| HabAssessStreamType | | | | leg6.aspx | | Stream Gradient Type |
| ProjectID | 120 | 120 | | Step0.aspx | | |
| ProjectName | West River | West River | | Step0.aspx | | |
| StreamName | Winhall River | Winhall River | | Step0.aspx | | |
| ReachID | 161 | 161 | | Step0.aspx | | |
| ReachesRID | 6575 | 6575 | | Step0.aspx | | |
| SegmentID | B | B | | Step0.aspx | | |
| SegmentsRID | 3734 | 2603 | Different | Step0.aspx | | |
| ReachPointID | T11.08 | T11.08 | | Step0.aspx | | |
| OrganizationName | | Bear Creek Environmental | Different | Step0.aspx | | Organization |
| Observers | JHB JWC | MB, AM BCE | 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 | upstream of Lightfoot Camp Rd crossing | upstream of Lightfoot Camp Rd crossing | | Step0.aspx | | Segment Location |
| SegmentLength | 2678 | 2031 | Different | Step0.aspx | | Segment Length |
| KnownFloodHistory | N | Y | Different | Step0.aspx | | Known Flood History? |
| SketchDone | Y | N | Different | Step0.aspx | | Sketch Done |
| PhotoLogDone | Y | Y | | Step0.aspx | | Photo Log Done? |
| ReachClearlyAffectedByMajorFlooding | Y | Y | | 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 | West Reassessment 2022 | Base | Different | Step0.aspx | | Segment Version |
| CompletionDate | 11/10/2022 12:00:00 AM | 8/5/2013 12:00:00 AM | Different | Step0.aspx? | | Completion Date |
| SevenDayRain | N | N | | Step0.aspx? | | Seven Day Rain? |
| Weather | Sunny and cool | sunny | Different | Step0.aspx? | | Weather |
| Segmentation | Channel Dimensions | Planform and Scope | Different | Step1.aspx | 1.1 | Segmentation |
| SegmentationComment | Segment B is a single thread channel in a narrower and steeper valley setting. | also depositional features | 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 | Different | Step1.aspx | 1.3 River Corridor Encroachments | Road Length Left |
| RoadLength_2 | | 0 | 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 | Different | 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 | 1196.665 | 0 | Different | 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 | Different | 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 | Hilly | | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Slope |
| HillsideSlope_R | Very Steep | Very Steep | | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Slope |
| HillsideContinuous_L | Never | Never | | 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 | Never | Never | | 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 | Cobble | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Left Corridor Texture |
| HillsideTexture_R | Cobble | Not Evaluated | Different | Step1.aspx | 1.4 Adjacent Terrace or Hillside | Right Corridor Texture |
| ValleyWidth | 160 | 455 | Different | Step1.aspx | 1.5 Valley Features | Valley Width |
| ValleyWidthDetermination | Measured | Measured | | Step1.aspx | 1.5 Valley Features | Valley Width Determination |
| ConfinementType | SC | BD | Different | Step1.aspx | 1.5 Valley Features | Confinement Type |
| InRockGorge | No | No | | Step1.aspx | 1.5 Valley Features | Segment In A Rock Gorge? |
| HumanChangedWidth | Yes | Yes | | Step1.aspx | 1.5 Valley Features | Human-caused change in valley width? |
| BankfullWidth | 55.3 | 59 | Different | Step2.aspx | 2.1 | Bankfull Width |
| MaximumDepth | 2.9 | 2.8 | Different | Step2.aspx | 2.2 | Maximum Depth |
| MeanDepth | 2.03 | 1.72 | Different | Step2.aspx | 2.4 | Mean Depth |
| FloodproneWidth | 80 | 80.5 | Different | Step2.aspx | 2.5 | Floodprone Width |
| RecentlyAbandonedFloodplain | 5.2 | 4.4 | Different | Step2.aspx | 2.6 | Recently Abandoned Floodplain |
| HumanElevatedFloodplain | 6.2 | 7.3 | Different | Step2.aspx | 2.6 | Human Elevated Floodplain |
| SinuosityType | Low | Low | | Step2.aspx | 2.10 | Sinuosity Type |
| RifflesType | Sedimented | Eroded | Different | Step2.aspx | 2.11 | Type of Riffles |
| RiffleSpacingDistance | 120 | 280 | Different | Step2.aspx | 2.12 | Riffles/Step Spacing Distance |
| IsRiffleSpacingApplicable | | | | Step2.aspx | 2.12 | No Data |
| Bedrock | 0.00 | 1.00 | Different | Step2.aspx | 2.13 Substrate Composition | Bedrock |
| Boulder | 39.00 | 30.00 | Different | Step2.aspx | 2.13 Substrate Composition | Boulder |
| Cobble | 20.00 | 28.00 | Different | Step2.aspx | 2.13 Substrate Composition | Cobble |
| Course Gravel | 23.00 | 22.00 | Different | Step2.aspx | 2.13 Substrate Composition | Course Gravel |
| Fine Gravel | 10.00 | 14.00 | Different | Step2.aspx | 2.13 Substrate Composition | Fine Gravel |
| Sand | 8.00 | 6.00 | Different | Step2.aspx | 2.13 Substrate Composition | Sand |
| Silt or Smaller | 0.00 | 0.00 | | Step2.aspx | 2.13 Substrate Composition | Silt and Smaller |
| SiltClayPresent | Yes | No | Different | Step2.aspx | 2.13 Substrate Composition | Clay Present? |
| DetritusPercent | 8 | 0 | Different | Step2.aspx | 2.13 Substrate Composition | Percent Detritus |
| WoodyDebrisNumber | 4 | 11 | Different | Step2.aspx | 2.13 Substrate Composition | Large Woody Debris Count |
| LargestBedParticle | 700 | 14.4 | 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 | 5.1 | 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 | inches | Different | Step2.aspx | 2.14 Average Largest Particle On | Particle Units |
| StreamType | B | B | | Step2.aspx | 2.15 Phase 2 Stream Type | Stream Type |
| BedMaterial | Cobble | Cobble | | 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 | Riffle-Pool | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Dominant Bedform |
| SubBedForm | | | | Step2.aspx | 2.15 Phase 2 Stream Type | Dominant Bed Form |
| FieldMeasuredSlope | | 1.27 | Different | Step2.aspx | 2.15 Phase 2 Stream Type | Field Measured Slope |
| ReferenceStreamType | | C | Different | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Stream Type |
| ReferenceBedMaterial | | Cobble | Different | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Bed Material |
| ReferenceSubclassSlope | | None | Different | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Subclass Slope |
| ReferenceBedform | | Riffle-Pool | Different | Step2.aspx | 2.15 Sub-reach Stream Type | Reference Bedform |
| WereChannelDimensionsSignificantlyChangedByMajorFlooding | Yes | No | Different | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Were Channel Dimensions Significantly Changed By Major Flooding |
| WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | No | No | | Step2.aspx | 2.15 Sub-reach 1 Stream Type | Were Channel Dimensions Significantly Changed By Humans In Reponse To Major Flooding |
| ChannelEnlargement | 30 | 0 | Different | 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 | Steep | Different | Step3.aspx | 3.1 Stream Banks | Typical Bank Slope |
| MaterialTypeUpper_L | Boulder/Cobble | Mix | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Upper Left |
| MaterialTypeUpper_R | Boulder/Cobble | Mix | 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 | Gravel | Boulder/Cobble | Different | Step3.aspx | 3.1 Stream Banks - Bank Texture | Material Type Lower Left |
| MaterialTypeLower_R | Gravel | 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 | 48.7464 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Left |
| BankErosionLength_R | 421.009 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Right |
| BankErosionHeight_L | 2 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Left |
| BankErosionHeight_R | 3.761271 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Right |
| BankRevetmentType_L | Rip-Rap | None | Different | 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 | 41.49764 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Left |
| BankRevetmentLength_R | 30.05312 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Right |
| DominantBankVegetation_L | Deciduous | Deciduous | | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Left |
| DominantBankVegetation_R | Deciduous | Deciduous | | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Dominant Right |
| SubDomBankVegetation_L | Shrubs/Sapling | Herbaceous | Different | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Left |
| SubDomBankVegetation_R | Shrubs/Sapling | Shrubs/Sapling | | Step3.aspx | 3.1 Stream Banks - Near Bank Vegetation Type | Sub-dominant Right |
| CanopyPercentCategory_L | 76-100 | 51-75 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Left |
| CanopyPercentCategory_R | 76-100 | 76-100 | | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Right |
| ChannelCanopy | Closed | Open | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Mid-Channel Canopy |
| DominantBufferWidth_L | >100 | 0-25 | Different | 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 | 26-50 | 51-100 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Left |
| SubDomBufferWidth_R | None | 0-25 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Right |
| Buffer0to25Feet_L | 0 | 0 | | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Length where less than 25 feet Left |
| Buffer0to25Feet_R | 0 | 0 | | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Length where less than 25 feet Right |
| DominantBufferVegetation_L | Deciduous | Shrubs/Sapling | 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 | Shrubs/Sapling | Mixed Trees | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Left |
| SubDomBufferVegetation_R | Shrubs/Sapling | Shrubs/Sapling | | 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 | | | | 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 | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Mass Failures Length Old |
| MassFailuresMeanHeight_L | | | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Failure Height Left |
| MassFailuresMeanHeight_R | | | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Failure Height Right |
| FailureMeanHeight | | | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Failure Height Old |
| Gullies | | None | Different | 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 | | | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Average Height |
| SpringSeep | Minimal | Minimal | | Step4.aspx | 4.1 | Spring/Seep/Trib |
| AdjacentWetland | Minimal | Abundant | Different | Step4.aspx | 4.2 | Adjacent Wetland |
| FlowStatus | Low | Low | | Step4.aspx | 4.3 | Flow Status |
| DebrisJamsNumber | | 0 | Different | Step4.aspx | 4.4 | Number of Debris James |
| FlowRegType | | | | 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 | | Down Stream | 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 | | | | Step4.aspx | 4.6 | (Old Data) Upstream Flow Regulation |
| BeaverDamsNumber | | 0 | Different | Step4.aspx | 4.9 | Number Of Beaver Dams |
| BeaverDamAffectedLength | | 0 | Different | Step4.aspx | 4.9 | Length Affected By Dams |
| BridgeCulvertAssessment | Yes | Yes | | Step4.aspx | | Bridge Culvert Assessment? |
| BarMidNumber | 2 | 4 | Different | Step5.aspx | 5.1 Bar Types | Mid Bars |
| BarPointNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Point Bars |
| BarSideNumber | 4 | 12 | Different | Step5.aspx | 5.1 Bar Types | Side Bars |
| BarDiagonalNumber | | 2 | 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 | 1 | 0 | Different | Step5.aspx | 5.2 Migration Features | Flood Chutes |
| NeckCutoffsNumber | | 0 | Different | Step5.aspx | 5.2 Migration Features | Neck Cutoffs |
| ChannelAvulsionsNumber | | 0 | Different | Step5.aspx | 5.2 Migration Features | Channel Avulsions |
| BraidingNumber | | 0 | Different | Step5.aspx | 5.2 Migration Features | Braiding Number |
| SteepRifflesNumber | | 0 | Different | Step5.aspx | 5.3 Steep Riffles And Head Cuts | Steep Riffles |
| HeadCutsNumber | | 0 | Different | 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 | Different | Step5.aspx | 5.5 Channel Alterations | Dredging |
| Comments | | Cross sectional area was 86% of the regional curve. If the bankfull elevation was raised to be closer to the curve, it would change the stream type to be more of an "F" channel. The benches, pools, and floodplain outlets warrant this segment to be a C to B departure and not a C to F. | Different | Step5.aspx | | Comments |
| BermLength_1 | 255.739 | 0 | Different | Step6.aspx | | Berm Length ft. (left) |
| BermLength_2 | | 0 | Different | Step6.aspx | | Berm Length ft. (right) |
| rhaStreamType | Riffle-Pool | Riffle-Pool | | Step6.aspx | | RHA Reference Stream Type |
| rhaDepartureType | Plane Bed | | Different | Step6.aspx | 6.9 | SHTD Existing Habitat Type |
| rhacomments | | Fairly good habitat with lots of refuge. Many small fish present throughout. | Different | Step6.aspx | | Comments |
| GeoAssessConfinement | Unconfined | Unconfined | | Step7.aspx | | Confinement Evaluated |
| ChannelEvolutionStage | III | III | | Step7.aspx | 7.5 | Channel EvolutionStage |
| ChannelEvolutionModel | F | F | | Step7.aspx | 7.5 | Channel Evolution Model |
| AdjustmentNarrative | The channel is moderately incised with evidence that incision was recent and may be ongoing during large flow events. Incision is likely exacerbated by the forest road encroachment. A stream type departure of C to B was assessed due to incision. The channel is overwidened and filling with coarse sediment deposits along the sides. Much less mid channel accumulation than downstream. Forest road along left bank is a significant encroachment and cuts off the historic valley/floodplain. | Historic incision but berming and road fill are mostly responsible for incision and entrenchment. Looks like stream may have accessed wetland to north. Re-routing road would be good project. Significant widening and aggradation and planform along with stream power at this slope (~1.3%) could yield a volatile reach. | Different | Step7.aspx | 7.5 | Channel Adjustment Processes Narrative |
| GeoAssessSensitivity | High | Very High | Different | Step7.aspx | 7.7 | Stream Sensitivity |
