ProjectName | Rock River | Rock River | |
StreamName | Unnamed-5 to Rock-M05 | Unnamed-5 to Rock-M05 | |
ProjectID | 54 | 54 | |
ReachID | 71 | 71 | |
SegmentID | A | A | |
ReachPointID | M5S5.01 | M5S5.01 | |
OrganizationID | | 6 | Different |
OrganizationName | | South Mountain Research & Consulting | Different |
Observers | JHB, FCP | BJ, BOS | Different |
IsNotAssessed | False | False | |
WhyNotAssessed | | | |
IsAdminJudgement | False | False | |
SegmentLocation | Bessette Farm: forested segment downstream of wetlands upstream of confluence with Rock River (M05). | Bessette Farm: forested segment downstream of wetlands upstream of confluence with Rock River (M05). | |
SegmentLength | 1588 | 1589 | Different |
CompletionDate | 11/6/2020 12:00:00 AM | 6/21/2006 12:00:00 AM | Different |
SevenDayRain | No | Yes | Different |
Weather | Cool and dry | sunny, 75 | Different |
KnownFloodHistory | No | Yes | Different |
SketchDone | Yes | Yes | |
PhotoLogDone | Yes | Yes | |
WatershedZone | | | |
ReachClearlyAffectedByMajorFlooding | No | | Different |
AdminJudgementEntity | | | |
StreamType | F | B | Different |
Bedform | Plane Bed | Dune-Ripple | Different |
BedMaterial | Silt | Sand | Different |
SubclassSlope | | c | Different |
GeoAssessCondition | Poor | Fair | Different |
AdminStreamTypeDeparture | | | |
Segmentation | Other Reason | Channel Dimensions | Different |
SegmentationComment | 2006 study segmented into 4 based on land use in the buffer/corridor, a wetland, valley width. | | Different |
BermLength_1 | | 0 | Different |
BermLength_2 | | 0 | Different |
RoadLength_1 | | 0 | Different |
RoadLength_2 | | 0 | Different |
RailroadLength_1 | | 0 | Different |
RailroadLength_2 | | 0 | Different |
PathLength_1 | | 0 | Different |
PathLength_2 | | 0 | Different |
DevelopmentLength_1 | | 0 | Different |
DevelopmentLength_2 | | 0 | Different |
BermLength_L | | | |
BermLength_R | | | |
RoadLength_L | | | |
RoadLength_R | | | |
RailroadLength_L | | | |
RailroadLength_R | | | |
PathLength_L | | | |
PathLength_R | | | |
HillsideSlope_L | Very Steep | Extremely Steep | Different |
HillsideSlope_R | Very Steep | Extremely Steep | Different |
HillsideContinuous_L | Sometimes | Sometimes | |
HillsideContinuous_R | Sometimes | Sometimes | |
HillsideInWidth_L | Sometimes | Always | Different |
HillsideInWidth_R | Sometimes | Always | Different |
HillsideTexture_L | Silt/Clay | Not Evaluated | Different |
HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
ValleyWidth | 43 | 40 | Different |
ValleyWidthDetermination | Measured | Estimated | Different |
ConfinementType | NW | NW | |
InRockGorge | No | No | |
HumanChangedWidth | | No | Different |
BankfullWidth | 8.3 | 8.2 | Different |
MaximumDepth | 1.5 | 1.2 | Different |
MeanDepth | 0.9 | 0.55 | Different |
FloodproneWidth | 13 | 13.5 | Different |
RecentlyAbandonedFloodplain | 3.8 | 2.3 | Different |
HumanElevatedFloodplain | | | |
SinuosityType | Low | Moderate | Different |
RifflesType | Sedimented | Complete | Different |
IsRiffleSpacingApplicable | | | |
RiffleSpacingDistance | | 20 | Different |
Bedrock | 0 | 0 | |
Boulder | 2 | 0 | Different |
Cobble | 11 | 9 | Different |
Course Gravel | 7 | 7 | |
Fine Gravel | | 10 | Different |
Sand | | 74 | Different |
Silt or Smaller | 80 | 0 | Different |
SiltClayPresent | | Yes | Different |
DetritusPercent | 2 | 5 | Different |
WoodyDebrisNumber | 20 | 13 | Different |
IsBarBedParticleNotEvaluated | False | True | Different |
IsBedParticleNotApplicable | False | False | |
LargestBedParticle | | | |
IsBarParticleNotApplicable | False | False | |
LargestBarParticle | | | |
ParticleUnits | | | |
StreamType1 | F | B | Different |
BedMaterial1 | Silt | Sand | Different |
SubclassSlope1 | | c | Different |
SubBedForm | | | |
FieldMeasuredSlope | | | |
ReferenceStreamType | C | | Different |
ReferenceBedMaterial | Sand | | Different |
ReferenceSubclassSlope | | | |
ReferenceBedform | Riffle-Pool | | Different |
ReachClearlyAffectedByMajorFlooding1 | No | | Different |
WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
ChannelEnlargement | 0 | 0 | |
FloodAffectedCrossSectionComments | NULL | | Different |
TypicalBankSlope | Steep | Steep | |
MaterialTypeUpper_L | Silt | Clay | Different |
MaterialTypeUpper_R | Silt | Clay | Different |
MaterialTypeUpper | | | |
MaterialTypeLower_L | Silt | Clay | Different |
MaterialTypeLower_R | Silt | Clay | Different |
MaterialTypeLower | | | |
ConsistencyUpper_L | Cohesive | Cohesive | |
ConsistencyUpper_R | Cohesive | Cohesive | |
ConsistencyUpper | | | |
ConsistencyLower_L | Cohesive | Cohesive | |
ConsistencyLower_R | Cohesive | Cohesive | |
ConsistencyLower | | | |
BankErosionLength_L | 161.9558 | 95.19 | Different |
BankErosionLength_R | 507.5104 | 161.82 | Different |
BankErosionHeight_L | 2.412229 | 2 | Different |
BankErosionHeight_R | 2.809228 | 3.399456 | Different |
BankRevetmentType_L | None | None | |
BankRevetmentType_R | None | None | |
BankRevetmentLength_L | 0 | 0 | |
BankRevetmentLength_R | 0 | 0 | |
DominantBankVegetation_L | Coniferous | Herbaceous | Different |
DominantBankVegetation_R | Coniferous | Herbaceous | Different |
SubDomBankVegetation_L | Shrubs/Sapling | Deciduous | Different |
SubDomBankVegetation_R | Herbaceous | Deciduous | Different |
CanopyPercentCategory_L | 76-100 | 26-50 | Different |
CanopyPercentCategory_R | 76-100 | 26-50 | Different |
ChannelCanopy | Closed | Open | Different |
DominantBufferWidth_L | >100 | >100 | |
DominantBufferWidth_R | 51-100 | >100 | Different |
SubDomBufferWidth_L | None | None | |
SubDomBufferWidth_R | 26-50 | None | Different |
Buffer0to25Feet_L | 0 | | Different |
Buffer0to25Feet_R | 0 | | Different |
DominantBufferVegetation_L | Coniferous | Deciduous | Different |
DominantBufferVegetation_R | Coniferous | Deciduous | Different |
SubDomBufferVegetation_L | Shrubs/Sapling | None | Different |
SubDomBufferVegetation_R | Shrubs/Sapling | None | Different |
DominantLandUse_L | Forest | Forest | |
DominantLandUse_R | Forest | Forest | |
SubDomLandUse_L | None | None | |
SubDomLandUse_R | None | None | |
MassFailuresLength_L | | 0 | Different |
MassFailuresLength_R | | 0 | Different |
MassFailures | None | One | Different |
MassFailuresMeanHeight_L | | 0 | Different |
MassFailuresMeanHeight_R | | 0 | Different |
FailureMeanHeight | | 6 | Different |
GulliesNumber | 2 | | Different |
Gullies | Multiple | None | Different |
GulliesLength | 90 | | Different |
GullyMeanHeight | 1.5 | 0 | Different |
SpringSeep | Abundant | Minimal | Different |
AdjacentWetland | Abundant | Minimal | Different |
FlowStatus | Low | Moderate | Different |
DebrisJamsNumber | 9 | 6 | Different |
FlowRegType | None | None | |
FlowRegUse | | | |
Impoundments | | None | Different |
ImpoundmentLocation | | | |
FlowRegUpDownStream | None | | Different |
UpstreamFlowRegulation | | None | Different |
IsNoChannelConstriction | False | True | Different |
BeaverDamsNumber | 0 | 0 | |
BeaverDamAffectedLength | 0 | 0 | |
BridgeCulvertAssessment | No | No | |
BarMidNumber | | 0 | Different |
BarPointNumber | | 0 | Different |
BarSideNumber | 1 | 1 | |
BarDiagonalNumber | | 0 | Different |
BarDeltaNumber | | 0 | Different |
BarIslandNumber | | 0 | Different |
FloodChutesNumber | 0 | 0 | |
NeckCutoffsNumber | 1 | 1 | |
ChannelAvulsionsNumber | 0 | 0 | |
BraidingNumber | 0 | 0 | |
SteepRifflesNumber | 1 | 0 | Different |
HeadCutsNumber | 0 | 0 | |
TributaryRejuvenation | No | No | |
Straightening | None | None | |
StraighteningLength | 0 | 0 | |
Dredging | None | None | |
Comments | | Pebble count: "sand" is dominated by silt/clay. | Different |
rhaStreamType | Riffle-Pool | | Different |
rhaDepartureType | | | |
rhacomments | | | |
HabAssessStreamType | | High | Different |
GeoAssessConfinement | Unconfined | Unconfined | |
ChannelEvolutionStage | II | IIb | Different |
ChannelEvolutionModel | F | D | Different |
GeoAssessCondition1 | Poor | Fair | Different |
GeoAssessSensitivity | Extreme | High | Different |
AdjustmentNarrative | The reach is deeply incised throughout with some areas showing active erosion and planform adjustment. Overall incision is the dominant process, a more consistent shift to widening will be slow due to very low channel slope and cohesive banks. | Some limited evidence of active incision. No STD, at present. | Different |
ReachesRID | 2654 | 2654 | |
SegmentsRID | 3613 | 1247 | Different |
VersionName | 2020 Update VT and QC | Base | Different |