| 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 | 2 | 2 | | Step0.aspx | | |
| ReachesRID | 2679 | 2679 | | Step0.aspx | | |
| SegmentID | A | A | | Step0.aspx | | |
| SegmentsRID | 3606 | 1228 | Different | Step0.aspx | | |
| ReachPointID | M1S1.01 | M1S1.01 | | 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 falls below Ballard Rd crossing to confluence with Rock River main stem | From falls below Ballard Rd crossing to confluence with Rock River main stem | | Step0.aspx | | Segment Location |
| SegmentLength | 1848 | 1848 | | 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 | | | | Step0.aspx | | Reach Clearly Affected By Recent Major Flood |
| AdminJudgementEntity | | | | Step0.aspx | | Administrative Judgement Entity |
| AdminStreamTypeDeparture | | | | Step0.aspx | | Administrative Stream Type Depature |
| GeoAssessCondition | Poor | Good | Different | 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 | Grade Controls | Planform and Scope | Different | Step1.aspx | 1.1 | Segmentation |
| SegmentationComment | Short section of upper reach is a steep bedrock waterfall. | | 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 | 589.1796 | 589.19 | 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 | 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 | 48.36724 | 48.37 | 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 | Flat | | 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 | Never | Never | | 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 | Never | Never | | 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 | 200 | 600 | 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 | Yes | yes | Different | Step1.aspx | 1.5 Valley Features | Human-caused change in valley width? |
| BankfullWidth | 6.2 | 16.7 | Different | Step2.aspx | 2.1 | Bankfull Width |
| MaximumDepth | 2.1 | 2.5 | Different | Step2.aspx | 2.2 | Maximum Depth |
| MeanDepth | 1.7 | 0.94 | Different | Step2.aspx | 2.4 | Mean Depth |
| FloodproneWidth | 9 | 90 | Different | Step2.aspx | 2.5 | Floodprone Width |
| RecentlyAbandonedFloodplain | 4.5 | 2.5 | 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 | Not Applicable | | 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 | 0.00 | 0.00 | | Step2.aspx | 2.13 Substrate Composition | Course Gravel |
| Fine Gravel | 25.00 | 1.00 | Different | Step2.aspx | 2.13 Substrate Composition | Fine Gravel |
| Sand | 0.00 | 99.00 | Different | Step2.aspx | 2.13 Substrate Composition | Sand |
| Silt or Smaller | 75.00 | 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 | 0 | | Step2.aspx | 2.13 Substrate Composition | Percent Detritus |
| WoodyDebrisNumber | 5 | 1 | Different | Step2.aspx | 2.13 Substrate Composition | Large Woody Debris Count |
| LargestBedParticle | | 1 | 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 | F | C | 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 | 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 | 888.1218 | 656.9 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Left |
| BankErosionLength_R | 713.5998 | 638.74 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Length Right |
| BankErosionHeight_L | 1.399686 | 1.028117 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Erosion Height Left |
| BankErosionHeight_R | 1.104914 | 1 | 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 | 15.6388 | 15.63 | Different | Step3.aspx | 3.1 Stream Banks - Bank Erosion | Revetment Length Left |
| BankRevetmentLength_R | 113.287 | 18.41 | 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 | Deciduous | Deciduous | | 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 | 26-50 | 0 | Different | Step3.aspx | 3.1 Stream Banks - Bank Canopy | Canopy Percent Left |
| CanopyPercentCategory_R | 1-25 | 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 | 0-25 | Different | 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 | 26-50 | >100 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Left |
| SubDomBufferWidth_R | None | 51-100 | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Sub-dominant Right |
| Buffer0to25Feet_L | 469 | | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Width | Length where less than 25 feet Left |
| Buffer0to25Feet_R | 1791 | | 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 | Deciduous | Deciduous | | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Left |
| SubDomBufferVegetation_R | Shrubs/Sapling | Deciduous | Different | Step3.aspx | 3.1 Riparian Buffer - Buffer Vegetation Type | Sub-dominant Right |
| DominantLandUse_L | Forest | Pasture | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Left |
| DominantLandUse_R | Pasture | Pasture | | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Dominant Right |
| SubDomLandUse_L | Shrubs/Sapling | Forest | Different | Step3.aspx | 3.1 Riparian Corridor - Corridor Land Use | Sub-dominant Left |
| SubDomLandUse_R | None | 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 | Minimal | Different | Step4.aspx | 4.1 | Spring/Seep/Trib |
| AdjacentWetland | Minimal | Abundant | Different | Step4.aspx | 4.2 | Adjacent Wetland |
| FlowStatus | Low | Moderate | Different | Step4.aspx | 4.3 | Flow Status |
| DebrisJamsNumber | 3 | 2 | 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 | Yes | | Step4.aspx | | Bridge Culvert Assessment? |
| BarMidNumber | | 0 | Different | Step5.aspx | 5.1 Bar Types | Mid Bars |
| BarPointNumber | | 1 | Different | Step5.aspx | 5.1 Bar Types | Point Bars |
| BarSideNumber | 1 | 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 | 0 | 0 | | 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 | Different | Step5.aspx | 5.3 Steep Riffles And Head Cuts | Tributary Rejuvenation |
| Straightening | Straightening | Straightening | Different | Step5.aspx | 5.5 Channel Alterations | Straightening |
| StraighteningLength | 1165.112 | 1165.12 | Different | Step5.aspx | 5.5 Channel Alterations | Straightening Length |
| Dredging | None | None | | Step5.aspx | 5.5 Channel Alterations | Dredging |
| Comments | | Straightening probable along edge of pasture and St Armand Rd, downstream of box culvert. Cross section located in locally narrower valley in the transition from alluvial fan setting (Seg B) out to broader Rock River flood plain. Bed substrate (2.12) nearly all silt/clay. Direct pasturing along a majority of the reach. Human-caused change in valley width (1.5) is by St. Armand Road along RB and a post-1995 driveway along RB. | 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 | 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 | II | I | Different | Step7.aspx | 7.5 | Channel EvolutionStage |
| ChannelEvolutionModel | F | | Different | Step7.aspx | 7.5 | Channel Evolution Model |
| AdjustmentNarrative | VHD centerline mapping is incorrect, stream closely follows the road from the mouth to the Saint Armand Road crossing. The reach has been historically straightened leading to ongoing incision with a departure from E to F type. Fine sediment has accumulated in the channel replacing dune ripple features with a plane bed. Minor erosion was observed, however we did not see evidence that the channel was actively widening or attempting to adjust planform. The lower portion of the segment ~650ft up from mouth had incised C type geometry with some access to the large forested floodplain to the south. | Minor adjustments. Planform change caused by historic straightening, berming. Potential incision, widening has probably been moderated by cohesiveness of bed and bank substrates. | Different | Step7.aspx | 7.5 | Channel Adjustment Processes Narrative |
| GeoAssessSensitivity | Extreme | High | Different | Step7.aspx | 7.7 | Stream Sensitivity |
