| ProjectName | Rock River | Rock River | |
| StreamName | Rock River | Rock River | |
| ProjectID | 54 | 54 | |
| ReachID | 49 | 49 | |
| SegmentID | 0 | 0 | |
| ReachPointID | M06 | M06 | |
| 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 a point upstream of Franklin/ Highgate town line to a point downstream of Cassidy Rd | From a point upstream of Franklin/ Highgate town line to a point downstream of Cassidy Rd | |
| SegmentLength | 14115 | 14116 | Different |
| CompletionDate | 7/17/2020 12:00:00 AM | 6/13/2006 12:00:00 AM | Different |
| SevenDayRain | No | Yes | Different |
| Weather | Hot and dry | sunny, 70 | Different |
| KnownFloodHistory | No | Yes | Different |
| SketchDone | Yes | Yes | |
| PhotoLogDone | Yes | Yes | |
| WatershedZone | | | |
| ReachClearlyAffectedByMajorFlooding | No | | Different |
| AdminJudgementEntity | | | |
| StreamType | E | C | Different |
| Bedform | Plane Bed | Dune-Ripple | Different |
| BedMaterial | Silt | Sand | Different |
| SubclassSlope | | c | Different |
| GeoAssessCondition | Fair | Reference | Different |
| AdminStreamTypeDeparture | | | |
| Segmentation | | None | Different |
| SegmentationComment | | | |
| BermLength_1 | 0 | 0 | |
| BermLength_2 | 0 | 0 | |
| RoadLength_1 | 247.6681 | 247.67 | Different |
| RoadLength_2 | 0 | 0 | |
| RailroadLength_1 | 0 | 0 | |
| RailroadLength_2 | 0 | 0 | |
| PathLength_1 | 0 | 0 | |
| PathLength_2 | 0 | 0 | |
| DevelopmentLength_1 | 0 | 0 | |
| DevelopmentLength_2 | 59.07493 | 59.08 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Hilly | Extremely Steep | Different |
| HillsideSlope_R | Hilly | Extremely Steep | Different |
| HillsideContinuous_L | Sometimes | Sometimes | |
| HillsideContinuous_R | Sometimes | Sometimes | |
| HillsideInWidth_L | Sometimes | Sometimes | |
| HillsideInWidth_R | Sometimes | Sometimes | |
| HillsideTexture_L | Silt/Clay | Not Evaluated | Different |
| HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
| ValleyWidth | 200 | 200 | |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | VB | NW | Different |
| InRockGorge | No | No | |
| HumanChangedWidth | No | No | |
| BankfullWidth | 19.5 | 44.2 | Different |
| MaximumDepth | 3.4 | 4.5 | Different |
| MeanDepth | 2.5 | 2.2 | Different |
| FloodproneWidth | 46 | 250 | Different |
| RecentlyAbandonedFloodplain | 5.5 | 4.5 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Moderate | Moderate | |
| RifflesType | Not Applicable | Not Applicable | |
| IsRiffleSpacingApplicable | | Not Applicable | Different |
| RiffleSpacingDistance | | | |
| Bedrock | | 0 | Different |
| Boulder | | 0 | Different |
| Cobble | | 0 | Different |
| Course Gravel | | 0 | Different |
| Fine Gravel | | 20 | Different |
| Sand | 10 | 80 | Different |
| Silt or Smaller | 90 | 0 | Different |
| SiltClayPresent | Yes | Yes | |
| DetritusPercent | 2 | 1 | Different |
| WoodyDebrisNumber | 48 | 66 | Different |
| IsBarBedParticleNotEvaluated | False | False | |
| IsBedParticleNotApplicable | False | True | Different |
| LargestBedParticle | | | |
| IsBarParticleNotApplicable | False | True | Different |
| LargestBarParticle | | | |
| ParticleUnits | | | |
| 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 | 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 | 791.283 | 518.74 | Different |
| BankErosionLength_R | 996.9697 | 435.83 | Different |
| BankErosionHeight_L | 3.405688 | 3.22466 | Different |
| BankErosionHeight_R | 4.452362 | 2.397907 | Different |
| BankRevetmentType_L | Rip-Rap | Rip-Rap | |
| BankRevetmentType_R | Rip-Rap | Rip-Rap | |
| BankRevetmentLength_L | 40.55465 | 40.56 | Different |
| BankRevetmentLength_R | 109.1601 | 109.16 | Different |
| DominantBankVegetation_L | Shrubs/Sapling | Herbaceous | Different |
| DominantBankVegetation_R | Shrubs/Sapling | Herbaceous | Different |
| SubDomBankVegetation_L | Herbaceous | Shrubs/Sapling | Different |
| SubDomBankVegetation_R | Herbaceous | Shrubs/Sapling | Different |
| CanopyPercentCategory_L | 76-100 | 51-75 | Different |
| CanopyPercentCategory_R | 51-75 | 51-75 | |
| ChannelCanopy | Open | Open | |
| DominantBufferWidth_L | >100 | 51-100 | Different |
| DominantBufferWidth_R | >100 | 51-100 | Different |
| SubDomBufferWidth_L | 0-25 | >100 | Different |
| SubDomBufferWidth_R | 0-25 | >100 | Different |
| Buffer0to25Feet_L | 1400 | | Different |
| Buffer0to25Feet_R | 1553 | | Different |
| DominantBufferVegetation_L | Deciduous | Shrubs/Sapling | Different |
| DominantBufferVegetation_R | Deciduous | Shrubs/Sapling | Different |
| SubDomBufferVegetation_L | Shrubs/Sapling | Deciduous | Different |
| SubDomBufferVegetation_R | Shrubs/Sapling | Deciduous | Different |
| DominantLandUse_L | Forest | Shrubs/Sapling | Different |
| DominantLandUse_R | Forest | Shrubs/Sapling | Different |
| SubDomLandUse_L | Pasture | Forest | Different |
| SubDomLandUse_R | Pasture | Forest | Different |
| MassFailuresLength_L | | 0 | Different |
| MassFailuresLength_R | | 0 | Different |
| MassFailures | None | Multiple | Different |
| MassFailuresMeanHeight_L | | 0 | Different |
| MassFailuresMeanHeight_R | | 0 | Different |
| FailureMeanHeight | | 31 | Different |
| GulliesNumber | 5 | | Different |
| Gullies | Multiple | None | Different |
| GulliesLength | 110 | | Different |
| GullyMeanHeight | 2.4 | 0 | Different |
| SpringSeep | Minimal | Abundant | Different |
| AdjacentWetland | None | Minimal | Different |
| FlowStatus | Low | High | Different |
| DebrisJamsNumber | 25 | 7 | Different |
| FlowRegType | None | None | |
| FlowRegUse | | | |
| Impoundments | | None | Different |
| ImpoundmentLocation | | | |
| FlowRegUpDownStream | None | | Different |
| UpstreamFlowRegulation | | None | Different |
| IsNoChannelConstriction | False | False | |
| BeaverDamsNumber | 3 | 0 | Different |
| BeaverDamAffectedLength | 450 | 0 | Different |
| BridgeCulvertAssessment | | Yes | Different |
| BarMidNumber | 1 | 0 | Different |
| BarPointNumber | 2 | 0 | Different |
| BarSideNumber | 3 | 0 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 4 | Different |
| BarIslandNumber | | 0 | Different |
| FloodChutesNumber | 3 | 3 | |
| NeckCutoffsNumber | 0 | 0 | |
| ChannelAvulsionsNumber | 0 | 0 | |
| BraidingNumber | 0 | 0 | |
| SteepRifflesNumber | 0 | 0 | |
| HeadCutsNumber | 0 | 0 | |
| TributaryRejuvenation | No | No | |
| Straightening | None | None | |
| StraighteningLength | 0 | 0 | |
| Dredging | None | None | |
| Comments | | Some plane bed features in addition to D/R. Dom bed material (2.14) is silt/clay, not sand. Ledge (1.6) at downstream end of reach is varved clay. | Different |
| rhaStreamType | Riffle-Pool | | Different |
| rhaDepartureType | Plane Bed | | Different |
| rhacomments | Reach had very low slope, essentially backwatered throughout. No apparent riffle/pool sequences or distinct pools. Fine sediment deposition throughout. | | Different |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Plane Bed | Unconfined | Different |
| ChannelEvolutionStage | II | I | Different |
| ChannelEvolutionModel | F | | Different |
| GeoAssessCondition1 | Fair | Reference | Different |
| GeoAssessSensitivity | Very High | High | Different |
| AdjustmentNarrative | Channel is moderately incised, likely due to historic impacts. Very low slope and cohesive silt/clay banks results in low erosion and minimal evidence of channel migration or widening. | Channel in regime. Wash-load-dominated. Cohesive clay/silt bed and banks. | Different |
| ReachesRID | 2636 | 2636 | |
| SegmentsRID | 3599 | 1241 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
