| HabAssessStreamType | | High | Different | leg6.aspx | | Stream Gradient Type |
| ProjectID | 54 | 54 | | Step0.aspx | | |
| ProjectName | Rock River | Rock River | | Step0.aspx | | |
| StreamName | Rock River | Rock River | | Step0.aspx | | |
| ReachID | 52 | 52 | | Step0.aspx | | |
| ReachesRID | 2639 | 2639 | | Step0.aspx | | |
| SegmentID | A | A | | Step0.aspx | | |
| SegmentsRID | 3600 | 1259 | Different | Step0.aspx | | |
| ReachPointID | M07 | M07 | | Step0.aspx | | |
| OrganizationName | | South Mountain Research & Consulting | Different | Step0.aspx | | Organization |
| Observers | JHB, FCP | KLU, BJ, BOS | Different | Step0.aspx | | |
| IsNotAssessed | Y | N | Different | Step0.aspx | | Segment Not Assessed? |
| WhyNotAssessed | no property access | | Different | Step0.aspx | | If Not Assessed Why |
| IsAdminJudgement | N | N | | Step0.aspx | | Administrative Judgement? |
| 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 | Step0.aspx | | Segment Location |
| SegmentLength | 5364 | 5365 | Different | Step0.aspx | | Segment Length |
| KnownFloodHistory | | Y | Different | Step0.aspx | | Known Flood History? |
| SketchDone | | Y | Different | Step0.aspx | | Sketch Done |
| PhotoLogDone | | Y | Different | Step0.aspx | | Photo Log Done? |
| ReachClearlyAffectedByMajorFlooding | | | | Step0.aspx | | Reach Clearly Affected By Recent Major Flood |
| AdminJudgementEntity | | | | Step0.aspx | | Administrative Judgement Entity |
| AdminStreamTypeDeparture | | | | Step0.aspx | | Administrative Stream Type Depature |
| GeoAssessCondition | | Good | Different | Step0.aspx | | |
| VersionName | 2020 Update VT and QC | Base | Different | Step0.aspx | | Segment Version |
| CompletionDate | | 6/12/2006 12:00:00 AM | Different | Step0.aspx? | | Completion Date |
| SevenDayRain | | Y | Different | Step0.aspx? | | Seven Day Rain? |
| Weather | | overcast, 60s, calm | Different | Step0.aspx? | | Weather |
| Segmentation | | Channel Dimensions | Different | Step1.aspx | 1.1 | Segmentation |
| SegmentationComment | | | | 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 | 148.3554 | 148.36 | Different | 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 | 1189.058 | 1189.07 | Different | 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 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Development Length_Left |
| DevelopmentLength_2 | 58.52461 | 58.53 | Different | Step1.aspx | 1.3 River Corridor Encroachments | Development Length Right |
| HillsideSlope_L | | Hilly | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Slope |
| HillsideSlope_R | | Hilly | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Slope |
| HillsideContinuous_L | | Sometimes | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Continuous With Bank? |
| HillsideContinuous_R | | Never | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Continuous With Bank? |
| HillsideInWidth_L | | Sometimes | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor With 1 bankfull width? |
| HillsideInWidth_R | | Never | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor With 1 bankfull width? |
| HillsideTexture_L | | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Texture |
| HillsideTexture_R | | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Texture |
| ValleyWidth | | 175 | Different | Step1.aspx | 1.5 Valley Features | Valley Width |
| ValleyWidthDetermination | | Estimated | Different | Step1.aspx | 1.5 Valley Features | Valley Width Determination |
| ConfinementType | | NW | Different | Step1.aspx | 1.5 Valley Features | Confinement Type |
| InRockGorge | | No | Different | Step1.aspx | 1.5 Valley Features | Segment In A Rock Gorge? |
| HumanChangedWidth | | No | Different | Step1.aspx | 1.5 Valley Features | Human-caused change in valley width? |
| BankfullWidth | | 33.6 | Different | Step2.aspx | 2.1 | Bankfull Width |
| MaximumDepth | | 3 | Different | Step2.aspx | 2.2 | Maximum Depth |
| MeanDepth | | 1.2 | Different | Step2.aspx | 2.4 | Mean Depth |
| FloodproneWidth | | 150 | Different | Step2.aspx | 2.5 | Floodprone Width |
| RecentlyAbandonedFloodplain | | 3.8 | Different | Step2.aspx | 2.6 | Recently Abandoned Floodplain |
| HumanElevatedFloodplain | | | | Step2.aspx | 2.6 | Human Elevated Floodplain |
| SinuosityType | | Moderate | Different | Step2.aspx | 2.10 | Sinuosity Type |
| RifflesType | | Not Applicable | Different | Step2.aspx | 2.11 | Type of Riffles |
| RiffleSpacingDistance | | | | Step2.aspx | 2.12 | Riffles/Step Spacing Distance |
| IsRiffleSpacingApplicable | | Not Applicable | 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 | | 3.00 | Different | Step2.aspx | 2.13 Substrate Composition | Course Gravel |
| Fine Gravel | | 7.00 | Different | Step2.aspx | 2.13 Substrate Composition | Fine Gravel |
| Sand | | 90.00 | Different | Step2.aspx | 2.13 Substrate Composition | Sand |
| Silt or Smaller | | 0.00 | Different | Step2.aspx | 2.13 Substrate Composition | Silt and Smaller |
| SiltClayPresent | | Yes | Different | Step2.aspx | 2.13 Substrate Composition | Clay Present? |
| DetritusPercent | | 5 | Different | Step2.aspx | 2.13 Substrate Composition | Percent Detritus |
| WoodyDebrisNumber | | 10 | Different | Step2.aspx | 2.13 Substrate Composition | Large Woody Debris Count |
| LargestBedParticle | | | | Step2.aspx | 2.14 Average Largest Particle On | Bed |
| IsBedParticleNotApplicable | N | Y | Different | Step2.aspx | 2.14 Average Largest Particle On | Not Applicable |
| LargestBarParticle | | | | Step2.aspx | 2.14 Average Largest Particle On | Bar |
| IsBarParticleNotApplicable | N | Y | Different | Step2.aspx | 2.14 Average Largest Particle On | Not Applicable |
| IsBarBedParticleNotEvaluated | N | N | | Step2.aspx | 2.14 Average Largest Particle On | Not Evaluated |
| ParticleUnits | | | | Step2.aspx | 2.14 Average Largest Particle On | Particle Units |
| StreamType | | C | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Stream Type |
| BedMaterial | | 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 | Different | 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 | | | | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Flood Affected Cross Section Comments |
| TypicalBankSlope | | Moderate | Different | Step3.aspx | 3.1 Stream Banks | Typical Bank Slope |
| MaterialTypeUpper_L | | Clay | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Upper Left |
| MaterialTypeUpper_R | | 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 | | Clay | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Lower Left |
| MaterialTypeLower_R | | 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 | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Upper Left |
| ConsistencyUpper_R | | Cohesive | Different | 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 | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Lower Left |
| ConsistencyLower_R | | Cohesive | Different | 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 | 101.9229 | 101.92 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Left |
| BankErosionLength_R | 0 | 0 | | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Right |
| BankErosionHeight_L | 3.441009 | 3.441032 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Left |
| BankErosionHeight_R | 0 | 0 | | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Right |
| BankRevetmentType_L | None | None | | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Type Left |
| BankRevetmentType_R | Rip-Rap | Rip-Rap | | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Type Right |
| BankRevetmentLength_L | 0 | 0 | | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Left |
| BankRevetmentLength_R | 9.606953 | 9.61 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Right |
| DominantBankVegetation_L | | Herbaceous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Left |
| DominantBankVegetation_R | | Herbaceous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Right |
| SubDomBankVegetation_L | | Coniferous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Left |
| SubDomBankVegetation_R | | Shrubs/Sapling | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Right |
| CanopyPercentCategory_L | | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Left |
| CanopyPercentCategory_R | | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Right |
| ChannelCanopy | | Open | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Mid-Channel Canopy |
| DominantBufferWidth_L | | 0-25 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Left |
| DominantBufferWidth_R | | 0-25 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Right |
| SubDomBufferWidth_L | | >100 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Left |
| SubDomBufferWidth_R | | >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 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Left |
| DominantBufferVegetation_R | | Herbaceous | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Right |
| SubDomBufferVegetation_L | | Mixed Trees | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Left |
| SubDomBufferVegetation_R | | Shrubs/Sapling | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Right |
| DominantLandUse_L | | Crop | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Left |
| DominantLandUse_R | | Crop | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Right |
| SubDomLandUse_L | | Forest | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Left |
| SubDomLandUse_R | | Forest | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Right |
| MassFailuresLength_L | | | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Mass Failures Length Left |
| MassFailuresLength_R | | | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Mass Failures Length Right |
| MassFailures | None | None | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Mass Failures Length Old |
| MassFailuresMeanHeight_L | | 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 | | 0 | 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 | | Abundant | Different | Step4.aspx | 4.1 | Spring/Seep/Trib |
| AdjacentWetland | | Abundant | Different | Step4.aspx | 4.2 | Adjacent Wetland |
| FlowStatus | | High | Different | Step4.aspx | 4.3 | Flow Status |
| DebrisJamsNumber | 6 | 6 | | 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 | | 0 | 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 | | 0 | Different | Step5.aspx | 5.1 Bar Types | Delta Bars |
| BarIslandNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Island Bars |
| FloodChutesNumber | 3 | 3 | | Step5.aspx | 5.2 Migration Features | Flood Chutes |
| NeckCutoffsNumber | 1 | 1 | | 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 | Different | Step5.aspx | 5.3 Steep Riffles And Head Cuts | Tributary Rejuvenation |
| Straightening | Straightening | Straightening | Different | Step5.aspx | 5.5 Channel Alterations | Straightening |
| StraighteningLength | 1269.534 | 1269.55 | Different | Step5.aspx | 5.5 Channel Alterations | Straightening Length |
| Dredging | None | None | | Step5.aspx | 5.5 Channel Alterations | Dredging |
| Comments | | High water conditions on assessment date may have obscured sediment deposition features, bank erosion, and/or revetments. | 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 | | | | Step6.aspx | | RHA Reference Stream Type |
| rhaDepartureType | | | | Step6.aspx | 6.9 | SHTD Existing Habitat Type |
| rhacomments | | | | Step6.aspx | | Comments |
| GeoAssessConfinement | | Unconfined | Different | Step7.aspx | | Confinement Evaluated |
| ChannelEvolutionStage | | I | Different | Step7.aspx | 7.5 | Channel EvolutionStage |
| ChannelEvolutionModel | | | | Step7.aspx | 7.5 | Channel Evolution Model |
| AdjustmentNarrative | | Minor adjustments. Dominant streambed and bank material are cohesive silts /clays. | Different | Step7.aspx | 7.5 | Channel Adjustment Processes Narrative |
| GeoAssessSensitivity | | High | Different | Step7.aspx | 7.7 | Stream Sensitivity |
