ProjectName | Rock River | Rock River | |
StreamName | Unnamed-1 to Rock-M06 | Unnamed-1 to Rock-M06 | |
ProjectID | 54 | 54 | |
ReachID | 50 | 50 | |
SegmentID | A | A | |
ReachPointID | M6S1.01 | M6S1.01 | |
OrganizationID | | 6 | Different |
OrganizationName | | South Mountain Research & Consulting | Different |
Observers | JHB, FCP | BJ, BOS | Different |
IsNotAssessed | False | False | |
WhyNotAssessed | | | |
IsAdminJudgement | False | False | |
SegmentLocation | From residential driveway crossing downstream under Franklin Road to the confluence with Rock River (M06). | From residential driveway crossing downstream under Franklin Road to the confluence with Rock River (M06). | |
SegmentLength | 4380 | 4380 | |
CompletionDate | 7/17/2020 12:00:00 AM | 7/3/2006 12:00:00 AM | Different |
SevenDayRain | | Yes | Different |
Weather | Hot and dry | sunny, 80 | Different |
KnownFloodHistory | No | Yes | Different |
SketchDone | Yes | Yes | |
PhotoLogDone | Yes | Yes | |
WatershedZone | | | |
ReachClearlyAffectedByMajorFlooding | No | | Different |
AdminJudgementEntity | | | |
StreamType | F | E | Different |
Bedform | Plane Bed | Plane Bed | |
BedMaterial | Silt | Sand | Different |
SubclassSlope | | c | Different |
GeoAssessCondition | Fair | Good | Different |
AdminStreamTypeDeparture | | | |
Segmentation | Other Reason | Planform and Scope | Different |
SegmentationComment | The 2006 study had 4 segments based on straightening, corridor land use, wetlands, and drainage culverts. | | Different |
BermLength_1 | 0 | 0 | |
BermLength_2 | 0 | 0 | |
RoadLength_1 | 0 | 0 | |
RoadLength_2 | 0 | 0 | |
RailroadLength_1 | 0 | 0 | |
RailroadLength_2 | 0 | 0 | |
PathLength_1 | 0 | 0 | |
PathLength_2 | 0 | 0 | |
DevelopmentLength_1 | 59.53765 | 59.54 | Different |
DevelopmentLength_2 | 99.62728 | 99.63 | Different |
BermLength_L | | | |
BermLength_R | | | |
RoadLength_L | | | |
RoadLength_R | | | |
RailroadLength_L | | | |
RailroadLength_R | | | |
PathLength_L | | | |
PathLength_R | | | |
HillsideSlope_L | Flat | Hilly | Different |
HillsideSlope_R | Hilly | Hilly | |
HillsideContinuous_L | Never | Sometimes | Different |
HillsideContinuous_R | Never | Sometimes | Different |
HillsideInWidth_L | Sometimes | Sometimes | |
HillsideInWidth_R | Never | Sometimes | Different |
HillsideTexture_L | Silt/Clay | Not Evaluated | Different |
HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
ValleyWidth | 78 | 100 | Different |
ValleyWidthDetermination | Measured | Estimated | Different |
ConfinementType | BD | BD | |
InRockGorge | No | No | |
HumanChangedWidth | No | No | |
BankfullWidth | 10.5 | 14.1 | Different |
MaximumDepth | 1.5 | 2.7 | Different |
MeanDepth | 1.06 | 1.44 | Different |
FloodproneWidth | 13 | 130 | Different |
RecentlyAbandonedFloodplain | 4 | 2.7 | Different |
HumanElevatedFloodplain | | | |
SinuosityType | Moderate | High | Different |
RifflesType | Not Applicable | Not Applicable | |
IsRiffleSpacingApplicable | | Not Evaluated | Different |
RiffleSpacingDistance | | | |
Bedrock | | 0 | Different |
Boulder | | 0 | Different |
Cobble | | 0 | Different |
Course Gravel | | 0 | Different |
Fine Gravel | | 30 | Different |
Sand | 30 | 70 | Different |
Silt or Smaller | 70 | 0 | Different |
SiltClayPresent | No | Yes | Different |
DetritusPercent | 0 | 5 | Different |
WoodyDebrisNumber | 7 | 0 | Different |
IsBarBedParticleNotEvaluated | False | False | |
IsBedParticleNotApplicable | False | False | |
LargestBedParticle | | 16 | Different |
IsBarParticleNotApplicable | False | False | |
LargestBarParticle | | 16 | Different |
ParticleUnits | | mm | Different |
StreamType1 | F | E | 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 | 0 | 149.55 | Different |
BankErosionLength_R | 36.97689 | 124.35 | Different |
BankErosionHeight_L | 0 | 2 | Different |
BankErosionHeight_R | 2 | 2 | |
BankRevetmentType_L | Hard Bank | None | Different |
BankRevetmentType_R | Hard Bank | None | Different |
BankRevetmentLength_L | 39.41818 | 0 | Different |
BankRevetmentLength_R | 40.3914 | 0 | Different |
DominantBankVegetation_L | Herbaceous | Herbaceous | |
DominantBankVegetation_R | Herbaceous | Herbaceous | |
SubDomBankVegetation_L | Shrubs/Sapling | None | Different |
SubDomBankVegetation_R | Shrubs/Sapling | None | Different |
CanopyPercentCategory_L | 26-50 | 0 | Different |
CanopyPercentCategory_R | 26-50 | 0 | Different |
ChannelCanopy | Open | Open | |
DominantBufferWidth_L | >100 | 26-50 | Different |
DominantBufferWidth_R | >100 | 26-50 | Different |
SubDomBufferWidth_L | None | >100 | Different |
SubDomBufferWidth_R | 0-25 | >100 | Different |
Buffer0to25Feet_L | 0 | | Different |
Buffer0to25Feet_R | 0 | | Different |
DominantBufferVegetation_L | Herbaceous | Herbaceous | |
DominantBufferVegetation_R | Herbaceous | Herbaceous | |
SubDomBufferVegetation_L | Shrubs/Sapling | None | Different |
SubDomBufferVegetation_R | Shrubs/Sapling | None | Different |
DominantLandUse_L | Crop | Shrubs/Sapling | Different |
DominantLandUse_R | Crop | Shrubs/Sapling | Different |
SubDomLandUse_L | None | None | |
SubDomLandUse_R | None | None | |
MassFailuresLength_L | 37.64961 | 0 | Different |
MassFailuresLength_R | | 0 | Different |
MassFailures | One | One | |
MassFailuresMeanHeight_L | 15 | 0 | Different |
MassFailuresMeanHeight_R | | 0 | Different |
FailureMeanHeight | 15 | 13 | Different |
GulliesNumber | 0 | | Different |
Gullies | None | None | |
GulliesLength | 0 | | Different |
GullyMeanHeight | | 0 | Different |
SpringSeep | Minimal | Minimal | |
AdjacentWetland | Minimal | Minimal | |
FlowStatus | Low | Moderate | Different |
DebrisJamsNumber | 1 | 4 | Different |
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 | | 2 | Different |
BarPointNumber | | 0 | Different |
BarSideNumber | | 0 | Different |
BarDiagonalNumber | | 0 | Different |
BarDeltaNumber | | 1 | Different |
BarIslandNumber | | 0 | Different |
FloodChutesNumber | 1 | 1 | |
NeckCutoffsNumber | 0 | 0 | |
ChannelAvulsionsNumber | 0 | 0 | |
BraidingNumber | 0 | 0 | |
SteepRifflesNumber | 0 | 0 | |
HeadCutsNumber | 0 | 0 | |
TributaryRejuvenation | No | No | |
Straightening | Straightening | Straightening | Different |
StraighteningLength | 1360.596 | 1958.96 | Different |
Dredging | None | None | |
Comments | | "Shrub/sapling" in riparian corridor (3.3) is fallow pasture. Straightening from WP 150 to WP 152 is ~650 ft. | Different |
rhaStreamType | Dune-Ripple | | Different |
rhaDepartureType | | | |
rhacomments | | | |
HabAssessStreamType | | High | Different |
GeoAssessConfinement | Unconfined | Unconfined | |
ChannelEvolutionStage | II | I | Different |
ChannelEvolutionModel | F | | Different |
GeoAssessCondition1 | Fair | Good | Different |
GeoAssessSensitivity | Extreme | High | Different |
AdjustmentNarrative | The reach is deeply incised and has very limited evidence of widening or planform adjustment, resulting in a Stage II evaluation. Banks were relatively well vegetated and were cohesive clay. One small grade control within the reach reduces incision in the lower portion. Historic straightening affects approximately 1/3 of the reach. VHD mapping is off through straightened section in upper portion of the segment. | Aggradation and planform adjustments minor, overall. Some suggestion of incision mid-segment. | Different |
ReachesRID | 2637 | 2637 | |
SegmentsRID | 3614 | 1248 | Different |
VersionName | 2020 Update VT and QC | Base | Different |