| ProjectName | Rock River | Rock River | |
| StreamName | Saxe Brook | Saxe Brook | |
| ProjectID | 54 | 54 | |
| ReachID | 6 | 6 | |
| SegmentID | A | A | |
| ReachPointID | M1S1.03 | M1S1.03 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | KLU, BOS | Different |
| IsNotAssessed | False | False | |
| WhyNotAssessed | | | |
| IsAdminJudgement | False | False | |
| SegmentLocation | From alder swamp downstream nearly to the Ballard Road crossing. | From alder swamp downstream nearly to the Ballard Road crossing. | |
| SegmentLength | 3499 | 3499 | |
| CompletionDate | 11/6/2020 12:00:00 AM | 6/6/2006 12:00:00 AM | Different |
| SevenDayRain | No | Yes | Different |
| Weather | Cool and dry | sunny, 70 | Different |
| KnownFloodHistory | No | Yes | Different |
| SketchDone | Yes | Yes | |
| PhotoLogDone | Yes | Yes | |
| WatershedZone | | | |
| ReachClearlyAffectedByMajorFlooding | No | | Different |
| AdminJudgementEntity | | | |
| StreamType | E | E | |
| Bedform | Plane Bed | Plane Bed | |
| BedMaterial | Silt | Sand | Different |
| SubclassSlope | | c | Different |
| GeoAssessCondition | Fair | Fair | |
| AdminStreamTypeDeparture | | | |
| Segmentation | Channel Dimensions | Channel Dimensions | |
| SegmentationComment | Segment B was not assessed in 2020, based on 2006 study it had more floodplain access and was not ditched as recently as A. | | Different |
| BermLength_1 | 637.3652 | 637.37 | Different |
| BermLength_2 | 0 | 0 | |
| 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 | 0 | 0 | |
| DevelopmentLength_2 | 20.91901 | 20.92 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Flat | Flat | |
| HillsideSlope_R | Flat | Hilly | Different |
| HillsideContinuous_L | Never | Sometimes | Different |
| HillsideContinuous_R | Never | Sometimes | Different |
| HillsideInWidth_L | Sometimes | Sometimes | |
| HillsideInWidth_R | Sometimes | Sometimes | |
| HillsideTexture_L | Silt/Clay | Not Evaluated | Different |
| HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
| ValleyWidth | 450 | 200 | Different |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | VB | VB | |
| InRockGorge | No | No | |
| HumanChangedWidth | No | No | |
| BankfullWidth | 5.5 | 10.1 | Different |
| MaximumDepth | 2.3 | 3.9 | Different |
| MeanDepth | 1.6 | 2.3 | Different |
| FloodproneWidth | 14 | 620 | Different |
| RecentlyAbandonedFloodplain | 5 | 4.3 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Low | Low | |
| RifflesType | Not Applicable | Eroded | Different |
| IsRiffleSpacingApplicable | | Not Applicable | Different |
| RiffleSpacingDistance | | | |
| Bedrock | 0 | 0 | |
| Boulder | 0 | 0 | |
| Cobble | 0 | 0 | |
| Course Gravel | 5 | 2 | Different |
| Fine Gravel | 10 | 3 | Different |
| Sand | 20 | 95 | Different |
| Silt or Smaller | 65 | 0 | Different |
| SiltClayPresent | Yes | Yes | |
| DetritusPercent | 0 | 2 | Different |
| WoodyDebrisNumber | 6 | 25 | Different |
| IsBarBedParticleNotEvaluated | False | False | |
| IsBedParticleNotApplicable | False | False | |
| LargestBedParticle | | 60 | Different |
| IsBarParticleNotApplicable | False | True | Different |
| LargestBarParticle | | | |
| ParticleUnits | | mm | Different |
| StreamType1 | E | E | |
| 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 | Moderate | Steep | 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 | 810.1819 | 578.82 | Different |
| BankErosionLength_R | 827.0925 | 717.26 | Different |
| BankErosionHeight_L | 3.512147 | 3.421945 | Different |
| BankErosionHeight_R | 3.534418 | 3.393205 | Different |
| BankRevetmentType_L | Rip-Rap | Rip-Rap | |
| BankRevetmentType_R | Rip-Rap | Rip-Rap | |
| BankRevetmentLength_L | 45.20284 | 12.02 | Different |
| BankRevetmentLength_R | 47.43009 | 12.64 | Different |
| DominantBankVegetation_L | Herbaceous | Herbaceous | |
| DominantBankVegetation_R | Herbaceous | Herbaceous | |
| SubDomBankVegetation_L | Shrubs/Sapling | None | Different |
| SubDomBankVegetation_R | Shrubs/Sapling | None | Different |
| CanopyPercentCategory_L | 0 | 0 | |
| CanopyPercentCategory_R | 0 | 0 | |
| ChannelCanopy | Open | Open | |
| DominantBufferWidth_L | 0-25 | 0-25 | |
| DominantBufferWidth_R | 0-25 | 0-25 | |
| SubDomBufferWidth_L | 51-100 | None | Different |
| SubDomBufferWidth_R | >100 | None | Different |
| Buffer0to25Feet_L | 1597 | | Different |
| Buffer0to25Feet_R | 1875 | | Different |
| DominantBufferVegetation_L | Herbaceous | Shrubs/Sapling | Different |
| DominantBufferVegetation_R | Herbaceous | Shrubs/Sapling | Different |
| SubDomBufferVegetation_L | Shrubs/Sapling | Herbaceous | Different |
| SubDomBufferVegetation_R | Shrubs/Sapling | Herbaceous | Different |
| DominantLandUse_L | Hay | Crop | Different |
| DominantLandUse_R | Hay | Hay | |
| SubDomLandUse_L | Shrubs/Sapling | Shrubs/Sapling | |
| SubDomLandUse_R | Shrubs/Sapling | Shrubs/Sapling | |
| MassFailuresLength_L | | | |
| MassFailuresLength_R | | | |
| MassFailures | None | None | |
| MassFailuresMeanHeight_L | | 0 | Different |
| MassFailuresMeanHeight_R | | 0 | Different |
| FailureMeanHeight | | 0 | Different |
| GulliesNumber | 4 | | Different |
| Gullies | Multiple | None | Different |
| GulliesLength | 60 | | Different |
| GullyMeanHeight | 1.75 | 0 | Different |
| SpringSeep | Abundant | Minimal | Different |
| AdjacentWetland | Minimal | Minimal | |
| FlowStatus | Moderate | Moderate | |
| DebrisJamsNumber | 2 | 3 | Different |
| FlowRegType | None | None | |
| FlowRegUse | | | |
| Impoundments | | None | Different |
| ImpoundmentLocation | | | |
| FlowRegUpDownStream | None | | Different |
| UpstreamFlowRegulation | | None | Different |
| IsNoChannelConstriction | False | False | |
| BeaverDamsNumber | 1 | 1 | |
| BeaverDamAffectedLength | 50 | 50 | |
| BridgeCulvertAssessment | Yes | No | Different |
| BarMidNumber | | 0 | Different |
| BarPointNumber | | 0 | Different |
| BarSideNumber | | 0 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 1 | Different |
| BarIslandNumber | | 0 | Different |
| FloodChutesNumber | 1 | 0 | Different |
| NeckCutoffsNumber | 0 | 0 | |
| ChannelAvulsionsNumber | 0 | 0 | |
| BraidingNumber | 1 | 1 | |
| SteepRifflesNumber | 0 | 0 | |
| HeadCutsNumber | 1 | 1 | |
| TributaryRejuvenation | No | No | |
| Straightening | Straightening | Straightening | Different |
| StraighteningLength | 1501.693 | 1501.7 | Different |
| Dredging | Dredging | Dredging | |
| Comments | | Location of features indexed is approximate only; 1995 surface water coverage which forms the basis for the FIT does not display the current planform. Headcut is a nick point comprised of erosion-resistent clay layer. Tribs to Saxe Brook have significant dredging, straightening. E5-plane bed stream type is characteristic of the reach as a whole. However, near the downstream end between hay and corn fields, recent channelization, dredging, berming has resulted in a loss of floodplain connection, and a localized section of F5-PB (stream type departure). In other areas of less recent straightening, cohesive bed and banks may have moderated potential incision and loss of floodplain connection. | Different |
| rhaStreamType | Dune-Ripple | | Different |
| rhaDepartureType | Plane Bed | | Different |
| rhacomments | | | |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Unconfined | Unconfined | |
| ChannelEvolutionStage | II | II | |
| ChannelEvolutionModel | F | F | |
| GeoAssessCondition1 | Fair | Fair | |
| GeoAssessSensitivity | Very High | Very High | |
| AdjustmentNarrative | Historic straightening has lead to ongoing incision through most of the segment. Very low channel slope reduces stream power, resulting in minimal opportunity for widening or planform adjustment. | Recent STR, dredging, berming near DS end has led to partial loss of FP connection (IR = 1.4 to 2.0). Lesser degree of incision in US half where straightening is more historic . Incis/Widening probably moderated by cohesive silt/clay bed/banks | Different |
| ReachesRID | 2594 | 2594 | |
| SegmentsRID | 3609 | 1232 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
