| ProjectName | Rock River | Rock River | |
| StreamName | Rock River | Rock River | |
| ProjectID | 54 | 54 | |
| ReachID | 35 | 35 | |
| SegmentID | 0 | 0 | |
| ReachPointID | M05 | M05 | |
| 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 downstream of Cassidy Rd to vicinity of southern end of Rollo Road loop. | From downstream of Cassidy Rd to vicinity of southern end of Rollo Road loop. | |
| SegmentLength | 25573 | 25575 | Different |
| CompletionDate | 7/31/2020 12:00:00 AM | 6/21/2006 12:00:00 AM | Different |
| SevenDayRain | | 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 | B | E | Different |
| Bedform | Plane Bed | Dune-Ripple | Different |
| BedMaterial | Cobble | Sand | Different |
| SubclassSlope | c | c | |
| GeoAssessCondition | Good | Good | |
| AdminStreamTypeDeparture | | | |
| Segmentation | | None | Different |
| SegmentationComment | | | |
| BermLength_1 | 0 | 0 | |
| BermLength_2 | 0 | 0 | |
| RoadLength_1 | 863.6494 | 863.65 | Different |
| RoadLength_2 | 0 | 0 | |
| RailroadLength_1 | 0 | 0 | |
| RailroadLength_2 | 0 | 0 | |
| PathLength_1 | 0 | 0 | |
| PathLength_2 | 699.1171 | 0 | Different |
| DevelopmentLength_1 | 94.88048 | 94.88 | Different |
| DevelopmentLength_2 | 118.7925 | 150.59 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Hilly | Very Steep | Different |
| HillsideSlope_R | Hilly | Very Steep | Different |
| HillsideContinuous_L | Sometimes | Sometimes | |
| HillsideContinuous_R | Sometimes | Sometimes | |
| HillsideInWidth_L | Sometimes | Sometimes | |
| HillsideInWidth_R | Sometimes | Sometimes | |
| HillsideTexture_L | Gravel | Not Evaluated | Different |
| HillsideTexture_R | Gravel | Not Evaluated | Different |
| ValleyWidth | 190 | 150 | Different |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | BD | SC | Different |
| InRockGorge | No | No | |
| HumanChangedWidth | No | No | |
| BankfullWidth | 29.6 | 35 | Different |
| MaximumDepth | 4 | 6.4 | Different |
| MeanDepth | 2.72 | 4.3 | Different |
| FloodproneWidth | 60 | 197 | Different |
| RecentlyAbandonedFloodplain | 5.6 | 7 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Moderate | Moderate | |
| RifflesType | Sedimented | Not Applicable | Different |
| IsRiffleSpacingApplicable | | Not Applicable | Different |
| RiffleSpacingDistance | 150 | | Different |
| Bedrock | 0 | 0 | |
| Boulder | 5 | 0 | Different |
| Cobble | 47 | 0 | Different |
| Course Gravel | 27 | 5 | Different |
| Fine Gravel | 15 | 5 | Different |
| Sand | 6 | 90 | Different |
| Silt or Smaller | 0 | 0 | |
| SiltClayPresent | Yes | Yes | |
| DetritusPercent | 2 | 1 | Different |
| WoodyDebrisNumber | 79 | 162 | Different |
| IsBarBedParticleNotEvaluated | False | False | |
| IsBedParticleNotApplicable | False | True | Different |
| LargestBedParticle | 200 | | Different |
| IsBarParticleNotApplicable | False | True | Different |
| LargestBarParticle | 60 | | Different |
| ParticleUnits | mm | | Different |
| StreamType1 | B | E | Different |
| BedMaterial1 | Cobble | Sand | Different |
| SubclassSlope1 | c | c | |
| SubBedForm | Riffle-Pool | | Different |
| 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 | Mix | Clay | Different |
| MaterialTypeLower_R | Mix | Clay | Different |
| MaterialTypeLower | | | |
| ConsistencyUpper_L | Cohesive | Cohesive | |
| ConsistencyUpper_R | Cohesive | Cohesive | |
| ConsistencyUpper | | | |
| ConsistencyLower_L | Non-cohesive | Cohesive | Different |
| ConsistencyLower_R | Non-cohesive | Cohesive | Different |
| ConsistencyLower | | | |
| BankErosionLength_L | 842.3154 | 676.55 | Different |
| BankErosionLength_R | 841.2027 | 351.76 | Different |
| BankErosionHeight_L | 4.757722 | 4.600207 | Different |
| BankErosionHeight_R | 4.816281 | 1.874403 | Different |
| BankRevetmentType_L | Rip-Rap | Rip-Rap | |
| BankRevetmentType_R | Multiple | Rip-Rap | Different |
| BankRevetmentLength_L | 33.8338 | 33.83 | Different |
| BankRevetmentLength_R | 75.42181 | 52.03 | Different |
| DominantBankVegetation_L | Herbaceous | Herbaceous | |
| DominantBankVegetation_R | Herbaceous | Herbaceous | |
| SubDomBankVegetation_L | Shrubs/Sapling | None | Different |
| SubDomBankVegetation_R | Shrubs/Sapling | None | Different |
| CanopyPercentCategory_L | 1-25 | 51-75 | Different |
| CanopyPercentCategory_R | 1-25 | 51-75 | Different |
| ChannelCanopy | Open | Open | |
| DominantBufferWidth_L | >100 | >100 | |
| DominantBufferWidth_R | >100 | >100 | |
| SubDomBufferWidth_L | 0-25 | 51-100 | Different |
| SubDomBufferWidth_R | 26-50 | 51-100 | Different |
| Buffer0to25Feet_L | 1814 | | Different |
| Buffer0to25Feet_R | 0 | | Different |
| DominantBufferVegetation_L | Herbaceous | Mixed Trees | Different |
| DominantBufferVegetation_R | Herbaceous | Mixed Trees | Different |
| SubDomBufferVegetation_L | Shrubs/Sapling | None | Different |
| SubDomBufferVegetation_R | Mixed Trees | None | Different |
| DominantLandUse_L | Forest | Forest | |
| DominantLandUse_R | Forest | Forest | |
| SubDomLandUse_L | Crop | None | Different |
| SubDomLandUse_R | Crop | None | Different |
| MassFailuresLength_L | 40.75011 | 0 | Different |
| MassFailuresLength_R | | 0 | Different |
| MassFailures | Multiple | Multiple | |
| MassFailuresMeanHeight_L | 13.85333 | 0 | Different |
| MassFailuresMeanHeight_R | | 0 | Different |
| FailureMeanHeight | 13.5 | 27.85714 | Different |
| GulliesNumber | 11 | | Different |
| Gullies | Multiple | None | Different |
| GulliesLength | 695 | | Different |
| GullyMeanHeight | 1.772727 | 0 | Different |
| SpringSeep | Minimal | Abundant | Different |
| AdjacentWetland | Minimal | Minimal | |
| FlowStatus | Low | Moderate | Different |
| DebrisJamsNumber | 1 | 12 | Different |
| FlowRegType | None | None | |
| FlowRegUse | | | |
| Impoundments | | None | Different |
| ImpoundmentLocation | | | |
| FlowRegUpDownStream | None | | Different |
| UpstreamFlowRegulation | | None | Different |
| IsNoChannelConstriction | False | False | |
| BeaverDamsNumber | 3 | 0 | Different |
| BeaverDamAffectedLength | 1035 | 0 | Different |
| BridgeCulvertAssessment | Yes | Yes | |
| BarMidNumber | | 0 | Different |
| BarPointNumber | 1 | 2 | Different |
| BarSideNumber | | 1 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 4 | Different |
| BarIslandNumber | | 2 | Different |
| FloodChutesNumber | 2 | 1 | Different |
| 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 | | Other cross sections in reach showed C4-R/P (Upstream 1/4). Also brief section of Bc5-D/R upstream of Tarte Road crossing. Dom bed material (2.14) is silt, not sand; silt is not available as an option in the DMS, at present. Mod-high flow on assessment date may have obscured some bed features. Straightening assumed in Phase 1 was not field-verified; linear planform due to bedrock control. | Different |
| rhaStreamType | Riffle-Pool | | Different |
| rhaDepartureType | | | |
| rhacomments | | | |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Plane Bed | Unconfined | Different |
| ChannelEvolutionStage | I | I | |
| ChannelEvolutionModel | F | | Different |
| GeoAssessCondition1 | Good | Good | |
| GeoAssessSensitivity | Moderate | High | Different |
| AdjustmentNarrative | Very long reach with fairly consistent Bc geometry. Slightly elevated floodplain benches were present for most of the reach. Some areas of increased incision at or a near a departure to F type. Minimal evidence of historic straightening, low erosion. | Minor aggradation. Wash-load-dominated channel. Cohesive silts/cays in bed and banks. | Different |
| ReachesRID | 2624 | 2624 | |
| SegmentsRID | 3598 | 1258 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
