ProjectName | White River - Second Branch | White River - Second Branch | |
StreamName | Second Branch of the White River | Second Branch of the White River | |
ProjectID | 1 | 1 | |
ReachID | 57 | 57 | |
SegmentID | A | A | |
ReachPointID | M17 | M17 | |
OrganizationID | 4 | | Different |
OrganizationName | White River Partnership | | Different |
Observers | CP, DR | | Different |
IsNotAssessed | False | False | |
WhyNotAssessed | | | |
IsAdminJudgement | False | False | |
SegmentLocation | mouth of Brookfield-Williamstown Gulf (US Brown Dr), US to N end of beaver meadows by 6274 VT Rte 14 | | Different |
SegmentLength | 6303 | | Different |
CompletionDate | 7/2/2019 12:00:00 AM | | Different |
SevenDayRain | Yes | | Different |
Weather | Sunny - 80 degrees | | Different |
KnownFloodHistory | Yes | | Different |
SketchDone | Yes | | Different |
PhotoLogDone | Yes | | Different |
WatershedZone | | | |
ReachClearlyAffectedByMajorFlooding | No | | Different |
AdminJudgementEntity | | | |
StreamType | E | | Different |
Bedform | Dune-Ripple | | Different |
BedMaterial | Sand | | Different |
SubclassSlope | None | | Different |
GeoAssessCondition | Fair | | Different |
AdminStreamTypeDeparture | | | |
Segmentation | Planform and Scope | | Different |
SegmentationComment | beaver meadows above and below one steep drop mid-seg | | Different |
BermLength_1 | | | |
BermLength_2 | | | |
RoadLength_1 | 5073.643 | | Different |
RoadLength_2 | | | |
RailroadLength_1 | | | |
RailroadLength_2 | | | |
PathLength_1 | | | |
PathLength_2 | | | |
DevelopmentLength_1 | | | |
DevelopmentLength_2 | | | |
BermLength_L | | | |
BermLength_R | | | |
RoadLength_L | | | |
RoadLength_R | | | |
RailroadLength_L | | | |
RailroadLength_R | | | |
PathLength_L | | | |
PathLength_R | | | |
HillsideSlope_L | Steep | | Different |
HillsideSlope_R | Very Steep | | Different |
HillsideContinuous_L | Sometimes | | Different |
HillsideContinuous_R | Sometimes | | Different |
HillsideInWidth_L | Sometimes | | Different |
HillsideInWidth_R | Sometimes | | Different |
HillsideTexture_L | Sand | | Different |
HillsideTexture_R | Bedrock | | Different |
ValleyWidth | 170 | | Different |
ValleyWidthDetermination | Estimated | | Different |
ConfinementType | BD | | Different |
InRockGorge | No | | Different |
HumanChangedWidth | Yes | | Different |
BankfullWidth | 20.5 | | Different |
MaximumDepth | 2.6 | | Different |
MeanDepth | 1.36 | | Different |
FloodproneWidth | 155.5 | | Different |
RecentlyAbandonedFloodplain | 2.6 | | Different |
HumanElevatedFloodplain | | | |
SinuosityType | Moderate | | Different |
RifflesType | Sedimented | | Different |
IsRiffleSpacingApplicable | | | |
RiffleSpacingDistance | 50 | | Different |
Bedrock | | | |
Boulder | | | |
Cobble | | | |
Course Gravel | | | |
Fine Gravel | 32 | | Different |
Sand | 55 | | Different |
Silt or Smaller | 13 | | Different |
SiltClayPresent | Yes | | Different |
DetritusPercent | 5 | | Different |
WoodyDebrisNumber | 42 | | Different |
IsBarBedParticleNotEvaluated | False | | Different |
IsBedParticleNotApplicable | True | | Different |
LargestBedParticle | | | |
IsBarParticleNotApplicable | False | | Different |
LargestBarParticle | | | |
ParticleUnits | | | |
StreamType1 | E | | Different |
BedMaterial1 | Sand | | Different |
SubclassSlope1 | None | | Different |
SubBedForm | Riffle-Pool | | Different |
FieldMeasuredSlope | | | |
ReferenceStreamType | E | | Different |
ReferenceBedMaterial | Sand | | Different |
ReferenceSubclassSlope | None | | Different |
ReferenceBedform | Dune-Ripple | | Different |
ReachClearlyAffectedByMajorFlooding1 | No | | Different |
WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
ChannelEnlargement | 0 | 0 | |
FloodAffectedCrossSectionComments | NULL | | Different |
TypicalBankSlope | Shallow | | Different |
MaterialTypeUpper_L | Sand | | Different |
MaterialTypeUpper_R | Silt | | Different |
MaterialTypeUpper | | | |
MaterialTypeLower_L | Sand | | Different |
MaterialTypeLower_R | Silt | | Different |
MaterialTypeLower | | | |
ConsistencyUpper_L | Non-cohesive | | Different |
ConsistencyUpper_R | Non-cohesive | | Different |
ConsistencyUpper | | | |
ConsistencyLower_L | Non-cohesive | | Different |
ConsistencyLower_R | Non-cohesive | | Different |
ConsistencyLower | | | |
BankErosionLength_L | 37.38004 | 0 | Different |
BankErosionLength_R | 25.38291 | 0 | Different |
BankErosionHeight_L | 8 | 0 | Different |
BankErosionHeight_R | 2 | 0 | Different |
BankRevetmentType_L | Rip-Rap | None | Different |
BankRevetmentType_R | Rip-Rap | None | Different |
BankRevetmentLength_L | 2927.415 | 0 | Different |
BankRevetmentLength_R | 171.9072 | 0 | Different |
DominantBankVegetation_L | Herbaceous | | Different |
DominantBankVegetation_R | Shrubs/Sapling | | Different |
SubDomBankVegetation_L | Shrubs/Sapling | | Different |
SubDomBankVegetation_R | Herbaceous | | Different |
CanopyPercentCategory_L | 26-50 | | Different |
CanopyPercentCategory_R | 26-50 | | Different |
ChannelCanopy | Open | | Different |
DominantBufferWidth_L | >100 | | Different |
DominantBufferWidth_R | >100 | | Different |
SubDomBufferWidth_L | 0-25 | | Different |
SubDomBufferWidth_R | 0-25 | | Different |
Buffer0to25Feet_L | 4580 | 0 | Different |
Buffer0to25Feet_R | 1795 | 0 | Different |
DominantBufferVegetation_L | Herbaceous | | Different |
DominantBufferVegetation_R | Herbaceous | | Different |
SubDomBufferVegetation_L | Shrubs/Sapling | | Different |
SubDomBufferVegetation_R | Shrubs/Sapling | | Different |
DominantLandUse_L | Forest | | Different |
DominantLandUse_R | Forest | | Different |
SubDomLandUse_L | None | | Different |
SubDomLandUse_R | None | | Different |
MassFailuresLength_L | | | |
MassFailuresLength_R | | | |
MassFailures | One | None | Different |
MassFailuresMeanHeight_L | | | |
MassFailuresMeanHeight_R | | | |
FailureMeanHeight | 15 | | Different |
GulliesNumber | | 0 | Different |
Gullies | | None | Different |
GulliesLength | | 0 | Different |
GullyMeanHeight | | | |
SpringSeep | Abundant | | Different |
AdjacentWetland | Abundant | | Different |
FlowStatus | Moderate | | Different |
DebrisJamsNumber | 2 | 0 | Different |
FlowRegType | None | | Different |
FlowRegUse | | | |
Impoundments | | | |
ImpoundmentLocation | | | |
FlowRegUpDownStream | None | | Different |
UpstreamFlowRegulation | | | |
IsNoChannelConstriction | False | False | |
BeaverDamsNumber | | 0 | Different |
BeaverDamAffectedLength | | 0 | Different |
BridgeCulvertAssessment | Yes | | Different |
BarMidNumber | 1 | | Different |
BarPointNumber | 4 | | Different |
BarSideNumber | 1 | | Different |
BarDiagonalNumber | 0 | | Different |
BarDeltaNumber | 0 | | Different |
BarIslandNumber | 0 | | Different |
FloodChutesNumber | 8 | 0 | Different |
NeckCutoffsNumber | | 0 | Different |
ChannelAvulsionsNumber | | 0 | Different |
BraidingNumber | 5 | 0 | Different |
SteepRifflesNumber | | 0 | Different |
HeadCutsNumber | | 0 | Different |
TributaryRejuvenation | No | | Different |
Straightening | Straightening | None | Different |
StraighteningLength | 3779.655 | 0 | Different |
Dredging | | None | Different |
Comments | Subreach includes beaver meadows US and DS of a long mid-segment ledge drop, pinned between VT Rte 14 and valley wall continuous with opposite bank, that comprises most of the elevation change (repeat damage area with nowhere to go). Presence of road, bridges, and strategic post-flood windrowing encourage a single-thread channel in what would more likely be a series of connected beaver impoundments and multi-thread channels under reference conditions. Rte 14 cut from VW, may have diminished original FP slightly but FP still largely accessible in intermittent meadows. | | Different |
rhaStreamType | Dune-Ripple | | Different |
rhaDepartureType | | | |
rhacomments | No intact beaver dams, but frequent remnants of small dams likely impacted by recent floods (7/1/2017, 4/15/2019). Undercuts not fully evaluated, low counts due to combo of soil types and alder growth habit in intermittent beaver meadow areas. | | Different |
HabAssessStreamType | | | |
GeoAssessConfinement | Unconfined | | Different |
ChannelEvolutionStage | III | | Different |
ChannelEvolutionModel | F | | Different |
GeoAssessCondition1 | Fair | | Different |
GeoAssessSensitivity | Extreme | | Different |
AdjustmentNarrative | Mid-segment ledge drop and continuous roadside riprap locks channel in beside road, limiting further channel adjustments to cyclic scour/deposition/redistribution in high flows, amplified by the straightening and combined bed and bank armoring. Beaver meadows US and DS of this section moderate these impacts to some extent but bear the brunt of them as well; majority of beaver dams appear quite transitory, and fine sediments are easily moved. | | Different |
ReachesRID | 101 | 101 | |
SegmentsRID | 3592 | 3572 | Different |
VersionName | 2019 | | Different |