ProjectName | Rock River | Rock River | |
StreamName | Rock River | Rock River | |
ProjectID | 54 | 54 | |
ReachID | 55 | 55 | |
SegmentID | F | F | |
ReachPointID | M09 | M09 | |
OrganizationID | | 6 | Different |
OrganizationName | | South Mountain Research & Consulting | Different |
Observers | JHB, FCP | BJ, BOS | Different |
IsNotAssessed | False | False | |
WhyNotAssessed | | | |
IsAdminJudgement | False | False | |
SegmentLocation | From Hanna Rd Xg to beaver meadow. | From Hanna Rd Xg to beaver meadow. | |
SegmentLength | 2973 | 2973 | |
CompletionDate | 7/28/2020 12:00:00 AM | 6/27/2006 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 | F | E | Different |
Bedform | Plane Bed | Riffle-Pool | Different |
BedMaterial | Silt | Gravel | Different |
SubclassSlope | | c | Different |
GeoAssessCondition | Poor | Good | Different |
AdminStreamTypeDeparture | | | |
Segmentation | | Channel Dimensions | Different |
SegmentationComment | | | |
BermLength_1 | 922.5478 | 0 | Different |
BermLength_2 | 0 | 0 | |
RoadLength_1 | 47.97097 | 47.97 | Different |
RoadLength_2 | 0 | 0 | |
RailroadLength_1 | 0 | 0 | |
RailroadLength_2 | 0 | 0 | |
PathLength_1 | 0 | 0 | |
PathLength_2 | 0 | 0 | |
DevelopmentLength_1 | 56.95156 | 56.95 | Different |
DevelopmentLength_2 | 109.9791 | 109.98 | Different |
BermLength_L | | | |
BermLength_R | | | |
RoadLength_L | | | |
RoadLength_R | | | |
RailroadLength_L | | | |
RailroadLength_R | | | |
PathLength_L | | | |
PathLength_R | | | |
HillsideSlope_L | Very Steep | Very Steep | |
HillsideSlope_R | Flat | Hilly | Different |
HillsideContinuous_L | Sometimes | Sometimes | |
HillsideContinuous_R | Never | Sometimes | Different |
HillsideInWidth_L | Sometimes | Always | Different |
HillsideInWidth_R | Never | Sometimes | Different |
HillsideTexture_L | Cobble | Bedrock | Different |
HillsideTexture_R | Silt/Clay | Not Evaluated | Different |
ValleyWidth | 230 | 100 | Different |
ValleyWidthDetermination | Measured | Estimated | Different |
ConfinementType | VB | BD | Different |
InRockGorge | No | No | |
HumanChangedWidth | No | No | |
BankfullWidth | 18.5 | 12 | Different |
MaximumDepth | 3.6 | 3 | Different |
MeanDepth | 2.1 | 1.6 | Different |
FloodproneWidth | 22 | 150 | Different |
RecentlyAbandonedFloodplain | 7.2 | 3 | Different |
HumanElevatedFloodplain | | | |
SinuosityType | Low | Low | |
RifflesType | Not Applicable | Not Evaluated | Different |
IsRiffleSpacingApplicable | | Not Evaluated | Different |
RiffleSpacingDistance | | | |
Bedrock | 0 | 0 | |
Boulder | 0 | 0 | |
Cobble | 0 | 0 | |
Course Gravel | 0 | 1 | Different |
Fine Gravel | 0 | 67 | Different |
Sand | 0 | 32 | Different |
Silt or Smaller | 100 | 0 | Different |
SiltClayPresent | Yes | Yes | |
DetritusPercent | 0 | 0 | |
WoodyDebrisNumber | 2 | 0 | Different |
IsBarBedParticleNotEvaluated | False | True | Different |
IsBedParticleNotApplicable | False | True | Different |
LargestBedParticle | | | |
IsBarParticleNotApplicable | False | True | Different |
LargestBarParticle | | | |
ParticleUnits | | | |
StreamType1 | F | E | Different |
BedMaterial1 | Silt | Gravel | 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 | 86.45 | Different |
BankErosionLength_R | 264.2043 | 0 | Different |
BankErosionHeight_L | 0 | 2 | Different |
BankErosionHeight_R | 3.789405 | 0 | Different |
BankRevetmentType_L | Rip-Rap | Rip-Rap | |
BankRevetmentType_R | Rip-Rap | Rip-Rap | |
BankRevetmentLength_L | 35.99141 | 35.99 | Different |
BankRevetmentLength_R | 310.7687 | 310.77 | Different |
DominantBankVegetation_L | Herbaceous | Herbaceous | |
DominantBankVegetation_R | Herbaceous | Herbaceous | |
SubDomBankVegetation_L | Deciduous | Deciduous | |
SubDomBankVegetation_R | Deciduous | None | Different |
CanopyPercentCategory_L | 76-100 | 51-75 | Different |
CanopyPercentCategory_R | 26-50 | 0 | Different |
ChannelCanopy | Open | Open | |
DominantBufferWidth_L | >100 | >100 | |
DominantBufferWidth_R | 26-50 | 0-25 | Different |
SubDomBufferWidth_L | None | None | |
SubDomBufferWidth_R | >100 | 0-25 | Different |
Buffer0to25Feet_L | 0 | | Different |
Buffer0to25Feet_R | 527 | | Different |
DominantBufferVegetation_L | Coniferous | Mixed Trees | Different |
DominantBufferVegetation_R | Herbaceous | Herbaceous | |
SubDomBufferVegetation_L | Herbaceous | Herbaceous | |
SubDomBufferVegetation_R | Deciduous | Deciduous | |
DominantLandUse_L | Forest | Forest | |
DominantLandUse_R | Hay | Crop | Different |
SubDomLandUse_L | None | None | |
SubDomLandUse_R | Forest | None | Different |
MassFailuresLength_L | | | |
MassFailuresLength_R | | | |
MassFailures | None | None | |
MassFailuresMeanHeight_L | | 0 | Different |
MassFailuresMeanHeight_R | | 0 | Different |
FailureMeanHeight | | 0 | Different |
GulliesNumber | 1 | | Different |
Gullies | One | None | Different |
GulliesLength | 8 | | Different |
GullyMeanHeight | 3 | 0 | Different |
SpringSeep | Minimal | Minimal | |
AdjacentWetland | Minimal | None | Different |
FlowStatus | Moderate | Moderate | |
DebrisJamsNumber | 1 | 0 | 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 | Yes | |
BarMidNumber | | 0 | Different |
BarPointNumber | | 0 | Different |
BarSideNumber | 4 | 0 | Different |
BarDiagonalNumber | | 0 | Different |
BarDeltaNumber | | 1 | Different |
BarIslandNumber | | 2 | Different |
FloodChutesNumber | 0 | 0 | |
NeckCutoffsNumber | 0 | 0 | |
ChannelAvulsionsNumber | 0 | 0 | |
BraidingNumber | 0 | 0 | |
SteepRifflesNumber | 0 | 0 | |
HeadCutsNumber | 0 | 0 | |
TributaryRejuvenation | No | No | |
Straightening | Straightening | Straightening | Different |
StraighteningLength | 1873.434 | 1873.45 | Different |
Dredging | Dredging | None | Different |
Comments | | Brief section of B3-Step/Pool and B2-cascade, mid-segment, with channel-spanning bedrock offering grade control. Multiple occurrences of bedrock over length of channel consolidated into one "Waterfall" grade control for Step 1.6. | Different |
rhaStreamType | Dune-Ripple | | Different |
rhaDepartureType | Plane Bed | | Different |
rhacomments | | | |
HabAssessStreamType | | High | Different |
GeoAssessConfinement | Unconfined | Unconfined | |
ChannelEvolutionStage | II | I | Different |
ChannelEvolutionModel | F | | Different |
GeoAssessCondition1 | Poor | Good | Different |
GeoAssessSensitivity | Very High | High | Different |
AdjustmentNarrative | The reach is historically straightened and deeply incised. One area remains bermed, however that floodplain is largely inaccessible due to incision. A short stretch of steeper channel with a small forested floodplain was located near the top of the segment/reach downstream of the Hanna Road culvert. | Minor adjust's overall, w/ discrete areas mid-segment along corn field showing increased incision ratio possibly due to historic straightening. Potential degradation, widening moderated by bedrock grade controls and cohesive bed & banks. | Different |
ReachesRID | 2642 | 2642 | |
SegmentsRID | 3604 | 1226 | Different |
VersionName | 2020 Update VT and QC | Base | Different |