| HabAssessStreamType | | High | Different | leg6.aspx | | Stream Gradient Type |
| ProjectID | 19 | 19 | | Step0.aspx | | |
| ProjectName | Mettowee River | Mettowee River | | Step0.aspx | | |
| StreamName | Flower Brook | Flower Brook | | Step0.aspx | | |
| ReachID | 31 | 31 | | Step0.aspx | | |
| ReachesRID | 964 | 964 | | Step0.aspx | | |
| SegmentID | 0 | 0 | | Step0.aspx | | |
| SegmentsRID | 3736 | 420 | Different | Step0.aspx | | |
| ReachPointID | M05T03.04 | M05T03.04 | | Step0.aspx | | |
| OrganizationName | | Poultney/Mettowee NRCD | Different | Step0.aspx | | Organization |
| Observers | JHB, HS | KLU, HS | 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 Lilly Hill Road crossing downstream to LB sheep pasture. | From Lilly Hill Road crossing downstream to LB sheep pasture. | | Step0.aspx | | Segment Location |
| SegmentLength | 12718 | 11820 | Different | Step0.aspx | | Segment Length |
| KnownFloodHistory | Y | Y | | Step0.aspx | | Known Flood History? |
| SketchDone | Y | Y | | Step0.aspx | | Sketch Done |
| PhotoLogDone | Y | Y | | Step0.aspx | | Photo Log Done? |
| ReachClearlyAffectedByMajorFlooding | Y | | 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 | Flower Brook Reassessment 2024 | Base | Different | Step0.aspx | | Segment Version |
| CompletionDate | 9/13/2024 12:00:00 AM | 8/29/2006 12:00:00 AM | Different | Step0.aspx? | | Completion Date |
| SevenDayRain | N | Y | Different | Step0.aspx? | | Seven Day Rain? |
| Weather | Sunny and warm | overcast, raining | Different | Step0.aspx? | | Weather |
| Segmentation | None | None | | 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 | 3766.46 | 6499.54 | Different | Step1.aspx | 1.3 River Corridor Encroachments | Road Length Left |
| RoadLength_2 | | 653.4 | Different | 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 | Different | 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 | Different | 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 | | 0 | Different | Step1.aspx | 1.3 River Corridor Encroachments | Development Length Right |
| HillsideSlope_L | Hilly | Very Steep | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Slope |
| HillsideSlope_R | Very Steep | Extremely Steep | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Slope |
| HillsideContinuous_L | Sometimes | Sometimes | | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Continuous With Bank? |
| HillsideContinuous_R | Sometimes | Sometimes | | 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 | Mixed | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Texture |
| HillsideTexture_R | Mixed | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Texture |
| ValleyWidth | 180 | 120 | Different | Step1.aspx | 1.5 Valley Features | Valley Width |
| ValleyWidthDetermination | Estimated | Estimated | | Step1.aspx | 1.5 Valley Features | Valley Width Determination |
| ConfinementType | NW | SC | Different | Step1.aspx | 1.5 Valley Features | Confinement Type |
| InRockGorge | No | No | | Step1.aspx | 1.5 Valley Features | Segment In A Rock Gorge? |
| HumanChangedWidth | No | yes | Different | Step1.aspx | 1.5 Valley Features | Human-caused change in valley width? |
| BankfullWidth | 43.3 | 33.8 | Different | Step2.aspx | 2.1 | Bankfull Width |
| MaximumDepth | 2 | 3.5 | Different | Step2.aspx | 2.2 | Maximum Depth |
| MeanDepth | 1.47 | 2.05 | Different | Step2.aspx | 2.4 | Mean Depth |
| FloodproneWidth | 52 | 144 | Different | Step2.aspx | 2.5 | Floodprone Width |
| RecentlyAbandonedFloodplain | 4.8 | 5.3 | Different | Step2.aspx | 2.6 | Recently Abandoned Floodplain |
| HumanElevatedFloodplain | | | | Step2.aspx | 2.6 | Human Elevated Floodplain |
| SinuosityType | Moderate | Moderate | | Step2.aspx | 2.10 | Sinuosity Type |
| RifflesType | Sedimented | Sedimented | | Step2.aspx | 2.11 | Type of Riffles |
| RiffleSpacingDistance | 250 | 400 | Different | Step2.aspx | 2.12 | Riffles/Step Spacing Distance |
| IsRiffleSpacingApplicable | | | | Step2.aspx | 2.12 | No Data |
| Bedrock | 0.00 | 0.00 | | Step2.aspx | 2.13 Substrate Composition | Bedrock |
| Boulder | 13.00 | 10.00 | Different | Step2.aspx | 2.13 Substrate Composition | Boulder |
| Cobble | 26.00 | 49.00 | Different | Step2.aspx | 2.13 Substrate Composition | Cobble |
| Course Gravel | 34.00 | 28.00 | Different | Step2.aspx | 2.13 Substrate Composition | Course Gravel |
| Fine Gravel | 15.00 | 11.00 | Different | Step2.aspx | 2.13 Substrate Composition | Fine Gravel |
| Sand | 10.00 | 2.00 | Different | Step2.aspx | 2.13 Substrate Composition | Sand |
| Silt or Smaller | 2.00 | 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 | 2 | 10 | Different | Step2.aspx | 2.13 Substrate Composition | Percent Detritus |
| WoodyDebrisNumber | 139 | 97 | Different | Step2.aspx | 2.13 Substrate Composition | Large Woody Debris Count |
| LargestBedParticle | 300 | 400 | Different | Step2.aspx | 2.14 Average Largest Particle On | Bed |
| IsBedParticleNotApplicable | N | N | | Step2.aspx | 2.14 Average Largest Particle On | Not Applicable |
| LargestBarParticle | 100 | 170 | 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 | mm | | Step2.aspx | 2.14 Average Largest Particle On | Particle Units |
| StreamType | F | C | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Stream Type |
| BedMaterial | Gravel | Cobble | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Bed Material |
| SubclassSlope | | None | Different | Step2.aspx | 2.15 Phase 2 Stream Type | SubclassSlope |
| Bedform | Plane Bed | Riffle-Pool | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Dominant Bedform |
| SubBedForm | Riffle-Pool | | Different | 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 | No | | Different | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Were Channel Dimensions Significantly Changed By Major Flooding |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | No | | Different | 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 | Undercut | Moderate | Different | Step3.aspx | 3.1 Stream Banks | Typical Bank Slope |
| MaterialTypeUpper_L | Mix | Gravel | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Upper Left |
| MaterialTypeUpper_R | Mix | Gravel | 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 | Mix | Boulder/Cobble | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Lower Left |
| MaterialTypeLower_R | Mix | Boulder/Cobble | 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 | Non-cohesive | Non-cohesive | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Upper Left |
| ConsistencyUpper_R | Non-cohesive | Non-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 | Non-cohesive | Non-cohesive | | Step3.aspx | 3.1 Stream Banks - Bank Texture | Consistency Lower Left |
| ConsistencyLower_R | Non-cohesive | Non-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 | 606.7664 | 1273.06 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Left |
| BankErosionLength_R | 664.7803 | 1159.59 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Right |
| BankErosionHeight_L | 3.074889 | 2.767293 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Left |
| BankErosionHeight_R | 3.256895 | 3.413301 | 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 | None | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Type Right |
| BankRevetmentLength_L | 69.12242 | 135.7 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Left |
| BankRevetmentLength_R | 17.82059 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Right |
| DominantBankVegetation_L | Deciduous | Coniferous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Left |
| DominantBankVegetation_R | Deciduous | Coniferous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Right |
| SubDomBankVegetation_L | Shrubs/Sapling | Deciduous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Left |
| SubDomBankVegetation_R | Shrubs/Sapling | Deciduous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Right |
| CanopyPercentCategory_L | 51-75 | 76-100 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Left |
| CanopyPercentCategory_R | 51-75 | 76-100 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Right |
| ChannelCanopy | Closed | Closed | | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Mid-Channel Canopy |
| DominantBufferWidth_L | >100 | >100 | | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Left |
| DominantBufferWidth_R | >100 | >100 | | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Dominant Right |
| SubDomBufferWidth_L | | 51-100 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Left |
| SubDomBufferWidth_R | | None | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Right |
| Buffer0to25Feet_L | 656 | | 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 | Deciduous | Mixed Trees | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Left |
| DominantBufferVegetation_R | Deciduous | Mixed Trees | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Dominant Right |
| SubDomBufferVegetation_L | Coniferous | None | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Left |
| SubDomBufferVegetation_R | Coniferous | None | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Right |
| DominantLandUse_L | Forest | Forest | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Left |
| DominantLandUse_R | Forest | Forest | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Right |
| SubDomLandUse_L | Residential | None | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Left |
| SubDomLandUse_R | | None | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Right |
| MassFailuresLength_L | | 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 | Multiple | Multiple | | 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 | 18.21428 | 13 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Failure Height Old |
| Gullies | Multiple | Multiple | | Step3.aspx | | Gullies |
| GulliesNumber | 4 | 3 | 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 | 2 | 10 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Height |
| SpringSeep | Minimal | Abundant | Different | 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 | 15 | 16 | Different | Step4.aspx | 4.4 | Number of Debris James |
| FlowRegType | | None | Different | 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 | Y | Y | | 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 | No | No | | Step4.aspx | | Bridge Culvert Assessment? |
| BarMidNumber | 18 | 14 | Different | Step5.aspx | 5.1 Bar Types | Mid Bars |
| BarPointNumber | 9 | 18 | Different | Step5.aspx | 5.1 Bar Types | Point Bars |
| BarSideNumber | 25 | 5 | Different | Step5.aspx | 5.1 Bar Types | Side Bars |
| BarDiagonalNumber | 7 | 7 | | Step5.aspx | 5.1 Bar Types | Diagonal Bars |
| BarDeltaNumber | | 2 | Different | Step5.aspx | 5.1 Bar Types | Delta Bars |
| BarIslandNumber | | 2 | Different | Step5.aspx | 5.1 Bar Types | Island Bars |
| FloodChutesNumber | 8 | 17 | Different | Step5.aspx | 5.2 Migration Features | Flood Chutes |
| NeckCutoffsNumber | 0 | 0 | | Step5.aspx | 5.2 Migration Features | Neck Cutoffs |
| ChannelAvulsionsNumber | 2 | 0 | Different | Step5.aspx | 5.2 Migration Features | Channel Avulsions |
| BraidingNumber | 0 | 0 | | Step5.aspx | 5.2 Migration Features | Braiding Number |
| SteepRifflesNumber | 9 | 5 | Different | 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 | None | None | | Step5.aspx | 5.5 Channel Alterations | Straightening |
| StraighteningLength | 0 | 0 | | Step5.aspx | 5.5 Channel Alterations | Straightening Length |
| Dredging | None | None | | Step5.aspx | 5.5 Channel Alterations | Dredging |
| Comments | | Slight human-caused change in valley width, historically, by road which is now abandoned. Enough to cause change in stream type (narrow to Semi-confined), but not significant enough to change confinement status (unconfined) or reference stream type. Two occurrences of channel-spanning bedrock. Several occurences of lateral grade control by bedrock along RB. Occasional step/pool bedform. A few mass failure sites where channel impinges on RB or LB valley wall. Two four-wheeler fords. Horse pasture along LB corridor near downstream end of reach. RB & LB gullies terminate at valley wall, not at Flower Brook channel. All are delivering fine gravel sediments to Flower Brook valley and to channel during higher flows. Flow in tributaries with gullies is ephemeral (dry on assessment date). | Different | Step5.aspx | | Comments |
| BermLength_1 | 0 | 0 | | Step6.aspx | | Berm Length ft. (left) |
| BermLength_2 | | 0 | Different | Step6.aspx | | Berm Length ft. (right) |
| rhaStreamType | Riffle-Pool | | 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 | III | IV | Different | Step7.aspx | 7.5 | Channel EvolutionStage |
| ChannelEvolutionModel | F | F | | Step7.aspx | 7.5 | Channel Evolution Model |
| AdjustmentNarrative | The reach has departed to F due to historic incision. Due to extreme deposition and signs of active widening we assessed the reach as Stage III. Aggradation has caused a bedform departure to plane bed due to pool and riffle filling. | Active PF adjustm and aggrad resulting from u/s and in-reach sources of sediment. Slight degree of hist incis may have resulted from hist encroachment along LB by old road and/or flood events. KU, 1/15/08: corrected sensitivity from "VH" to "High". | Different | Step7.aspx | 7.5 | Channel Adjustment Processes Narrative |
| GeoAssessSensitivity | Extreme | High | Different | Step7.aspx | 7.7 | Stream Sensitivity |
