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 | 46 | 46 | |
SegmentID | 0 | 0 | |
ReachPointID | M14 | M14 | |
OrganizationID | 4 | | Different |
OrganizationName | White River Partnership | | Different |
Observers | CP, DR | | Different |
IsNotAssessed | False | False | |
WhyNotAssessed | | | |
IsAdminJudgement | False | False | |
SegmentLocation | McKeage Rd., US to mouth of Sunset Brook | | Different |
SegmentLength | 9611 | | Different |
CompletionDate | 6/24/2019 12:00:00 AM | | Different |
SevenDayRain | Yes | | Different |
Weather | mixed clouds/sun - 70 degrees | | Different |
KnownFloodHistory | Yes | | Different |
SketchDone | Yes | | Different |
PhotoLogDone | Yes | | Different |
WatershedZone | | | |
ReachClearlyAffectedByMajorFlooding | No | | Different |
AdminJudgementEntity | | | |
StreamType | C | | Different |
Bedform | Riffle-Pool | | Different |
BedMaterial | Gravel | | Different |
SubclassSlope | None | | Different |
GeoAssessCondition | Fair | | Different |
AdminStreamTypeDeparture | | | |
Segmentation | None | | Different |
SegmentationComment | | | |
BermLength_1 | 514.8321 | | Different |
BermLength_2 | 0 | | Different |
RoadLength_1 | 0 | | Different |
RoadLength_2 | 527.7216 | | Different |
RailroadLength_1 | 0 | | Different |
RailroadLength_2 | 0 | | Different |
PathLength_1 | 654.7214 | | 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 | Flat | | Different |
HillsideSlope_R | Flat | | Different |
HillsideContinuous_L | Sometimes | | Different |
HillsideContinuous_R | Sometimes | | Different |
HillsideInWidth_L | Sometimes | | Different |
HillsideInWidth_R | Sometimes | | Different |
HillsideTexture_L | Sand | | Different |
HillsideTexture_R | Sand | | Different |
ValleyWidth | 700 | | Different |
ValleyWidthDetermination | Estimated | | Different |
ConfinementType | VB | | Different |
InRockGorge | No | | Different |
HumanChangedWidth | Yes | | Different |
BankfullWidth | 37.3 | | Different |
MaximumDepth | 3.1 | | Different |
MeanDepth | 2.13 | | Different |
FloodproneWidth | 793 | | Different |
RecentlyAbandonedFloodplain | 3.8 | | Different |
HumanElevatedFloodplain | | | |
SinuosityType | Moderate | | Different |
RifflesType | Sedimented | | Different |
IsRiffleSpacingApplicable | | | |
RiffleSpacingDistance | 145 | | Different |
Bedrock | | | |
Boulder | 1 | | Different |
Cobble | 29 | | Different |
Course Gravel | 37 | | Different |
Fine Gravel | 27 | | Different |
Sand | 2 | | Different |
Silt or Smaller | 4 | | Different |
SiltClayPresent | Yes | | Different |
DetritusPercent | 1 | | Different |
WoodyDebrisNumber | 66 | | Different |
IsBarBedParticleNotEvaluated | False | | Different |
IsBedParticleNotApplicable | False | | Different |
LargestBedParticle | 6.3 | | Different |
IsBarParticleNotApplicable | False | | Different |
LargestBarParticle | 2.7 | | Different |
ParticleUnits | inches | | Different |
StreamType1 | C | | Different |
BedMaterial1 | Gravel | | Different |
SubclassSlope1 | None | | Different |
SubBedForm | Plane Bed | | Different |
FieldMeasuredSlope | | | |
ReferenceStreamType | | | |
ReferenceBedMaterial | | | |
ReferenceSubclassSlope | | | |
ReferenceBedform | | | |
ReachClearlyAffectedByMajorFlooding1 | No | | Different |
WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
ChannelEnlargement | 0 | 0 | |
FloodAffectedCrossSectionComments | NULL | | Different |
TypicalBankSlope | Steep | | Different |
MaterialTypeUpper_L | Mix | | Different |
MaterialTypeUpper_R | Mix | | Different |
MaterialTypeUpper | | | |
MaterialTypeLower_L | Silt | | Different |
MaterialTypeLower_R | Silt | | Different |
MaterialTypeLower | | | |
ConsistencyUpper_L | Non-cohesive | | Different |
ConsistencyUpper_R | Non-cohesive | | Different |
ConsistencyUpper | | | |
ConsistencyLower_L | Cohesive | | Different |
ConsistencyLower_R | Cohesive | | Different |
ConsistencyLower | | | |
BankErosionLength_L | 871.2133 | | Different |
BankErosionLength_R | 722.4204 | | Different |
BankErosionHeight_L | 2.607522 | | Different |
BankErosionHeight_R | 2.777664 | | Different |
BankRevetmentType_L | Multiple | | Different |
BankRevetmentType_R | Multiple | | Different |
BankRevetmentLength_L | 463.4572 | | Different |
BankRevetmentLength_R | 181.9347 | | Different |
DominantBankVegetation_L | Herbaceous | | Different |
DominantBankVegetation_R | Herbaceous | | Different |
SubDomBankVegetation_L | Shrubs/Sapling | | Different |
SubDomBankVegetation_R | Shrubs/Sapling | | Different |
CanopyPercentCategory_L | 1-25 | | Different |
CanopyPercentCategory_R | 26-50 | | Different |
ChannelCanopy | Open | | Different |
DominantBufferWidth_L | 0-25 | | Different |
DominantBufferWidth_R | 0-25 | | Different |
SubDomBufferWidth_L | 26-50 | | Different |
SubDomBufferWidth_R | >100 | | Different |
Buffer0to25Feet_L | 8707 | | Different |
Buffer0to25Feet_R | 7413 | | Different |
DominantBufferVegetation_L | Herbaceous | | Different |
DominantBufferVegetation_R | Herbaceous | | Different |
SubDomBufferVegetation_L | Deciduous | | Different |
SubDomBufferVegetation_R | Deciduous | | Different |
DominantLandUse_L | Crop | | Different |
DominantLandUse_R | Crop | | Different |
SubDomLandUse_L | Shrubs/Sapling | | Different |
SubDomLandUse_R | Shrubs/Sapling | | Different |
MassFailuresLength_L | | | |
MassFailuresLength_R | | | |
MassFailures | None | | Different |
MassFailuresMeanHeight_L | | | |
MassFailuresMeanHeight_R | | | |
FailureMeanHeight | | | |
GulliesNumber | 0 | | Different |
Gullies | None | | Different |
GulliesLength | 0 | | Different |
GullyMeanHeight | | | |
SpringSeep | Minimal | | Different |
AdjacentWetland | Minimal | | Different |
FlowStatus | Moderate | | Different |
DebrisJamsNumber | 3 | | Different |
FlowRegType | None | | Different |
FlowRegUse | | | |
Impoundments | | | |
ImpoundmentLocation | | | |
FlowRegUpDownStream | None | | Different |
UpstreamFlowRegulation | | | |
IsNoChannelConstriction | False | False | |
BeaverDamsNumber | 0 | | Different |
BeaverDamAffectedLength | 0 | | Different |
BridgeCulvertAssessment | Yes | | Different |
BarMidNumber | 5 | | Different |
BarPointNumber | 13 | | Different |
BarSideNumber | 8 | | Different |
BarDiagonalNumber | 2 | | Different |
BarDeltaNumber | | | |
BarIslandNumber | 1 | | Different |
FloodChutesNumber | 4 | | Different |
NeckCutoffsNumber | 0 | | Different |
ChannelAvulsionsNumber | 0 | | Different |
BraidingNumber | 2 | | Different |
SteepRifflesNumber | 0 | | Different |
HeadCutsNumber | 0 | | Different |
TributaryRejuvenation | No | | Different |
Straightening | None | | Different |
StraighteningLength | 0 | 0 | |
Dredging | None | | Different |
Comments | Multiple localized constrictions (elevated manure pit near US end of reach, plus 6 bridges) are primary floodplain constraints in what still functions as an otherwise Very Broad valley. Nice design on footbridge in US portions of reach has waste block footers outside scour zone, elevated and set back on banks. | | Different |
rhaStreamType | Riffle-Pool | | Different |
rhaDepartureType | | | |
rhacomments | Heavy ag area with buffers lacking or diminished for much of reach, numerous undersized stream xings amplify erosion but don't impact AOP (bridges rather than culverts). Undercuts not fully evaluated, low count due to combo of soil types and high water at time of evaluation. | | Different |
HabAssessStreamType | | | |
GeoAssessConfinement | Unconfined | | Different |
ChannelEvolutionStage | III | | Different |
ChannelEvolutionModel | F | | Different |
GeoAssessCondition1 | Fair | | Different |
GeoAssessSensitivity | Very High | | Different |
AdjustmentNarrative | Straightened planform (6 bridges in reach) lends to cyclic scour/deposition in response to flash flood events, which occur with some frequency due to combination of topographic setting and intermittent encroachments, both here and in upstream reaches, limiting floodplain access by design. | | Different |
ReachesRID | 86 | 86 | |
SegmentsRID | 3588 | 3570 | Different |
VersionName | 2019 | | Different |