| ProjectName | Rock River | Rock River | |
| StreamName | Saxe Brook | Saxe Brook | |
| ProjectID | 54 | 54 | |
| ReachID | 5 | 5 | |
| SegmentID | B | B | |
| ReachPointID | M1S1.02 | M1S1.02 | |
| OrganizationID | | 6 | Different |
| OrganizationName | | South Mountain Research & Consulting | Different |
| Observers | JHB, FCP | KLU, BOS | Different |
| IsNotAssessed | False | False | |
| WhyNotAssessed | | | |
| IsAdminJudgement | False | False | |
| SegmentLocation | Approximately 511 feet of channel upstream and under Ballard Rd crossing. | Approximately 511 feet of channel upstream and under Ballard Rd crossing. | |
| SegmentLength | 511 | 511 | |
| CompletionDate | | 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 | C | C | |
| Bedform | Riffle-Pool | Riffle-Pool | |
| BedMaterial | Cobble | Gravel | Different |
| SubclassSlope | | b | Different |
| GeoAssessCondition | Good | Good | |
| AdminStreamTypeDeparture | | | |
| Segmentation | | Substrate Size | Different |
| SegmentationComment | | | |
| BermLength_1 | 0 | 0 | |
| BermLength_2 | 0 | 0 | |
| RoadLength_1 | 204.5145 | 204.52 | 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 | 60.97486 | 60.98 | Different |
| BermLength_L | | | |
| BermLength_R | | | |
| RoadLength_L | | | |
| RoadLength_R | | | |
| RailroadLength_L | | | |
| RailroadLength_R | | | |
| PathLength_L | | | |
| PathLength_R | | | |
| HillsideSlope_L | Very Steep | Steep | Different |
| HillsideSlope_R | Hilly | Steep | Different |
| HillsideContinuous_L | Never | Sometimes | Different |
| HillsideContinuous_R | Never | Never | |
| HillsideInWidth_L | Sometimes | Sometimes | |
| HillsideInWidth_R | Sometimes | Never | Different |
| HillsideTexture_L | Mixed | Bedrock | Different |
| HillsideTexture_R | Mixed | Not Evaluated | Different |
| ValleyWidth | 80 | 80 | |
| ValleyWidthDetermination | Measured | Estimated | Different |
| ConfinementType | NW | SC | Different |
| InRockGorge | No | No | |
| HumanChangedWidth | Yes | Yes | |
| BankfullWidth | 14 | 19.8 | Different |
| MaximumDepth | 1.6 | 1.5 | Different |
| MeanDepth | 1.1 | 0.7 | Different |
| FloodproneWidth | 90 | 77 | Different |
| RecentlyAbandonedFloodplain | 2.5 | 1.5 | Different |
| HumanElevatedFloodplain | | | |
| SinuosityType | Low | Low | |
| RifflesType | Complete | Complete | |
| IsRiffleSpacingApplicable | | | |
| RiffleSpacingDistance | 90 | 40 | Different |
| Bedrock | 0 | 0 | |
| Boulder | 12 | 18 | Different |
| Cobble | 49 | 18 | Different |
| Course Gravel | 22 | 5 | Different |
| Fine Gravel | 6 | 16 | Different |
| Sand | 3 | 43 | Different |
| Silt or Smaller | 7 | 0 | Different |
| SiltClayPresent | Yes | Yes | |
| DetritusPercent | 0 | 10 | Different |
| WoodyDebrisNumber | 2 | 3 | Different |
| IsBarBedParticleNotEvaluated | False | False | |
| IsBedParticleNotApplicable | False | False | |
| LargestBedParticle | 250 | 300 | Different |
| IsBarParticleNotApplicable | False | True | Different |
| LargestBarParticle | 160 | | Different |
| ParticleUnits | mm | mm | |
| StreamType1 | C | C | |
| BedMaterial1 | Cobble | Gravel | Different |
| SubclassSlope1 | | b | Different |
| SubBedForm | | | |
| FieldMeasuredSlope | | | |
| ReferenceStreamType | | | |
| ReferenceBedMaterial | | | |
| ReferenceSubclassSlope | | | |
| ReferenceBedform | | | |
| ReachClearlyAffectedByMajorFlooding1 | No | | Different |
| WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
| ChannelEnlargement | 0 | 0 | |
| FloodAffectedCrossSectionComments | NULL | | Different |
| TypicalBankSlope | Moderate | Moderate | |
| MaterialTypeUpper_L | Mix | Clay | Different |
| MaterialTypeUpper_R | Mix | Clay | Different |
| MaterialTypeUpper | | | |
| MaterialTypeLower_L | Mix | Boulder/Cobble | Different |
| MaterialTypeLower_R | Mix | Boulder/Cobble | Different |
| MaterialTypeLower | | | |
| ConsistencyUpper_L | Non-cohesive | Cohesive | Different |
| ConsistencyUpper_R | Non-cohesive | Cohesive | Different |
| ConsistencyUpper | | | |
| ConsistencyLower_L | Non-cohesive | Non-cohesive | |
| ConsistencyLower_R | Non-cohesive | Non-cohesive | |
| ConsistencyLower | | | |
| BankErosionLength_L | 0 | 0 | |
| BankErosionLength_R | 0 | 0 | |
| BankErosionHeight_L | 0 | 0 | |
| BankErosionHeight_R | 0 | 0 | |
| BankRevetmentType_L | Rip-Rap | Rip-Rap | |
| BankRevetmentType_R | Rip-Rap | Rip-Rap | |
| BankRevetmentLength_L | 53.95164 | 53.96 | Different |
| BankRevetmentLength_R | 57.43919 | 57.44 | Different |
| DominantBankVegetation_L | Shrubs/Sapling | Herbaceous | Different |
| DominantBankVegetation_R | Shrubs/Sapling | Herbaceous | Different |
| SubDomBankVegetation_L | Deciduous | Deciduous | |
| SubDomBankVegetation_R | Deciduous | Deciduous | |
| CanopyPercentCategory_L | 76-100 | 76-100 | |
| CanopyPercentCategory_R | 76-100 | 76-100 | |
| ChannelCanopy | Closed | Closed | |
| DominantBufferWidth_L | 51-100 | 26-50 | Different |
| DominantBufferWidth_R | >100 | >100 | |
| SubDomBufferWidth_L | None | None | |
| SubDomBufferWidth_R | None | None | |
| Buffer0to25Feet_L | 0 | | Different |
| Buffer0to25Feet_R | 0 | | Different |
| DominantBufferVegetation_L | Deciduous | Deciduous | |
| DominantBufferVegetation_R | Deciduous | Deciduous | |
| SubDomBufferVegetation_L | Shrubs/Sapling | None | Different |
| SubDomBufferVegetation_R | Shrubs/Sapling | None | Different |
| DominantLandUse_L | Forest | Forest | |
| DominantLandUse_R | Forest | Forest | |
| SubDomLandUse_L | None | None | |
| SubDomLandUse_R | None | None | |
| 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 | Minimal | Minimal | |
| AdjacentWetland | Minimal | Minimal | |
| FlowStatus | Moderate | Moderate | |
| DebrisJamsNumber | 0 | 2 | 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 | | 0 | Different |
| BarDiagonalNumber | | 0 | Different |
| BarDeltaNumber | | 0 | Different |
| BarIslandNumber | | 0 | Different |
| FloodChutesNumber | 1 | 1 | |
| 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 | | Segmented from downstream bedrock falls, due to lesser slope, and absence of bedrock grade controls. Valley width slightly impacted by placement of St Armand Rd. However, road is elevated high on the left valley wall above the flood prone width elevation. See Appendix E of summary report for segment slopes/elevations updated during Phase 2. | Different |
| rhaStreamType | Riffle-Pool | | Different |
| rhaDepartureType | | | |
| rhacomments | Segment is very short and bedrock controlled at the downstream end. Lack of pools is not necessarily a reflection of poor habitat. Ample opportunity for CWD/LWD recruitment, however no LWD was observed in the segment. | | Different |
| HabAssessStreamType | | High | Different |
| GeoAssessConfinement | Unconfined | Unconfined | |
| ChannelEvolutionStage | I | I | |
| ChannelEvolutionModel | F | | Different |
| GeoAssessCondition1 | Good | Good | |
| GeoAssessSensitivity | Moderate | High | Different |
| AdjustmentNarrative | Segment is stable and does not appear to have significant historic or current impacts. The segment is very short. Overall we think the reach is stable and in Stage I in Fair/Good condition. | Minor aggradation. | Different |
| ReachesRID | 2593 | 2593 | |
| SegmentsRID | 3608 | 1231 | Different |
| VersionName | 2020 Update VT and QC | Base | Different |
