ProjectName | Rock River | Rock River | |
StreamName | Rock River | Rock River | |
ProjectID | 54 | 54 | |
ReachID | 52 | 52 | |
SegmentID | A | A | |
ReachPointID | M07 | M07 | |
OrganizationID | | 6 | Different |
OrganizationName | | South Mountain Research & Consulting | Different |
Observers | JHB, FCP | KLU, BJ, BOS | Different |
IsNotAssessed | True | False | Different |
WhyNotAssessed | no property access | | Different |
IsAdminJudgement | False | False | |
SegmentLocation | From Barnum Road crossing downstream nearly to confluence with M6S2.01
Spoke with landowner who was not supportive of project and denied access to the entire reach. | From Barnum Road Xg downstream nearly to confluence with M6S2.01 | Different |
SegmentLength | 5364 | 5365 | Different |
CompletionDate | | 6/12/2006 12:00:00 AM | Different |
SevenDayRain | | Yes | Different |
Weather | | overcast, 60s, calm | Different |
KnownFloodHistory | | Yes | Different |
SketchDone | | Yes | Different |
PhotoLogDone | | Yes | Different |
WatershedZone | | | |
ReachClearlyAffectedByMajorFlooding | | | |
AdminJudgementEntity | | | |
StreamType | | C | Different |
Bedform | | Plane Bed | Different |
BedMaterial | | Sand | Different |
SubclassSlope | | c | Different |
GeoAssessCondition | | Good | Different |
AdminStreamTypeDeparture | | | |
Segmentation | | Channel Dimensions | Different |
SegmentationComment | | | |
BermLength_1 | 0 | 0 | |
BermLength_2 | 0 | 0 | |
RoadLength_1 | 148.3554 | 148.36 | Different |
RoadLength_2 | 0 | 0 | |
RailroadLength_1 | 0 | 0 | |
RailroadLength_2 | 0 | 0 | |
PathLength_1 | 1189.058 | 1189.07 | Different |
PathLength_2 | 0 | 0 | |
DevelopmentLength_1 | 0 | 0 | |
DevelopmentLength_2 | 58.52461 | 58.53 | Different |
BermLength_L | | | |
BermLength_R | | | |
RoadLength_L | | | |
RoadLength_R | | | |
RailroadLength_L | | | |
RailroadLength_R | | | |
PathLength_L | | | |
PathLength_R | | | |
HillsideSlope_L | | Hilly | Different |
HillsideSlope_R | | Hilly | Different |
HillsideContinuous_L | | Sometimes | Different |
HillsideContinuous_R | | Never | Different |
HillsideInWidth_L | | Sometimes | Different |
HillsideInWidth_R | | Never | Different |
HillsideTexture_L | | Not Evaluated | Different |
HillsideTexture_R | | Not Evaluated | Different |
ValleyWidth | | 175 | Different |
ValleyWidthDetermination | | Estimated | Different |
ConfinementType | | NW | Different |
InRockGorge | | No | Different |
HumanChangedWidth | | No | Different |
BankfullWidth | | 33.6 | Different |
MaximumDepth | | 3 | Different |
MeanDepth | | 1.2 | Different |
FloodproneWidth | | 150 | Different |
RecentlyAbandonedFloodplain | | 3.8 | Different |
HumanElevatedFloodplain | | | |
SinuosityType | | Moderate | Different |
RifflesType | | Not Applicable | Different |
IsRiffleSpacingApplicable | | Not Applicable | Different |
RiffleSpacingDistance | | | |
Bedrock | | 0 | Different |
Boulder | | 0 | Different |
Cobble | | 0 | Different |
Course Gravel | | 3 | Different |
Fine Gravel | | 7 | Different |
Sand | | 90 | Different |
Silt or Smaller | | 0 | Different |
SiltClayPresent | | Yes | Different |
DetritusPercent | | 5 | Different |
WoodyDebrisNumber | | 10 | Different |
IsBarBedParticleNotEvaluated | | False | Different |
IsBedParticleNotApplicable | | True | Different |
LargestBedParticle | | | |
IsBarParticleNotApplicable | | True | Different |
LargestBarParticle | | | |
ParticleUnits | | | |
StreamType1 | | C | Different |
BedMaterial1 | | Sand | Different |
SubclassSlope1 | | c | Different |
SubBedForm | | | |
FieldMeasuredSlope | | | |
ReferenceStreamType | | | |
ReferenceBedMaterial | | | |
ReferenceSubclassSlope | | | |
ReferenceBedform | | | |
ReachClearlyAffectedByMajorFlooding1 | | | |
WereChannelDimensionsSignificantlyChangedByMajorFlooding | | | |
WereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding | | | |
ChannelEnlargement | 0 | 0 | |
FloodAffectedCrossSectionComments | | | |
TypicalBankSlope | | Moderate | Different |
MaterialTypeUpper_L | | Clay | Different |
MaterialTypeUpper_R | | Clay | Different |
MaterialTypeUpper | | | |
MaterialTypeLower_L | | Clay | Different |
MaterialTypeLower_R | | Clay | Different |
MaterialTypeLower | | | |
ConsistencyUpper_L | | Cohesive | Different |
ConsistencyUpper_R | | Cohesive | Different |
ConsistencyUpper | | | |
ConsistencyLower_L | | Cohesive | Different |
ConsistencyLower_R | | Cohesive | Different |
ConsistencyLower | | | |
BankErosionLength_L | 101.9229 | 101.92 | Different |
BankErosionLength_R | 0 | 0 | |
BankErosionHeight_L | 3.441009 | 3.441032 | Different |
BankErosionHeight_R | 0 | 0 | |
BankRevetmentType_L | None | None | |
BankRevetmentType_R | Rip-Rap | Rip-Rap | |
BankRevetmentLength_L | 0 | 0 | |
BankRevetmentLength_R | 9.606953 | 9.61 | Different |
DominantBankVegetation_L | | Herbaceous | Different |
DominantBankVegetation_R | | Herbaceous | Different |
SubDomBankVegetation_L | | Coniferous | Different |
SubDomBankVegetation_R | | Shrubs/Sapling | Different |
CanopyPercentCategory_L | | 0 | Different |
CanopyPercentCategory_R | | 0 | Different |
ChannelCanopy | | Open | Different |
DominantBufferWidth_L | | 0-25 | Different |
DominantBufferWidth_R | | 0-25 | Different |
SubDomBufferWidth_L | | >100 | Different |
SubDomBufferWidth_R | | >100 | Different |
Buffer0to25Feet_L | 0 | | Different |
Buffer0to25Feet_R | 0 | | Different |
DominantBufferVegetation_L | | Herbaceous | Different |
DominantBufferVegetation_R | | Herbaceous | Different |
SubDomBufferVegetation_L | | Mixed Trees | Different |
SubDomBufferVegetation_R | | Shrubs/Sapling | Different |
DominantLandUse_L | | Crop | Different |
DominantLandUse_R | | Crop | Different |
SubDomLandUse_L | | Forest | Different |
SubDomLandUse_R | | Forest | Different |
MassFailuresLength_L | | | |
MassFailuresLength_R | | | |
MassFailures | None | None | |
MassFailuresMeanHeight_L | | 0 | Different |
MassFailuresMeanHeight_R | | 0 | Different |
FailureMeanHeight | | 0 | Different |
GulliesNumber | 0 | | Different |
Gullies | None | None | |
GulliesLength | 0 | | Different |
GullyMeanHeight | | 0 | Different |
SpringSeep | | Abundant | Different |
AdjacentWetland | | Abundant | Different |
FlowStatus | | High | Different |
DebrisJamsNumber | 6 | 6 | |
FlowRegType | None | None | |
FlowRegUse | | | |
Impoundments | | None | Different |
ImpoundmentLocation | | | |
FlowRegUpDownStream | None | | Different |
UpstreamFlowRegulation | | None | Different |
IsNoChannelConstriction | False | False | |
BeaverDamsNumber | 0 | 0 | |
BeaverDamAffectedLength | 0 | 0 | |
BridgeCulvertAssessment | | Yes | Different |
BarMidNumber | | 0 | Different |
BarPointNumber | | 0 | Different |
BarSideNumber | | 0 | Different |
BarDiagonalNumber | | 0 | Different |
BarDeltaNumber | | 0 | Different |
BarIslandNumber | | 0 | Different |
FloodChutesNumber | 3 | 3 | |
NeckCutoffsNumber | 1 | 1 | |
ChannelAvulsionsNumber | 0 | 0 | |
BraidingNumber | 0 | 0 | |
SteepRifflesNumber | 0 | 0 | |
HeadCutsNumber | 0 | 0 | |
TributaryRejuvenation | | No | Different |
Straightening | Straightening | Straightening | Different |
StraighteningLength | 1269.534 | 1269.55 | Different |
Dredging | None | None | |
Comments | | High water conditions on assessment date may have obscured sediment deposition features, bank erosion, and/or revetments. | Different |
rhaStreamType | | | |
rhaDepartureType | | | |
rhacomments | | | |
HabAssessStreamType | | High | Different |
GeoAssessConfinement | | Unconfined | Different |
ChannelEvolutionStage | | I | Different |
ChannelEvolutionModel | | | |
GeoAssessCondition1 | | Good | Different |
GeoAssessSensitivity | | High | Different |
AdjustmentNarrative | | Minor adjustments. Dominant streambed and bank material are cohesive silts /clays. | Different |
ReachesRID | 2639 | 2639 | |
SegmentsRID | 3600 | 1259 | Different |
VersionName | 2020 Update VT and QC | Base | Different |