ProjectName | Rock River | Rock River | |
StreamName | Rock River | Rock River | |
ProjectID | 54 | 54 | |
ReachID | 35 | 35 | |
SegmentID | 0 | 0 | |
ReachPointID | M05 | M05 | |
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 downstream of Cassidy Rd to vicinity of southern end of Rollo Road loop. | From downstream of Cassidy Rd to vicinity of southern end of Rollo Road loop. | |
SegmentLength | 25573 | 25575 | Different |
CompletionDate | 7/31/2020 12:00:00 AM | 6/21/2006 12:00:00 AM | Different |
SevenDayRain | | 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 | B | E | Different |
Bedform | Plane Bed | Dune-Ripple | Different |
BedMaterial | Cobble | Sand | Different |
SubclassSlope | c | c | |
GeoAssessCondition | Good | Good | |
AdminStreamTypeDeparture | | | |
Segmentation | | None | Different |
SegmentationComment | | | |
BermLength_1 | 0 | 0 | |
BermLength_2 | 0 | 0 | |
RoadLength_1 | 863.6494 | 863.65 | Different |
RoadLength_2 | 0 | 0 | |
RailroadLength_1 | 0 | 0 | |
RailroadLength_2 | 0 | 0 | |
PathLength_1 | 0 | 0 | |
PathLength_2 | 699.1171 | 0 | Different |
DevelopmentLength_1 | 94.88048 | 94.88 | Different |
DevelopmentLength_2 | 118.7925 | 150.59 | Different |
BermLength_L | | | |
BermLength_R | | | |
RoadLength_L | | | |
RoadLength_R | | | |
RailroadLength_L | | | |
RailroadLength_R | | | |
PathLength_L | | | |
PathLength_R | | | |
HillsideSlope_L | Hilly | Very Steep | Different |
HillsideSlope_R | Hilly | Very Steep | Different |
HillsideContinuous_L | Sometimes | Sometimes | |
HillsideContinuous_R | Sometimes | Sometimes | |
HillsideInWidth_L | Sometimes | Sometimes | |
HillsideInWidth_R | Sometimes | Sometimes | |
HillsideTexture_L | Gravel | Not Evaluated | Different |
HillsideTexture_R | Gravel | Not Evaluated | Different |
ValleyWidth | 190 | 150 | Different |
ValleyWidthDetermination | Measured | Estimated | Different |
ConfinementType | BD | SC | Different |
InRockGorge | No | No | |
HumanChangedWidth | No | No | |
BankfullWidth | 29.6 | 35 | Different |
MaximumDepth | 4 | 6.4 | Different |
MeanDepth | 2.72 | 4.3 | Different |
FloodproneWidth | 60 | 197 | Different |
RecentlyAbandonedFloodplain | 5.6 | 7 | Different |
HumanElevatedFloodplain | | | |
SinuosityType | Moderate | Moderate | |
RifflesType | Sedimented | Not Applicable | Different |
IsRiffleSpacingApplicable | | Not Applicable | Different |
RiffleSpacingDistance | 150 | | Different |
Bedrock | 0 | 0 | |
Boulder | 5 | 0 | Different |
Cobble | 47 | 0 | Different |
Course Gravel | 27 | 5 | Different |
Fine Gravel | 15 | 5 | Different |
Sand | 6 | 90 | Different |
Silt or Smaller | 0 | 0 | |
SiltClayPresent | Yes | Yes | |
DetritusPercent | 2 | 1 | Different |
WoodyDebrisNumber | 79 | 162 | Different |
IsBarBedParticleNotEvaluated | False | False | |
IsBedParticleNotApplicable | False | True | Different |
LargestBedParticle | 200 | | Different |
IsBarParticleNotApplicable | False | True | Different |
LargestBarParticle | 60 | | Different |
ParticleUnits | mm | | Different |
StreamType1 | B | E | Different |
BedMaterial1 | Cobble | Sand | Different |
SubclassSlope1 | c | c | |
SubBedForm | Riffle-Pool | | Different |
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 | Mix | Clay | Different |
MaterialTypeLower_R | Mix | Clay | Different |
MaterialTypeLower | | | |
ConsistencyUpper_L | Cohesive | Cohesive | |
ConsistencyUpper_R | Cohesive | Cohesive | |
ConsistencyUpper | | | |
ConsistencyLower_L | Non-cohesive | Cohesive | Different |
ConsistencyLower_R | Non-cohesive | Cohesive | Different |
ConsistencyLower | | | |
BankErosionLength_L | 842.3154 | 676.55 | Different |
BankErosionLength_R | 841.2027 | 351.76 | Different |
BankErosionHeight_L | 4.757722 | 4.600207 | Different |
BankErosionHeight_R | 4.816281 | 1.874403 | Different |
BankRevetmentType_L | Rip-Rap | Rip-Rap | |
BankRevetmentType_R | Multiple | Rip-Rap | Different |
BankRevetmentLength_L | 33.8338 | 33.83 | Different |
BankRevetmentLength_R | 75.42181 | 52.03 | Different |
DominantBankVegetation_L | Herbaceous | Herbaceous | |
DominantBankVegetation_R | Herbaceous | Herbaceous | |
SubDomBankVegetation_L | Shrubs/Sapling | None | Different |
SubDomBankVegetation_R | Shrubs/Sapling | None | Different |
CanopyPercentCategory_L | 1-25 | 51-75 | Different |
CanopyPercentCategory_R | 1-25 | 51-75 | Different |
ChannelCanopy | Open | Open | |
DominantBufferWidth_L | >100 | >100 | |
DominantBufferWidth_R | >100 | >100 | |
SubDomBufferWidth_L | 0-25 | 51-100 | Different |
SubDomBufferWidth_R | 26-50 | 51-100 | Different |
Buffer0to25Feet_L | 1814 | | Different |
Buffer0to25Feet_R | 0 | | Different |
DominantBufferVegetation_L | Herbaceous | Mixed Trees | Different |
DominantBufferVegetation_R | Herbaceous | Mixed Trees | Different |
SubDomBufferVegetation_L | Shrubs/Sapling | None | Different |
SubDomBufferVegetation_R | Mixed Trees | None | Different |
DominantLandUse_L | Forest | Forest | |
DominantLandUse_R | Forest | Forest | |
SubDomLandUse_L | Crop | None | Different |
SubDomLandUse_R | Crop | None | Different |
MassFailuresLength_L | 40.75011 | 0 | Different |
MassFailuresLength_R | | 0 | Different |
MassFailures | Multiple | Multiple | |
MassFailuresMeanHeight_L | 13.85333 | 0 | Different |
MassFailuresMeanHeight_R | | 0 | Different |
FailureMeanHeight | 13.5 | 27.85714 | Different |
GulliesNumber | 11 | | Different |
Gullies | Multiple | None | Different |
GulliesLength | 695 | | Different |
GullyMeanHeight | 1.772727 | 0 | Different |
SpringSeep | Minimal | Abundant | Different |
AdjacentWetland | Minimal | Minimal | |
FlowStatus | Low | Moderate | Different |
DebrisJamsNumber | 1 | 12 | Different |
FlowRegType | None | None | |
FlowRegUse | | | |
Impoundments | | None | Different |
ImpoundmentLocation | | | |
FlowRegUpDownStream | None | | Different |
UpstreamFlowRegulation | | None | Different |
IsNoChannelConstriction | False | False | |
BeaverDamsNumber | 3 | 0 | Different |
BeaverDamAffectedLength | 1035 | 0 | Different |
BridgeCulvertAssessment | Yes | Yes | |
BarMidNumber | | 0 | Different |
BarPointNumber | 1 | 2 | Different |
BarSideNumber | | 1 | Different |
BarDiagonalNumber | | 0 | Different |
BarDeltaNumber | | 4 | Different |
BarIslandNumber | | 2 | Different |
FloodChutesNumber | 2 | 1 | Different |
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 | | Other cross sections in reach showed C4-R/P (Upstream 1/4). Also brief section of Bc5-D/R upstream of Tarte Road crossing. Dom bed material (2.14) is silt, not sand; silt is not available as an option in the DMS, at present. Mod-high flow on assessment date may have obscured some bed features. Straightening assumed in Phase 1 was not field-verified; linear planform due to bedrock control. | Different |
rhaStreamType | Riffle-Pool | | Different |
rhaDepartureType | | | |
rhacomments | | | |
HabAssessStreamType | | High | Different |
GeoAssessConfinement | Plane Bed | Unconfined | Different |
ChannelEvolutionStage | I | I | |
ChannelEvolutionModel | F | | Different |
GeoAssessCondition1 | Good | Good | |
GeoAssessSensitivity | Moderate | High | Different |
AdjustmentNarrative | Very long reach with fairly consistent Bc geometry. Slightly elevated floodplain benches were present for most of the reach. Some areas of increased incision at or a near a departure to F type. Minimal evidence of historic straightening, low erosion. | Minor aggradation. Wash-load-dominated channel. Cohesive silts/cays in bed and banks. | Different |
ReachesRID | 2624 | 2624 | |
SegmentsRID | 3598 | 1258 | Different |
VersionName | 2020 Update VT and QC | Base | Different |