| ProjectName | Rock River | Rock River | |
| StreamName | Rock River | Rock River | |
| ProjectID | 54 | 54 | |
| ReachID | 52 | 52 | |
| SegmentID | A | A | |
| ReachPointID | M07 | M07 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | KLU, BJ, BOS | Different |
| IsNotAssessed | True | False | Different |
| WhyNotAssessed | no property access | | Different |
| IsAdminJudgement | False | False | |
| SegmentLocation | From Barnum Road crossing downstream nearly to confluence with M6S2.01
Spoke with landowner who was not supportive of project and denied access to the entire reach. | From Barnum Road Xg downstream nearly to confluence with M6S2.01 | Different |
| SegmentLength | 5364 | 5365 | Different |
| CompletionDate | | 6/12/2006 12:00:00 AM | Different |
| SevenDayRain | | Yes | Different |
| Weather | | overcast, 60s, calm | Different |
| KnownFloodHistory | | Yes | Different |
| SketchDone | | Yes | Different |
| PhotoLogDone | | Yes | Different |
| WatershedZone | | | |
| ReachClearlyAffectedByMajorFlooding | | | |
| AdminJudgementEntity | | | |
| StreamType | | C | Different |
| Bedform | | Plane Bed | Different |
| BedMaterial | | Sand | Different |
| SubclassSlope | | c | Different |
| GeoAssessCondition | | Good | Different |
| AdminStreamTypeDeparture | | | |
| Segmentation | | Channel Dimensions | Different |
| SegmentationComment | | | |
| BermLength_1 | 0 | 0 | |
| BermLength_2 | 0 | 0 | |
| RoadLength_1 | 148.3554 | 148.36 | Different |
| RoadLength_2 | 0 | 0 | |
| RailroadLength_1 | 0 | 0 | |
| RailroadLength_2 | 0 | 0 | |
| PathLength_1 | 1189.058 | 1189.07 | Different |
| PathLength_2 | 0 | 0 | |
| DevelopmentLength_1 | 0 | 0 | |
| DevelopmentLength_2 | 58.52461 | 58.53 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | | Hilly | Different |
| HillsideSlope_R | | Hilly | Different |
| HillsideContinuous_L | | Sometimes | Different |
| HillsideContinuous_R | | Never | Different |
| HillsideInWidth_L | | Sometimes | Different |
| HillsideInWidth_R | | Never | Different |
| HillsideTexture_L | | Not Evaluated | Different |
| HillsideTexture_R | | Not Evaluated | Different |
| ValleyWidth | | 175 | Different |
| ValleyWidthDetermination | | Estimated | Different |
| ConfinementType | | NW | Different |
| InRockGorge | | No | Different |
| HumanChangedWidth | | No | Different |
| BankfullWidth | | 33.6 | Different |
| MaximumDepth | | 3 | Different |
| MeanDepth | | 1.2 | Different |
| FloodproneWidth | | 150 | Different |
| RecentlyAbandonedFloodplain | | 3.8 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | | Moderate | Different |
| RifflesType | | Not Applicable | Different |
| IsRiffleSpacingApplicable | | Not Applicable | Different |
| RiffleSpacingDistance | | | |
| Bedrock | | 0 | Different |
| Boulder | | 0 | Different |
| Cobble | | 0 | Different |
| Course Gravel | | 3 | Different |
| Fine Gravel | | 7 | Different |
| Sand | | 90 | Different |
| Silt or Smaller | | 0 | Different |
| SiltClayPresent | | Yes | Different |
| DetritusPercent | | 5 | Different |
| WoodyDebrisNumber | | 10 | Different |
| IsBarBedParticleNotEvaluated | | False | Different |
| IsBedParticleNotApplicable | | True | Different |
| LargestBedParticle | | | |
| IsBarParticleNotApplicable | | True | Different |
| LargestBarParticle | | | |
| ParticleUnits | | | |
| StreamType1 | | C | Different |
| BedMaterial1 | | Sand | Different |
| SubclassSlope1 | | c | Different |
| SubBedForm | | | |
| FieldMeasuredSlope | | | |
| ReferenceStreamType | | | |
| ReferenceBedMaterial | | | |
| ReferenceSubclassSlope | | | |
| ReferenceBedform | | | |
| ReachClearlyAffectedByMajorFlooding1 | | | |
| WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
| ChannelEnlargement | 0 | 0 | |
| FloodAffectedCrossSectionComments | | | |
| TypicalBankSlope | | Moderate | Different |
| MaterialTypeUpper_L | | Clay | Different |
| MaterialTypeUpper_R | | Clay | Different |
| MaterialTypeUpper | | | |
| MaterialTypeLower_L | | Clay | Different |
| MaterialTypeLower_R | | Clay | Different |
| MaterialTypeLower | | | |
| ConsistencyUpper_L | | Cohesive | Different |
| ConsistencyUpper_R | | Cohesive | Different |
| ConsistencyUpper | | | |
| ConsistencyLower_L | | Cohesive | Different |
| ConsistencyLower_R | | Cohesive | Different |
| ConsistencyLower | | | |
| BankErosionLength_L | 101.9229 | 101.92 | Different |
| BankErosionLength_R | 0 | 0 | |
| BankErosionHeight_L | 3.441009 | 3.441032 | Different |
| BankErosionHeight_R | 0 | 0 | |
| BankRevetmentType_L | None | None | |
| BankRevetmentType_R | Rip-Rap | Rip-Rap | |
| BankRevetmentLength_L | 0 | 0 | |
| BankRevetmentLength_R | 9.606953 | 9.61 | Different |
| DominantBankVegetation_L | | Herbaceous | Different |
| DominantBankVegetation_R | | Herbaceous | Different |
| SubDomBankVegetation_L | | Coniferous | Different |
| SubDomBankVegetation_R | | Shrubs/Sapling | Different |
| CanopyPercentCategory_L | | 0 | Different |
| CanopyPercentCategory_R | | 0 | Different |
| ChannelCanopy | | Open | Different |
| DominantBufferWidth_L | | 0-25 | Different |
| DominantBufferWidth_R | | 0-25 | Different |
| SubDomBufferWidth_L | | >100 | Different |
| SubDomBufferWidth_R | | >100 | Different |
| Buffer0to25Feet_L | 0 | | Different |
| Buffer0to25Feet_R | 0 | | Different |
| DominantBufferVegetation_L | | Herbaceous | Different |
| DominantBufferVegetation_R | | Herbaceous | Different |
| SubDomBufferVegetation_L | | Mixed Trees | Different |
| SubDomBufferVegetation_R | | Shrubs/Sapling | Different |
| DominantLandUse_L | | Crop | Different |
| DominantLandUse_R | | Crop | Different |
| SubDomLandUse_L | | Forest | Different |
| SubDomLandUse_R | | Forest | 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 | Different |
| AdjacentWetland | | Abundant | Different |
| FlowStatus | | High | Different |
| DebrisJamsNumber | 6 | 6 | |
| 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 | | 0 | Different |
| BarPointNumber | | 0 | Different |
| BarSideNumber | | 0 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 0 | Different |
| BarIslandNumber | | 0 | Different |
| FloodChutesNumber | 3 | 3 | |
| NeckCutoffsNumber | 1 | 1 | |
| ChannelAvulsionsNumber | 0 | 0 | |
| BraidingNumber | 0 | 0 | |
| SteepRifflesNumber | 0 | 0 | |
| HeadCutsNumber | 0 | 0 | |
| TributaryRejuvenation | | No | Different |
| Straightening | Straightening | Straightening | Different |
| StraighteningLength | 1269.534 | 1269.55 | Different |
| Dredging | None | None | |
| Comments | | High water conditions on assessment date may have obscured sediment deposition features, bank erosion, and/or revetments. | Different |
| rhaStreamType | | | |
| rhaDepartureType | | | |
| rhacomments | | | |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | | Unconfined | Different |
| ChannelEvolutionStage | | I | Different |
| ChannelEvolutionModel | | | |
| GeoAssessCondition1 | | Good | Different |
| GeoAssessSensitivity | | High | Different |
| AdjustmentNarrative | | Minor adjustments. Dominant streambed and bank material are cohesive silts /clays. | Different |
| ReachesRID | 2639 | 2639 | |
| SegmentsRID | 3600 | 1259 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
