| HabAssessStreamType | | High | Different | leg6.aspx | | Stream Gradient Type |
| ProjectID | 54 | 54 | | Step0.aspx | | |
| ProjectName | Rock River | Rock River | | Step0.aspx | | |
| StreamName | Saxe Brook | Saxe Brook | | Step0.aspx | | |
| ReachID | 6 | 6 | | Step0.aspx | | |
| ReachesRID | 2594 | 2594 | | Step0.aspx | | |
| SegmentID | A | A | | Step0.aspx | | |
| SegmentsRID | 3609 | 1232 | Different | Step0.aspx | | |
| ReachPointID | M1S1.03 | M1S1.03 | | Step0.aspx | | |
| OrganizationName | | South Mountain Research & Consulting | Different | Step0.aspx | | Organization |
| Observers | JHB, FCP | KLU, 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 alder swamp downstream nearly to the Ballard Road crossing. | From alder swamp downstream nearly to the Ballard Road crossing. | | Step0.aspx | | Segment Location |
| SegmentLength | 3499 | 3499 | | 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 | Fair | | Step0.aspx | | |
| VersionName | 2020 Update VT and QC | Base | Different | Step0.aspx | | Segment Version |
| CompletionDate | 11/6/2020 12:00:00 AM | 6/6/2006 12:00:00 AM | Different | Step0.aspx? | | Completion Date |
| SevenDayRain | N | Y | Different | Step0.aspx? | | Seven Day Rain? |
| Weather | Cool and dry | sunny, 70 | Different | Step0.aspx? | | Weather |
| Segmentation | Channel Dimensions | Channel Dimensions | | Step1.aspx | 1.1 | Segmentation |
| 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 | 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 | 0 | 0 | | Step1.aspx | 1.3 River Corridor Encroachments | Development Length_Left |
| DevelopmentLength_2 | 20.91901 | 20.92 | Different | Step1.aspx | 1.3 River Corridor Encroachments | Development Length Right |
| HillsideSlope_L | Flat | Flat | | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Slope |
| HillsideSlope_R | Flat | Hilly | Different | 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 | Sometimes | Sometimes | | 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 | 450 | 200 | Different | Step1.aspx | 1.5 Valley Features | Valley Width |
| ValleyWidthDetermination | Measured | Estimated | Different | Step1.aspx | 1.5 Valley Features | Valley Width Determination |
| ConfinementType | VB | VB | | 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 | 5.5 | 10.1 | Different | Step2.aspx | 2.1 | Bankfull Width |
| MaximumDepth | 2.3 | 3.9 | Different | Step2.aspx | 2.2 | Maximum Depth |
| MeanDepth | 1.6 | 2.3 | Different | Step2.aspx | 2.4 | Mean Depth |
| FloodproneWidth | 14 | 620 | Different | Step2.aspx | 2.5 | Floodprone Width |
| RecentlyAbandonedFloodplain | 5 | 4.3 | Different | Step2.aspx | 2.6 | Recently Abandoned Floodplain |
| HumanElevatedFloodplain | | | | Step2.aspx | 2.6 | Human Elevated Floodplain |
| SinuosityType | Low | Low | | Step2.aspx | 2.10 | Sinuosity Type |
| RifflesType | Not Applicable | Eroded | 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 | 0.00 | | Step2.aspx | 2.13 Substrate Composition | Bedrock |
| Boulder | 0.00 | 0.00 | | Step2.aspx | 2.13 Substrate Composition | Boulder |
| Cobble | 0.00 | 0.00 | | Step2.aspx | 2.13 Substrate Composition | Cobble |
| Course Gravel | 5.00 | 2.00 | Different | Step2.aspx | 2.13 Substrate Composition | Course Gravel |
| Fine Gravel | 10.00 | 3.00 | Different | Step2.aspx | 2.13 Substrate Composition | Fine Gravel |
| Sand | 20.00 | 95.00 | Different | Step2.aspx | 2.13 Substrate Composition | Sand |
| Silt or Smaller | 65.00 | 0.00 | Different | Step2.aspx | 2.13 Substrate Composition | Silt and Smaller |
| SiltClayPresent | Yes | Yes | | Step2.aspx | 2.13 Substrate Composition | Clay Present? |
| DetritusPercent | 0 | 2 | Different | Step2.aspx | 2.13 Substrate Composition | Percent Detritus |
| WoodyDebrisNumber | 6 | 25 | Different | Step2.aspx | 2.13 Substrate Composition | Large Woody Debris Count |
| LargestBedParticle | | 60 | Different | Step2.aspx | 2.14 Average Largest Particle On | Bed |
| IsBedParticleNotApplicable | N | N | | 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 | | mm | Different | Step2.aspx | 2.14 Average Largest Particle On | Particle Units |
| StreamType | E | E | | 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 | Moderate | Steep | 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 | 810.1819 | 578.82 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Left |
| BankErosionLength_R | 827.0925 | 717.26 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Right |
| BankErosionHeight_L | 3.512147 | 3.421945 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Left |
| BankErosionHeight_R | 3.534418 | 3.393205 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Right |
| BankRevetmentType_L | Rip-Rap | Rip-Rap | | 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 | 45.20284 | 12.02 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Left |
| BankRevetmentLength_R | 47.43009 | 12.64 | 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 | 0 | 0 | | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Left |
| CanopyPercentCategory_R | 0 | 0 | | 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 | 0-25 | 0-25 | | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Left |
| DominantBufferWidth_R | 0-25 | 0-25 | | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Right |
| SubDomBufferWidth_L | 51-100 | None | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Left |
| SubDomBufferWidth_R | >100 | None | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Right |
| Buffer0to25Feet_L | 1597 | | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Length where less than 25 feet Left |
| Buffer0to25Feet_R | 1875 | | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Length where less than 25 feet Right |
| DominantBufferVegetation_L | Herbaceous | Shrubs/Sapling | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Left |
| DominantBufferVegetation_R | Herbaceous | Shrubs/Sapling | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Right |
| SubDomBufferVegetation_L | Shrubs/Sapling | Herbaceous | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Left |
| SubDomBufferVegetation_R | Shrubs/Sapling | Herbaceous | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Right |
| DominantLandUse_L | Hay | Crop | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Left |
| DominantLandUse_R | Hay | Hay | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Right |
| SubDomLandUse_L | Shrubs/Sapling | Shrubs/Sapling | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Left |
| SubDomLandUse_R | Shrubs/Sapling | Shrubs/Sapling | | 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 | Multiple | None | Different | Step3.aspx | | Gullies |
| GulliesNumber | 4 | | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Gullies |
| GulliesLength | 60 | | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Length |
| GullyMeanHeight | 1.75 | 0 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Height |
| SpringSeep | Abundant | Minimal | Different | Step4.aspx | 4.1 | Spring/Seep/Trib |
| AdjacentWetland | Minimal | Minimal | | Step4.aspx | 4.2 | Adjacent Wetland |
| FlowStatus | Moderate | Moderate | | Step4.aspx | 4.3 | Flow Status |
| DebrisJamsNumber | 2 | 3 | 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 | 1 | 1 | | Step4.aspx | 4.9 | Number Of Beaver Dams |
| BeaverDamAffectedLength | 50 | 50 | | Step4.aspx | 4.9 | Length Affected By Dams |
| BridgeCulvertAssessment | Yes | No | 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 | | 1 | Different | Step5.aspx | 5.1 Bar Types | Delta Bars |
| BarIslandNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Island Bars |
| FloodChutesNumber | 1 | 0 | Different | 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 | 1 | 1 | | Step5.aspx | 5.2 Migration Features | Braiding Number |
| SteepRifflesNumber | 0 | 0 | | Step5.aspx | 5.3 Steep Riffles And Head Cuts | Steep Riffles |
| HeadCutsNumber | 1 | 1 | | 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 | 1501.693 | 1501.7 | Different | Step5.aspx | 5.5 Channel Alterations | Straightening Length |
| Dredging | Dredging | Dredging | | Step5.aspx | 5.5 Channel Alterations | 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 | Step5.aspx | | Comments |
| BermLength_1 | 637.3652 | 637.37 | Different | 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 | Plane Bed | | Different | Step6.aspx | 6.9 | SHTD Existing Habitat Type |
| rhacomments | | | | Step6.aspx | | Comments |
| GeoAssessConfinement | Unconfined | Unconfined | | Step7.aspx | | Confinement Evaluated |
| ChannelEvolutionStage | II | II | | Step7.aspx | 7.5 | Channel EvolutionStage |
| ChannelEvolutionModel | F | F | | Step7.aspx | 7.5 | Channel Evolution Model |
| 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 | Step7.aspx | 7.5 | Channel Adjustment Processes Narrative |
| GeoAssessSensitivity | Very High | Very High | | Step7.aspx | 7.7 | Stream Sensitivity |
