredging | Dredging | |
| Comments | | Human-caused reduction in valley width (1.5) is at downstream extent of reach, caused by Hanna Rd (outside of Phase 2 belt-width-derived corridor used to assess Step 1.3). Direct-pasture access mid-reach. FIT locations are approximate only since 1995 surface water coverage does not match current planform - particularly at culvert crossing at upstream extent, where stream has been recently channelized. | Different |
| rhaStreamType | Riffle-Pool | | Different |
| rhaDepartureType | Plane Bed | | Different |
| rhacomments | | | |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Unconfined | Unconfined | |
| ChannelEvolutionStage | II | III | Different |
| ChannelEvolutionModel | F | D | Different |
| GeoAssessCondition1 | Fair | Good | Different |
| GeoAssessSensitivity | Extreme | High | Different |
| AdjustmentNarrative | The reach has extensive historic straightening and is slowly starting to move towards widening and planform adjustment. We selected Stage II due to moderate incision and limited evidence of active widening, likely due to low channel slope. The reach has good buffers and is a good candidate for restoration and/or easements. | Minor adjustments in response to channelization and limited berming. Adjustments probably moderated by cohesive boundary conditions (silts/clays) and relatively low stream power due to limited drainage area. Also bedrock grade controls. | Different |
| ReachesRID | 2643 | 2643 | |
| SegmentsRID | 3605 | 1227 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
