| HabAssessStreamType | | High | Different | leg6.aspx | | Stream Gradient Type |
| ProjectID | 54 | 54 | | Step0.aspx | | |
| ProjectName | Rock River | Rock River | | Step0.aspx | | |
| StreamName | Unnamed-1 to Rock-M06 | Unnamed-1 to Rock-M06 | | Step0.aspx | | |
| ReachID | 50 | 50 | | Step0.aspx | | |
| ReachesRID | 2637 | 2637 | | Step0.aspx | | |
| SegmentID | A | A | | Step0.aspx | | |
| SegmentsRID | 3614 | 1248 | Different | Step0.aspx | | |
| ReachPointID | M6S1.01 | M6S1.01 | | Step0.aspx | | |
| OrganizationName | | South Mountain Research & Consulting | Different | Step0.aspx | | Organization |
| Observers | JHB, FCP | BJ, BOS | Different | Step0.aspx | | |
| IsNotAssessed | N | N | | Step0.aspx | | Segment Not Assessed? |
| WhyNotAssessed | | | | Step0.aspx | | If Not Assessed Why |
| IsAdminJudgement | N | N | | Step0.aspx | | Administrative Judgement? |
| SegmentLocation | From residential driveway crossing downstream under Franklin Road to the confluence with Rock River (M06). | From residential driveway crossing downstream under Franklin Road to the confluence with Rock River (M06). | | Step0.aspx | | Segment Location |
| SegmentLength | 4380 | 4380 | | Step0.aspx | | Segment Length |
| KnownFloodHistory | N | Y | Different | Step0.aspx | | Known Flood History? |
| SketchDone | Y | Y | | Step0.aspx | | Sketch Done |
| PhotoLogDone | Y | Y | | Step0.aspx | | Photo Log Done? |
| ReachClearlyAffectedByMajorFlooding | N | | Different | Step0.aspx | | Reach Clearly Affected By Recent Major Flood |
| AdminJudgementEntity | | | | Step0.aspx | | Administrative Judgement Entity |
| AdminStreamTypeDeparture | | | | Step0.aspx | | Administrative Stream Type Depature |
| GeoAssessCondition | Fair | Good | Different | Step0.aspx | | |
| VersionName | 2020 Update VT and QC | Base | Different | Step0.aspx | | Segment Version |
| CompletionDate | 7/17/2020 12:00:00 AM | 7/3/2006 12:00:00 AM | Different | Step0.aspx? | | Completion Date |
| SevenDayRain | | Y | Different | Step0.aspx? | | Seven Day Rain? |
| Weather | Hot and dry | sunny, 80 | Different | Step0.aspx? | | Weather |
| Segmentation | Other Reason | Planform and Scope | Different | Step1.aspx | 1.1 | Segmentation |
| SegmentationComment | The 2006 study had 4 segments based on straightening, corridor land use, wetlands, and drainage culverts. | | Different | Step1.aspx | 1.1 | Comments |
| BermLength_L | | | | Step1.aspx | 1.3 River Corridor Encroachments | Berm Length ft. (left) |
| BermLength_R | | | | Step1.aspx | 1.3 River Corridor Encroachments | Berm Length ft. (right) |
| RoadLength_1 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Road Length Left |
| RoadLength_2 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Road Length Right |
| RoadLength_L | | | | Step1.aspx | 1.3 River Corridor Encroachments | Road Length Left |
| RoadLength_R | | | | Step1.aspx | 1.3 River Corridor Encroachments | Road Length Right |
| RailroadLength_1 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Railroad Length left |
| RailroadLength_2 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Railroad Length Right |
| RailroadLength_L | | | | Step1.aspx | 1.3 River Corridor Encroachments | Railroad Length Left |
| RailroadLength_R | | | | Step1.aspx | 1.3 River Corridor Encroachments | Railroad Length Right |
| PathLength_1 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Improved Path Length Left |
| PathLength_2 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Improved Path Length Right |
| PathLength_L | | | | Step1.aspx | 1.3 River Corridor Encroachments | Path Length Left |
| PathLength_R | | | | Step1.aspx | 1.3 River Corridor Encroachments | Path Length Right |
| DevelopmentLength_1 | 59.53765 | 59.54 | Different | Step1.aspx | 1.3 River Corridor Encroachments | Development Length_Left |
| DevelopmentLength_2 | 99.62728 | 99.63 | Different | Step1.aspx | 1.3 River Corridor Encroachments | Development Length Right |
| HillsideSlope_L | Flat | Hilly | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Slope |
| HillsideSlope_R | Hilly | Hilly | | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Slope |
| HillsideContinuous_L | Never | Sometimes | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Continuous With Bank? |
| HillsideContinuous_R | Never | Sometimes | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Continuous With Bank? |
| HillsideInWidth_L | Sometimes | Sometimes | | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor With 1 bankfull width? |
| HillsideInWidth_R | Never | Sometimes | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor With 1 bankfull width? |
| HillsideTexture_L | Silt/Clay | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Texture |
| HillsideTexture_R | Silt/Clay | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Texture |
| ValleyWidth | 78 | 100 | Different | Step1.aspx | 1.5 Valley Features | Valley Width |
| ValleyWidthDetermination | Measured | Estimated | Different | Step1.aspx | 1.5 Valley Features | Valley Width Determination |
| ConfinementType | BD | BD | | Step1.aspx | 1.5 Valley Features | Confinement Type |
| InRockGorge | No | No | | Step1.aspx | 1.5 Valley Features | Segment In A Rock Gorge? |
| HumanChangedWidth | No | No | | Step1.aspx | 1.5 Valley Features | Human-caused change in valley width? |
| BankfullWidth | 10.5 | 14.1 | Different | Step2.aspx | 2.1 | Bankfull Width |
| MaximumDepth | 1.5 | 2.7 | Different | Step2.aspx | 2.2 | Maximum Depth |
| MeanDepth | 1.06 | 1.44 | Different | Step2.aspx | 2.4 | Mean Depth |
| FloodproneWidth | 13 | 130 | Different | Step2.aspx | 2.5 | Floodprone Width |
| RecentlyAbandonedFloodplain | 4 | 2.7 | Different | Step2.aspx | 2.6 | Recently Abandoned Floodplain |
| HumanElevatedFloodplain | | | | Step2.aspx | 2.6 | Human Elevated Floodplain |
| SinuosityType | Moderate | High | Different | Step2.aspx | 2.10 | Sinuosity Type |
| RifflesType | Not Applicable | Not Applicable | | Step2.aspx | 2.11 | Type of Riffles |
| RiffleSpacingDistance | | | | Step2.aspx | 2.12 | Riffles/Step Spacing Distance |
| IsRiffleSpacingApplicable | | Not Evaluated | Different | Step2.aspx | 2.12 | No Data |
| Bedrock | | 0.00 | Different | Step2.aspx | 2.13 Substrate Composition | Bedrock |
| Boulder | | 0.00 | Different | Step2.aspx | 2.13 Substrate Composition | Boulder |
| Cobble | | 0.00 | Different | Step2.aspx | 2.13 Substrate Composition | Cobble |
| Course Gravel | | 0.00 | Different | Step2.aspx | 2.13 Substrate Composition | Course Gravel |
| Fine Gravel | | 30.00 | Different | Step2.aspx | 2.13 Substrate Composition | Fine Gravel |
| Sand | 30.00 | 70.00 | Different | Step2.aspx | 2.13 Substrate Composition | Sand |
| Silt or Smaller | 70.00 | 0.00 | Different | Step2.aspx | 2.13 Substrate Composition | Silt and Smaller |
| SiltClayPresent | No | Yes | Different | Step2.aspx | 2.13 Substrate Composition | Clay Present? |
| DetritusPercent | 0 | 5 | Different | Step2.aspx | 2.13 Substrate Composition | Percent Detritus |
| WoodyDebrisNumber | 7 | 0 | Different | Step2.aspx | 2.13 Substrate Composition | Large Woody Debris Count |
| LargestBedParticle | | 16 | Different | Step2.aspx | 2.14 Average Largest Particle On | Bed |
| IsBedParticleNotApplicable | N | N | | Step2.aspx | 2.14 Average Largest Particle On | Not Applicable |
| LargestBarParticle | | 16 | Different | Step2.aspx | 2.14 Average Largest Particle On | Bar |
| IsBarParticleNotApplicable | N | N | | Step2.aspx | 2.14 Average Largest Particle On | Not Applicable |
| IsBarBedParticleNotEvaluated | N | N | | Step2.aspx | 2.14 Average Largest Particle On | Not Evaluated |
| ParticleUnits | | mm | Different | Step2.aspx | 2.14 Average Largest Particle On | Particle Units |
| StreamType | F | E | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Stream Type |
| BedMaterial | Silt | Sand | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Bed Material |
| SubclassSlope | | c | Different | Step2.aspx | 2.15 Phase 2 Stream Type | SubclassSlope |
| Bedform | Plane Bed | Plane Bed | | Step2.aspx | 2.15 Phase 2 Stream Type | Dominant Bedform |
| SubBedForm | | | | Step2.aspx | 2.15 Phase 2 Stream Type | Dominant Bed Form |
| FieldMeasuredSlope | | | | Step2.aspx | 2.15 Phase 2 Stream Type | Field Measured Slope |
| ReferenceStreamType | | | | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Stream Type |
| ReferenceBedMaterial | | | | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Bed Material |
| ReferenceSubclassSlope | | | | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Subclass Slope |
| ReferenceBedform | | | | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Bedform |
| WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Were Channel Dimensions Significantly Changed By Major Flooding |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Were Channel Dimensions Significantly Changed By Humans In Reponse To Major Flooding |
| ChannelEnlargement | 0 | 0 | | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Channel Enlargement |
| FloodAffectedCrossSectionComments | NULL | | Different | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Flood Affected Cross Section Comments |
| TypicalBankSlope | Steep | Moderate | Different | Step3.aspx | 3.1 Stream Banks | Typical Bank Slope |
| MaterialTypeUpper_L | Silt | Clay | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Upper Left |
| MaterialTypeUpper_R | Silt | Clay | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Upper Right |
| MaterialTypeUpper | | | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Upper Old |
| MaterialTypeLower_L | Silt | Clay | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Lower Left |
| MaterialTypeLower_R | Silt | Clay | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Lower Right |
| MaterialTypeLower | | | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Lower Old |
| ConsistencyUpper_L | Cohesive | Cohesive | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Upper Left |
| ConsistencyUpper_R | Cohesive | Cohesive | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Upper Right |
| ConsistencyUpper | | | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Upper Old |
| ConsistencyLower_L | Cohesive | Cohesive | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Lower Left |
| ConsistencyLower_R | Cohesive | Cohesive | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Lower Right |
| ConsistencyLower | | | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Lower Old |
| BankErosionLength_L | 0 | 149.55 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Left |
| BankErosionLength_R | 36.97689 | 124.35 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Right |
| BankErosionHeight_L | 0 | 2 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Left |
| BankErosionHeight_R | 2 | 2 | | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Right |
| BankRevetmentType_L | Hard Bank | None | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Type Left |
| BankRevetmentType_R | Hard Bank | None | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Type Right |
| BankRevetmentLength_L | 39.41818 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Left |
| BankRevetmentLength_R | 40.3914 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Right |
| DominantBankVegetation_L | Herbaceous | Herbaceous | | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Left |
| DominantBankVegetation_R | Herbaceous | Herbaceous | | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Right |
| SubDomBankVegetation_L | Shrubs/Sapling | None | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Left |
| SubDomBankVegetation_R | Shrubs/Sapling | None | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Right |
| CanopyPercentCategory_L | 26-50 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Left |
| CanopyPercentCategory_R | 26-50 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Right |
| ChannelCanopy | Open | Open | | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Mid-Channel Canopy |
| DominantBufferWidth_L | >100 | 26-50 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Left |
| DominantBufferWidth_R | >100 | 26-50 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Right |
| SubDomBufferWidth_L | None | >100 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Left |
| SubDomBufferWidth_R | 0-25 | >100 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Right |
| Buffer0to25Feet_L | 0 | | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Length where less than 25 feet Left |
| Buffer0to25Feet_R | 0 | | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Length where less than 25 feet Right |
| DominantBufferVegetation_L | Herbaceous | Herbaceous | | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Left |
| DominantBufferVegetation_R | Herbaceous | Herbaceous | | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Right |
| SubDomBufferVegetation_L | Shrubs/Sapling | None | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Left |
| SubDomBufferVegetation_R | Shrubs/Sapling | None | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Right |
| DominantLandUse_L | Crop | Shrubs/Sapling | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Left |
| DominantLandUse_R | Crop | Shrubs/Sapling | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Right |
| SubDomLandUse_L | None | None | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Left |
| SubDomLandUse_R | None | None | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Right |
| MassFailuresLength_L | 37.64961 | 0 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Mass Failures Length Left |
| MassFailuresLength_R | | 0 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Mass Failures Length Right |
| MassFailures | One | One | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Mass Failures Length Old |
| MassFailuresMeanHeight_L | 15 | 0 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Failure Height Left |
| MassFailuresMeanHeight_R | | 0 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Failure Height Right |
| FailureMeanHeight | 15 | 13 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Failure Height Old |
| Gullies | None | None | | Step3.aspx | | Gullies |
| GulliesNumber | 0 | | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Gullies |
| GulliesLength | 0 | | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Length |
| GullyMeanHeight | | 0 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Height |
| SpringSeep | Minimal | Minimal | | Step4.aspx | 4.1 | Spring/Seep/Trib |
| AdjacentWetland | Minimal | Minimal | | Step4.aspx | 4.2 | Adjacent Wetland |
| FlowStatus | Low | Moderate | Different | Step4.aspx | 4.3 | Flow Status |
| DebrisJamsNumber | 1 | 4 | Different | Step4.aspx | 4.4 | Number of Debris James |
| FlowRegType | None | None | | Step4.aspx | 4.5 | Flow Regulation Type |
| ImpoundmentLocation | | | | Step4.aspx | 4.5 | (Old Data) Impoundment Location |
| FlowRegUse | | | | Step4.aspx | 4.5 | Flow Regulation Use |
| FlowRegUpDownStream | None | | Different | Step4.aspx | 4.6 | Up/Down Stream Flow Reg and Withdrawals |
| IsNoChannelConstriction | N | N | | Step4.aspx | 4.8 | Channel Constrictions |
| Impoundments | | None | Different | Step4.aspx | 4.5 | (Old Data) Impoundments |
| UpstreamFlowRegulation | | None | Different | Step4.aspx | 4.6 | (Old Data) Upstream Flow Regulation |
| BeaverDamsNumber | 0 | 0 | | Step4.aspx | 4.9 | Number Of Beaver Dams |
| BeaverDamAffectedLength | 0 | 0 | | Step4.aspx | 4.9 | Length Affected By Dams |
| BridgeCulvertAssessment | | Yes | Different | Step4.aspx | | Bridge Culvert Assessment? |
| BarMidNumber | | 2 | Different | Step5.aspx | 5.1 Bar Types | Mid Bars |
| BarPointNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Point Bars |
| BarSideNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Side Bars |
| BarDiagonalNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Diagonal Bars |
| BarDeltaNumber | | 1 | Different | Step5.aspx | 5.1 Bar Types | Delta Bars |
| BarIslandNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Island Bars |
| FloodChutesNumber | 1 | 1 | | Step5.aspx | 5.2 Migration Features | Flood Chutes |
| NeckCutoffsNumber | 0 | 0 | | Step5.aspx | 5.2 Migration Features | Neck Cutoffs |
| ChannelAvulsionsNumber | 0 | 0 | | Step5.aspx | 5.2 Migration Features | Channel Avulsions |
| BraidingNumber | 0 | 0 | | Step5.aspx | 5.2 Migration Features | Braiding Number |
| SteepRifflesNumber | 0 | 0 | | Step5.aspx | 5.3 Steep Riffles And Head Cuts | Steep Riffles |
| HeadCutsNumber | 0 | 0 | | Step5.aspx | 5.3 Steep Riffles And Head Cuts | Head Cuts |
| TributaryRejuvenation | No | No | | Step5.aspx | 5.3 Steep Riffles And Head Cuts | Tributary Rejuvenation |
| Straightening | Straightening | Straightening | Different | Step5.aspx | 5.5 Channel Alterations | Straightening |
| StraighteningLength | 1360.596 | 1958.96 | Different | Step5.aspx | 5.5 Channel Alterations | Straightening Length |
| Dredging | None | None | | Step5.aspx | 5.5 Channel Alterations | Dredging |
| Comments | | "Shrub/sapling" in riparian corridor (3.3) is fallow pasture. Straightening from WP 150 to WP 152 is ~650 ft. | Different | Step5.aspx | | Comments |
| BermLength_1 | 0 | 0 | | Step6.aspx | | Berm Length ft. (left) |
| BermLength_2 | 0 | 0 | | Step6.aspx | | Berm Length ft. (right) |
| rhaStreamType | Dune-Ripple | | Different | Step6.aspx | | RHA Reference Stream Type |
| rhaDepartureType | | | | Step6.aspx | 6.9 | SHTD Existing Habitat Type |
| rhacomments | | | | Step6.aspx | | Comments |
| GeoAssessConfinement | Unconfined | Unconfined | | Step7.aspx | | Confinement Evaluated |
| ChannelEvolutionStage | II | I | Different | Step7.aspx | 7.5 | Channel EvolutionStage |
| ChannelEvolutionModel | F | | Different | Step7.aspx | 7.5 | Channel Evolution Model |
| AdjustmentNarrative | The reach is deeply incised and has very limited evidence of widening or planform adjustment, resulting in a Stage II evaluation. Banks were relatively well vegetated and were cohesive clay. One small grade control within the reach reduces incision in the lower portion. Historic straightening affects approximately 1/3 of the reach. VHD mapping is off through straightened section in upper portion of the segment. | Aggradation and planform adjustments minor, overall. Some suggestion of incision mid-segment. | Different | Step7.aspx | 7.5 | Channel Adjustment Processes Narrative |
| GeoAssessSensitivity | Extreme | High | Different | Step7.aspx | 7.7 | Stream Sensitivity |
