ProjectName | Rock River | Rock River | |
StreamName | Rock River | Rock River | |
ProjectID | 54 | 54 | |
ReachID | 49 | 49 | |
SegmentID | 0 | 0 | |
ReachPointID | M06 | M06 | |
OrganizationID | | 6 | Different |
OrganizationName | | South Mountain Research & Consulting | Different |
Observers | JHB, FCP | KLU, BJ, BOS | Different |
IsNotAssessed | False | False | |
WhyNotAssessed | | | |
IsAdminJudgement | False | False | |
SegmentLocation | From a point upstream of Franklin/ Highgate town line to a point downstream of Cassidy Rd | From a point upstream of Franklin/ Highgate town line to a point downstream of Cassidy Rd | |
SegmentLength | 14115 | 14116 | Different |
CompletionDate | 7/17/2020 12:00:00 AM | 6/13/2006 12:00:00 AM | Different |
SevenDayRain | No | Yes | Different |
Weather | Hot and dry | sunny, 70 | Different |
KnownFloodHistory | No | Yes | Different |
SketchDone | Yes | Yes | |
PhotoLogDone | Yes | Yes | |
WatershedZone | | | |
ReachClearlyAffectedByMajorFlooding | No | | Different |
AdminJudgementEntity | | | |
StreamType | E | C | Different |
Bedform | Plane Bed | Dune-Ripple | Different |
BedMaterial | Silt | Sand | Different |
SubclassSlope | | c | Different |
GeoAssessCondition | Fair | Reference | Different |
AdminStreamTypeDeparture | | | |
Segmentation | | None | Different |
SegmentationComment | | | |
BermLength_1 | 0 | 0 | |
BermLength_2 | 0 | 0 | |
RoadLength_1 | 247.6681 | 247.67 | Different |
RoadLength_2 | 0 | 0 | |
RailroadLength_1 | 0 | 0 | |
RailroadLength_2 | 0 | 0 | |
PathLength_1 | 0 | 0 | |
PathLength_2 | 0 | 0 | |
DevelopmentLength_1 | 0 | 0 | |
DevelopmentLength_2 | 59.07493 | 59.08 | Different |
BermLength_L | | | |
BermLength_R | | | |
RoadLength_L | | | |
RoadLength_R | | | |
RailroadLength_L | | | |
RailroadLength_R | | | |
PathLength_L | | | |
PathLength_R | | | |
HillsideSlope_L | Hilly | Extremely Steep | Different |
HillsideSlope_R | Hilly | Extremely Steep | Different |
HillsideContinuous_L | Sometimes | Sometimes | |
HillsideContinuous_R | Sometimes | Sometimes | |
HillsideInWidth_L | Sometimes | Sometimes | |
HillsideInWidth_R | Sometimes | Sometimes | |
HillsideTexture_L | Silt/Clay | Not Evaluated | Different |
HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
ValleyWidth | 200 | 200 | |
ValleyWidthDetermination | Measured | Estimated | Different |
ConfinementType | VB | NW | Different |
InRockGorge | No | No | |
HumanChangedWidth | No | No | |
BankfullWidth | 19.5 | 44.2 | Different |
MaximumDepth | 3.4 | 4.5 | Different |
MeanDepth | 2.5 | 2.2 | Different |
FloodproneWidth | 46 | 250 | Different |
RecentlyAbandonedFloodplain | 5.5 | 4.5 | Different |
HumanElevatedFloodplain | | | |
SinuosityType | Moderate | Moderate | |
RifflesType | Not Applicable | Not Applicable | |
IsRiffleSpacingApplicable | | Not Applicable | Different |
RiffleSpacingDistance | | | |
Bedrock | | 0 | Different |
Boulder | | 0 | Different |
Cobble | | 0 | Different |
Course Gravel | | 0 | Different |
Fine Gravel | | 20 | Different |
Sand | 10 | 80 | Different |
Silt or Smaller | 90 | 0 | Different |
SiltClayPresent | Yes | Yes | |
DetritusPercent | 2 | 1 | Different |
WoodyDebrisNumber | 48 | 66 | Different |
IsBarBedParticleNotEvaluated | False | False | |
IsBedParticleNotApplicable | False | True | Different |
LargestBedParticle | | | |
IsBarParticleNotApplicable | False | True | Different |
LargestBarParticle | | | |
ParticleUnits | | | |
StreamType1 | E | C | Different |
BedMaterial1 | Silt | Sand | Different |
SubclassSlope1 | | c | Different |
SubBedForm | | | |
FieldMeasuredSlope | | | |
ReferenceStreamType | | | |
ReferenceBedMaterial | | | |
ReferenceSubclassSlope | | | |
ReferenceBedform | | | |
ReachClearlyAffectedByMajorFlooding1 | No | | Different |
WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
ChannelEnlargement | 0 | 0 | |
FloodAffectedCrossSectionComments | NULL | | Different |
TypicalBankSlope | Steep | Moderate | Different |
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 | 791.283 | 518.74 | Different |
BankErosionLength_R | 996.9697 | 435.83 | Different |
BankErosionHeight_L | 3.405688 | 3.22466 | Different |
BankErosionHeight_R | 4.452362 | 2.397907 | Different |
BankRevetmentType_L | Rip-Rap | Rip-Rap | |
BankRevetmentType_R | Rip-Rap | Rip-Rap | |
BankRevetmentLength_L | 40.55465 | 40.56 | Different |
BankRevetmentLength_R | 109.1601 | 109.16 | Different |
DominantBankVegetation_L | Shrubs/Sapling | Herbaceous | Different |
DominantBankVegetation_R | Shrubs/Sapling | Herbaceous | Different |
SubDomBankVegetation_L | Herbaceous | Shrubs/Sapling | Different |
SubDomBankVegetation_R | Herbaceous | Shrubs/Sapling | Different |
CanopyPercentCategory_L | 76-100 | 51-75 | Different |
CanopyPercentCategory_R | 51-75 | 51-75 | |
ChannelCanopy | Open | Open | |
DominantBufferWidth_L | >100 | 51-100 | Different |
DominantBufferWidth_R | >100 | 51-100 | Different |
SubDomBufferWidth_L | 0-25 | >100 | Different |
SubDomBufferWidth_R | 0-25 | >100 | Different |
Buffer0to25Feet_L | 1400 | | Different |
Buffer0to25Feet_R | 1553 | | Different |
DominantBufferVegetation_L | Deciduous | Shrubs/Sapling | Different |
DominantBufferVegetation_R | Deciduous | Shrubs/Sapling | Different |
SubDomBufferVegetation_L | Shrubs/Sapling | Deciduous | Different |
SubDomBufferVegetation_R | Shrubs/Sapling | Deciduous | Different |
DominantLandUse_L | Forest | Shrubs/Sapling | Different |
DominantLandUse_R | Forest | Shrubs/Sapling | Different |
SubDomLandUse_L | Pasture | Forest | Different |
SubDomLandUse_R | Pasture | Forest | Different |
MassFailuresLength_L | | 0 | Different |
MassFailuresLength_R | | 0 | Different |
MassFailures | None | Multiple | Different |
MassFailuresMeanHeight_L | | 0 | Different |
MassFailuresMeanHeight_R | | 0 | Different |
FailureMeanHeight | | 31 | Different |
GulliesNumber | 5 | | Different |
Gullies | Multiple | None | Different |
GulliesLength | 110 | | Different |
GullyMeanHeight | 2.4 | 0 | Different |
SpringSeep | Minimal | Abundant | Different |
AdjacentWetland | None | Minimal | Different |
FlowStatus | Low | High | Different |
DebrisJamsNumber | 25 | 7 | Different |
FlowRegType | None | None | |
FlowRegUse | | | |
Impoundments | | None | Different |
ImpoundmentLocation | | | |
FlowRegUpDownStream | None | | Different |
UpstreamFlowRegulation | | None | Different |
IsNoChannelConstriction | False | False | |
BeaverDamsNumber | 3 | 0 | Different |
BeaverDamAffectedLength | 450 | 0 | Different |
BridgeCulvertAssessment | | Yes | Different |
BarMidNumber | 1 | 0 | Different |
BarPointNumber | 2 | 0 | Different |
BarSideNumber | 3 | 0 | Different |
BarDiagonalNumber | | 0 | Different |
BarDeltaNumber | | 4 | Different |
BarIslandNumber | | 0 | Different |
FloodChutesNumber | 3 | 3 | |
NeckCutoffsNumber | 0 | 0 | |
ChannelAvulsionsNumber | 0 | 0 | |
BraidingNumber | 0 | 0 | |
SteepRifflesNumber | 0 | 0 | |
HeadCutsNumber | 0 | 0 | |
TributaryRejuvenation | No | No | |
Straightening | None | None | |
StraighteningLength | 0 | 0 | |
Dredging | None | None | |
Comments | | Some plane bed features in addition to D/R. Dom bed material (2.14) is silt/clay, not sand. Ledge (1.6) at downstream end of reach is varved clay. | Different |
rhaStreamType | Riffle-Pool | | Different |
rhaDepartureType | Plane Bed | | Different |
rhacomments | Reach had very low slope, essentially backwatered throughout. No apparent riffle/pool sequences or distinct pools. Fine sediment deposition throughout. | | Different |
HabAssessStreamType | | High | Different |
GeoAssessConfinement | Plane Bed | Unconfined | Different |
ChannelEvolutionStage | II | I | Different |
ChannelEvolutionModel | F | | Different |
GeoAssessCondition1 | Fair | Reference | Different |
GeoAssessSensitivity | Very High | High | Different |
AdjustmentNarrative | Channel is moderately incised, likely due to historic impacts. Very low slope and cohesive silt/clay banks results in low erosion and minimal evidence of channel migration or widening. | Channel in regime. Wash-load-dominated. Cohesive clay/silt bed and banks. | Different |
ReachesRID | 2636 | 2636 | |
SegmentsRID | 3599 | 1241 | Different |
VersionName | 2020 Update VT and QC | Base | Different |