| ProjectName | Rock River | Rock River | |
| StreamName | Rock River | Rock River | |
| ProjectID | 54 | 54 | |
| ReachID | 55 | 55 | |
| SegmentID | F | F | |
| ReachPointID | M09 | M09 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | BJ, BOS | Different |
| IsNotAssessed | False | False | |
| WhyNotAssessed | | | |
| IsAdminJudgement | False | False | |
| SegmentLocation | From Hanna Rd Xg to beaver meadow. | From Hanna Rd Xg to beaver meadow. | |
| SegmentLength | 2973 | 2973 | |
| CompletionDate | 7/28/2020 12:00:00 AM | 6/27/2006 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 | F | E | Different |
| Bedform | Plane Bed | Riffle-Pool | Different |
| BedMaterial | Silt | Gravel | Different |
| SubclassSlope | | c | Different |
| GeoAssessCondition | Poor | Good | Different |
| AdminStreamTypeDeparture | | | |
| Segmentation | | Channel Dimensions | Different |
| SegmentationComment | | | |
| BermLength_1 | 922.5478 | 0 | Different |
| BermLength_2 | 0 | 0 | |
| RoadLength_1 | 47.97097 | 47.97 | Different |
| RoadLength_2 | 0 | 0 | |
| RailroadLength_1 | 0 | 0 | |
| RailroadLength_2 | 0 | 0 | |
| PathLength_1 | 0 | 0 | |
| PathLength_2 | 0 | 0 | |
| DevelopmentLength_1 | 56.95156 | 56.95 | Different |
| DevelopmentLength_2 | 109.9791 | 109.98 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Very Steep | Very Steep | |
| HillsideSlope_R | Flat | Hilly | Different |
| HillsideContinuous_L | Sometimes | Sometimes | |
| HillsideContinuous_R | Never | Sometimes | Different |
| HillsideInWidth_L | Sometimes | Always | Different |
| HillsideInWidth_R | Never | Sometimes | Different |
| HillsideTexture_L | Cobble | Bedrock | Different |
| HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
| ValleyWidth | 230 | 100 | Different |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | VB | BD | Different |
| InRockGorge | No | No | |
| HumanChangedWidth | No | No | |
| BankfullWidth | 18.5 | 12 | Different |
| MaximumDepth | 3.6 | 3 | Different |
| MeanDepth | 2.1 | 1.6 | Different |
| FloodproneWidth | 22 | 150 | Different |
| RecentlyAbandonedFloodplain | 7.2 | 3 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Low | Low | |
| RifflesType | Not Applicable | Not Evaluated | Different |
| IsRiffleSpacingApplicable | | Not Evaluated | Different |
| RiffleSpacingDistance | | | |
| Bedrock | 0 | 0 | |
| Boulder | 0 | 0 | |
| Cobble | 0 | 0 | |
| Course Gravel | 0 | 1 | Different |
| Fine Gravel | 0 | 67 | Different |
| Sand | 0 | 32 | Different |
| Silt or Smaller | 100 | 0 | Different |
| SiltClayPresent | Yes | Yes | |
| DetritusPercent | 0 | 0 | |
| WoodyDebrisNumber | 2 | 0 | Different |
| IsBarBedParticleNotEvaluated | False | True | Different |
| IsBedParticleNotApplicable | False | True | Different |
| LargestBedParticle | | | |
| IsBarParticleNotApplicable | False | True | Different |
| LargestBarParticle | | | |
| ParticleUnits | | | |
| StreamType1 | F | E | Different |
| BedMaterial1 | Silt | Gravel | 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 | 86.45 | Different |
| BankErosionLength_R | 264.2043 | 0 | Different |
| BankErosionHeight_L | 0 | 2 | Different |
| BankErosionHeight_R | 3.789405 | 0 | Different |
| BankRevetmentType_L | Rip-Rap | Rip-Rap | |
| BankRevetmentType_R | Rip-Rap | Rip-Rap | |
| BankRevetmentLength_L | 35.99141 | 35.99 | Different |
| BankRevetmentLength_R | 310.7687 | 310.77 | Different |
| DominantBankVegetation_L | Herbaceous | Herbaceous | |
| DominantBankVegetation_R | Herbaceous | Herbaceous | |
| SubDomBankVegetation_L | Deciduous | Deciduous | |
| SubDomBankVegetation_R | Deciduous | None | Different |
| CanopyPercentCategory_L | 76-100 | 51-75 | Different |
| CanopyPercentCategory_R | 26-50 | 0 | Different |
| ChannelCanopy | Open | Open | |
| DominantBufferWidth_L | >100 | >100 | |
| DominantBufferWidth_R | 26-50 | 0-25 | Different |
| SubDomBufferWidth_L | None | None | |
| SubDomBufferWidth_R | >100 | 0-25 | Different |
| Buffer0to25Feet_L | 0 | | Different |
| Buffer0to25Feet_R | 527 | | Different |
| DominantBufferVegetation_L | Coniferous | Mixed Trees | Different |
| DominantBufferVegetation_R | Herbaceous | Herbaceous | |
| SubDomBufferVegetation_L | Herbaceous | Herbaceous | |
| SubDomBufferVegetation_R | Deciduous | Deciduous | |
| DominantLandUse_L | Forest | Forest | |
| DominantLandUse_R | Hay | Crop | Different |
| SubDomLandUse_L | None | None | |
| SubDomLandUse_R | Forest | None | Different |
| MassFailuresLength_L | | | |
| MassFailuresLength_R | | | |
| MassFailures | None | None | |
| MassFailuresMeanHeight_L | | 0 | Different |
| MassFailuresMeanHeight_R | | 0 | Different |
| FailureMeanHeight | | 0 | Different |
| GulliesNumber | 1 | | Different |
| Gullies | One | None | Different |
| GulliesLength | 8 | | Different |
| GullyMeanHeight | 3 | 0 | Different |
| SpringSeep | Minimal | Minimal | |
| AdjacentWetland | Minimal | None | Different |
| FlowStatus | Moderate | Moderate | |
| DebrisJamsNumber | 1 | 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 | Yes | |
| BarMidNumber | | 0 | Different |
| BarPointNumber | | 0 | Different |
| BarSideNumber | 4 | 0 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 1 | Different |
| BarIslandNumber | | 2 | Different |
| FloodChutesNumber | 0 | 0 | |
| NeckCutoffsNumber | 0 | 0 | |
| ChannelAvulsionsNumber | 0 | 0 | |
| BraidingNumber | 0 | 0 | |
| SteepRifflesNumber | 0 | 0 | |
| HeadCutsNumber | 0 | 0 | |
| TributaryRejuvenation | No | No | |
| Straightening | Straightening | Straightening | Different |
| StraighteningLength | 1873.434 | 1873.45 | Different |
| Dredging | Dredging | None | Different |
| Comments | | Brief section of B3-Step/Pool and B2-cascade, mid-segment, with channel-spanning bedrock offering grade control. Multiple occurrences of bedrock over length of channel consolidated into one "Waterfall" grade control for Step 1.6. | Different |
| rhaStreamType | Dune-Ripple | | Different |
| rhaDepartureType | Plane Bed | | Different |
| rhacomments | | | |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Unconfined | Unconfined | |
| ChannelEvolutionStage | II | I | Different |
| ChannelEvolutionModel | F | | Different |
| GeoAssessCondition1 | Poor | Good | Different |
| GeoAssessSensitivity | Very High | High | Different |
| AdjustmentNarrative | The reach is historically straightened and deeply incised. One area remains bermed, however that floodplain is largely inaccessible due to incision. A short stretch of steeper channel with a small forested floodplain was located near the top of the segment/reach downstream of the Hanna Road culvert. | Minor adjust's overall, w/ discrete areas mid-segment along corn field showing increased incision ratio possibly due to historic straightening. Potential degradation, widening moderated by bedrock grade controls and cohesive bed & banks. | Different |
| ReachesRID | 2642 | 2642 | |
| SegmentsRID | 3604 | 1226 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
