Skip Navigation LinksHome > Table Data Changes

List Changes To The Record:
Project:White River - Second Branch
ReachID: 42
SegmentID: C
in Table: Segments  


Date Of ChangeUser Who ChangedField NameNew ValueOld Value
View3/10/2021 10:50:00 AMDanielRrhaCommentsSegment was location of historic mill, some remains of infrastructure still intact. No undercuts on RB likely due to combo of geologic materials (kame terrace) and legacy of damming. US portion reflects legacy sediments (silty) of mill pond (though also likely due to glacial legacy). DS portion influenced by heavy sedimentation (alluvial fan?) at mouth of Snow's Brook
View3/9/2021 5:14:00 PMDanielRIsNoChannelConstriction10
View3/9/2021 5:12:00 PMDanielRAdjacentWetlandAbundant
View3/9/2021 5:12:00 PMDanielRSpringSeepAbundant
View1/17/2021 3:36:00 PMDanielRIsBarBedParticleNotEvaluated01
View1/17/2021 3:36:00 PMDanielRIsBedParticleNotApplicable10
View1/17/2021 3:36:00 PMDanielRWoodyDebrisNumber27
View1/16/2021 1:26:00 PMDanielRRifflesTypeSedimentedEroded
View1/16/2021 1:24:00 PMDanielRRecentlyAbandonedFloodplain8.49.4
View1/16/2021 1:24:00 PMDanielRSubBedFormPlane Bed
View1/16/2021 1:24:00 PMDanielRSubclassSlopec
View1/16/2021 1:19:00 PMDanielRSegmentationCommentHigh kame terrace on RB, former dam location
View1/16/2021 1:19:00 PMDanielRSegmentationValley WidthPlanform and Scope
View1/16/2021 1:16:00 PMDanielRCommentsSpecial Report of Water Resource Commission to VT Legislature, 1921: “At North Randolph village a head of about 9 feet is obtained and a 40 horsepower water wheel is used for operating a saw mill, shingle mill, and grist mill.” Upstream portion of segment is tail end of mill pond, and most of segment is dominated by very fine silts; former dam remains are now covered by a log bridge and infrastructure from mill buildings and raceway still present DS, esp. on LB. Beers Atlas (1877) indicates grist mill on RB, carriage factory on LB just DS; much of remaining infrastructure would likely have been associated with the carriage factory. High kame terrace on RB is primarily sand and may be susceptible to mass failure.Special Report of Water Resource Commission to VT Legislature, 1921: “At North Randolph village a head of about 9 feet is obtained and a 40 horsepower water wheel is used for operating a saw mill, shingle mill, and grist mill.” Upstream portion of segment is tail end of mill pond, and most of segment is dominated by very fine silts; former dam remains are now covered by a log bridge and infrastructure from mill buildings and raceway still present DS, esp. on LB. Beers Atlas (1877) indicates grist mill on RB, carriage factory on LB just DS; much of remaining infrastructure would likely have been associated with the carriage factory.
View1/16/2021 1:13:00 PMDanielRAdjustmentNarrativeMajor aggradation cycles with localized scour (highly mobile sediments); active widening and planform adjustments limited by constraints. Entrenched former dam location, high sandy kame terrace off RB and LB FP now occupied by remains of former mill-related infrastructure. Ledge grade control gives some vertical stability, substantial stone remains off LB constrain lateral adjustments but RB may be susceptible to mass failures. Upstream portion of segment is tail end of former mill pond (and pluvial lake formation with high silt content) contributing to aggradation. Assigned Extreme sensitivity due to STD. Entrenched: former dam location, high sandy kame terrace off RB and LB FP now occupied by remains of former mill-related infrastructure. Ledge grade control gives some vertical stability, substantial stone remains off LB constrain lateral adjustments but RB may be susceptible to mass failures. Upstream portion of segment is tail end of former mill pond (and pluvial lake formation with high silt content).
View1/16/2021 1:05:00 PMDanielRAdjustmentNarrative Entrenched: former dam location, high sandy kame terrace off RB and LB FP now occupied by remains of former mill-related infrastructure. Ledge grade control gives some vertical stability, substantial stone remains off LB constrain lateral adjustments but RB may be susceptible to mass failures. Upstream portion of segment is tail end of former mill pond (and pluvial lake formation with high silt content).
View1/16/2021 12:48:00 PMDanielRGeoAssessSensitivityExtremeVery High
View7/15/2020 10:12:00 AMDanielRBarIslandNumber0
View7/15/2020 10:12:00 AMDanielRCommentsSpecial Report of Water Resource Commission to VT Legislature, 1921: “At North Randolph village a head of about 9 feet is obtained and a 40 horsepower water wheel is used for operating a saw mill, shingle mill, and grist mill.” Upstream portion of segment is tail end of mill pond, and most of segment is dominated by very fine silts; former dam remains are now covered by a log bridge and infrastructure from mill buildings and raceway still present DS, esp. on LB. Beers Atlas (1877) indicates grist mill on RB, carriage factory on LB just DS; much of remaining infrastructure would likely have been associated with the carriage factory.
View7/15/2020 10:12:00 AMDanielRTributaryRejuvenationNo
View5/6/2020 3:16:00 PMDanielRConfinementTypeSC
View5/6/2020 3:16:00 PMDanielRHumanChangedWidthNo
View5/6/2020 3:16:00 PMDanielRInRockGorgeNo
View5/6/2020 3:16:00 PMDanielRSegmentationPlanform and Scope
View5/6/2020 3:16:00 PMDanielRValleyWidth160
View5/6/2020 3:16:00 PMDanielRValleyWidthDeterminationEstimated
View5/5/2020 12:08:00 PMDanielRSinuosityTypeLow
View5/5/2020 12:08:00 PMDanielRStreamTypeB
View5/5/2020 12:08:00 PMDanielRBedformDune-Ripple
View5/5/2020 12:08:00 PMDanielRBedMaterialSand
View5/5/2020 12:08:00 PMDanielRChannelEnlargement0
View5/5/2020 12:08:00 PMDanielRIsBarBedParticleNotEvaluated10
View5/5/2020 12:08:00 PMDanielRRiffleSpacingDistance245
View5/5/2020 12:08:00 PMDanielRRifflesTypeEroded
View5/5/2020 12:08:00 PMDanielRSiltClayPresentNo
View4/30/2020 3:06:00 PMTim.PhillipsDebrisJamsNumber20
View4/30/2020 3:06:00 PMTim.PhillipsDebrisJamsNumber02
View4/30/2020 3:06:00 PMTim.PhillipsFailureMeanHeight12
View4/30/2020 3:06:00 PMTim.PhillipsMassFailuresNoneOne
View4/30/2020 3:06:00 PMTim.PhillipsStraighteningStraighteningNone
View4/30/2020 3:06:00 PMTim.PhillipsMassFailuresNumber01
View4/30/2020 3:06:00 PMTim.PhillipsStraighteningNoneStraightening
View4/30/2020 3:06:00 PMTim.PhillipsStraighteningLength02270.58
View4/30/2020 3:06:00 PMTim.PhillipsFailureMeanHeight12
View4/30/2020 3:06:00 PMTim.PhillipsStraighteningLength2270.580
View4/30/2020 3:06:00 PMTim.PhillipsMassFailuresOneNone
View4/30/2020 3:06:00 PMTim.PhillipsMassFailuresNumber10
View4/30/2020 2:41:00 PMTim.PhillipsStraighteningStraighteningNone
View4/30/2020 2:41:00 PMTim.PhillipsStraighteningLength2270.580
View4/30/2020 2:41:00 PMTim.PhillipsDebrisJamsNumber20
View4/30/2020 2:40:00 PMTim.PhillipsFailureMeanHeight12
View4/30/2020 2:40:00 PMTim.PhillipsMassFailuresOneNone
View4/30/2020 2:40:00 PMTim.PhillipsMassFailuresNumber10
View4/30/2020 2:39:00 PMTim.PhillipsDebrisJamsNumber02
View4/30/2020 2:39:00 PMTim.PhillipsMassFailuresNoneOne
View4/30/2020 2:39:00 PMTim.PhillipsMassFailuresNumber01
View4/30/2020 2:39:00 PMTim.PhillipsStraighteningNoneStraightening
View4/30/2020 2:39:00 PMTim.PhillipsStraighteningLength02270.58
View4/30/2020 2:39:00 PMTim.PhillipsFailureMeanHeight12
View4/30/2020 9:14:00 AMDanielRDebrisJamsNumber20
View4/30/2020 9:13:00 AMDanielRStraighteningLength2270.580
View4/30/2020 9:13:00 AMDanielRStraighteningStraighteningNone
View4/30/2020 9:12:00 AMTim.PhillipsMassFailuresOneNone
View4/30/2020 9:12:00 AMTim.PhillipsMassFailuresNumber10
View4/30/2020 9:12:00 AMDanielRFailureMeanHeight12
View4/30/2020 9:12:00 AMDanielRMassFailuresNumber10
View4/30/2020 9:12:00 AMDanielRMassFailuresOneNone
View4/30/2020 9:12:00 AMTim.PhillipsFailureMeanHeight12
View4/30/2020 9:10:00 AMTim.PhillipsDebrisJamsNumber02
View4/30/2020 9:10:00 AMTim.PhillipsFailureMeanHeight12
View4/30/2020 9:10:00 AMTim.PhillipsMassFailuresNoneOne
View4/30/2020 9:10:00 AMTim.PhillipsMassFailuresNumber01
View4/30/2020 9:10:00 AMTim.PhillipsStraighteningNoneStraightening
View4/30/2020 9:10:00 AMTim.PhillipsStraighteningLength02270.58
View4/30/2020 8:57:00 AMDanielRDebrisJamsNumber20
View4/30/2020 8:56:00 AMDanielRStraighteningStraighteningNone
View4/30/2020 8:56:00 AMDanielRStraighteningLength2270.580
View4/30/2020 8:55:00 AMDanielRFailureMeanHeight12
View4/30/2020 8:55:00 AMDanielRMassFailuresOneNone
View4/30/2020 8:55:00 AMDanielRMassFailuresNumber10
View4/30/2020 8:53:00 AMDanielRStraighteningLength02270.58
View4/30/2020 8:53:00 AMDanielRStraighteningNoneStraightening
View4/30/2020 8:53:00 AMDanielRDebrisJamsNumber02
View4/30/2020 8:53:00 AMDanielRFailureMeanHeight12
View4/30/2020 8:53:00 AMDanielRMassFailuresNoneOne
View4/30/2020 8:53:00 AMDanielRMassFailuresNumber01
View4/30/2020 8:52:00 AMDanielRDebrisJamsNumber20
View4/30/2020 8:52:00 AMDanielRStraighteningStraighteningNone
View4/30/2020 8:52:00 AMDanielRStraighteningLength2270.580
View4/30/2020 8:51:00 AMDanielRFailureMeanHeight12
View4/30/2020 8:51:00 AMDanielRMassFailuresOneNone
View4/30/2020 8:51:00 AMDanielRMassFailuresNumber10
View4/30/2020 8:49:00 AMDanielRDebrisJamsNumber02
View4/30/2020 8:49:00 AMDanielRFailureMeanHeight12
View4/30/2020 8:49:00 AMDanielRGulliesNone
View4/30/2020 8:49:00 AMDanielRGulliesLength0
View4/30/2020 8:49:00 AMDanielRMassFailuresNoneOne
View4/30/2020 8:49:00 AMDanielRMassFailuresNumber01
View4/30/2020 8:49:00 AMDanielRStraighteningNoneStraightening
View4/30/2020 8:49:00 AMDanielRStraighteningLength02270.58
View4/27/2020 9:46:00 AMDanielRGeoAssessSensitivityVery High
View4/27/2020 9:46:00 AMDanielRrhaStreamTypeRiffle-Pool
View4/27/2020 9:46:00 AMDanielRGeoAssessConfinementUnconfined
View4/27/2020 9:46:00 AMDanielRChannelEvolutionModelF
View4/27/2020 9:46:00 AMDanielRChannelEvolutionStageIII
View4/27/2020 9:46:00 AMDanielRGeoAssessConditionFair
View4/27/2020 9:42:00 AMDanielRBarPointNumber3
View4/27/2020 9:42:00 AMDanielRBarSideNumber5
View4/27/2020 9:42:00 AMDanielRBarDeltaNumber1
View4/27/2020 9:42:00 AMDanielRBarDiagonalNumber1
View4/27/2020 9:42:00 AMDanielRBarMidNumber3
View4/27/2020 9:41:00 AMDanielRGulliesNone
View4/27/2020 9:41:00 AMDanielRGulliesLength0
View4/27/2020 9:41:00 AMDanielRTypicalBankSlopeModerate
View4/27/2020 9:41:00 AMDanielRBridgeCulvertAssessmentYes
View4/27/2020 9:41:00 AMDanielRFlowStatusModerate
View4/27/2020 9:41:00 AMDanielRChannelCanopyOpen
View4/10/2020 9:53:00 AMTim.PhillipsStraighteningStraighteningNone
View4/10/2020 9:53:00 AMTim.PhillipsStraighteningLength2270.580
View4/10/2020 9:53:00 AMTim.PhillipsDebrisJamsNumber20
View4/10/2020 9:52:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 9:52:00 AMTim.PhillipsMassFailuresOneNone
View4/10/2020 9:52:00 AMTim.PhillipsMassFailuresNumber10
View4/10/2020 9:52:00 AMTim.PhillipsDebrisJamsNumber02
View4/10/2020 9:52:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 9:52:00 AMTim.PhillipsMassFailuresNoneOne
View4/10/2020 9:52:00 AMTim.PhillipsMassFailuresNumber01
View4/10/2020 9:52:00 AMTim.PhillipsStraighteningNoneStraightening
View4/10/2020 9:52:00 AMTim.PhillipsStraighteningLength02270.58
View4/10/2020 9:50:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 9:50:00 AMTim.PhillipsMassFailuresOneNone
View4/10/2020 9:50:00 AMTim.PhillipsMassFailuresNumber10
View4/10/2020 9:50:00 AMTim.PhillipsStraighteningLength2270.580
View4/10/2020 9:50:00 AMTim.PhillipsStraighteningStraighteningNone
View4/10/2020 9:50:00 AMTim.PhillipsDebrisJamsNumber20
View4/10/2020 9:49:00 AMTim.PhillipsDebrisJamsNumber02
View4/10/2020 9:49:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 9:49:00 AMTim.PhillipsMassFailuresNoneOne
View4/10/2020 9:49:00 AMTim.PhillipsMassFailuresNumber01
View4/10/2020 9:49:00 AMTim.PhillipsStraighteningNoneStraightening
View4/10/2020 9:49:00 AMTim.PhillipsStraighteningLength02270.58
View4/10/2020 9:27:00 AMTim.PhillipsDebrisJamsNumber20
View4/10/2020 9:26:00 AMTim.PhillipsDebrisJamsNumber02
View4/10/2020 9:26:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 9:26:00 AMTim.PhillipsMassFailuresNoneOne
View4/10/2020 9:26:00 AMTim.PhillipsMassFailuresNumber01
View4/10/2020 9:26:00 AMTim.PhillipsStraighteningNoneStraightening
View4/10/2020 9:26:00 AMTim.PhillipsStraighteningLength02270.58
View4/10/2020 9:26:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 9:26:00 AMTim.PhillipsMassFailuresOneNone
View4/10/2020 9:26:00 AMTim.PhillipsMassFailuresNumber10
View4/10/2020 9:26:00 AMTim.PhillipsStraighteningStraighteningNone
View4/10/2020 9:26:00 AMTim.PhillipsStraighteningLength2270.580
View4/10/2020 9:00:00 AMTim.PhillipsStraighteningStraighteningNone
View4/10/2020 9:00:00 AMTim.PhillipsStraighteningLength2270.580
View4/10/2020 9:00:00 AMTim.PhillipsDebrisJamsNumber20
View4/10/2020 9:00:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 9:00:00 AMTim.PhillipsMassFailuresOneNone
View4/10/2020 9:00:00 AMTim.PhillipsMassFailuresNumber10
View4/10/2020 8:59:00 AMTim.PhillipsDebrisJamsNumber02
View4/10/2020 8:59:00 AMTim.PhillipsFailureMeanHeight12
View4/10/2020 8:59:00 AMTim.PhillipsMassFailuresNoneOne
View4/10/2020 8:59:00 AMTim.PhillipsMassFailuresNumber01
View4/10/2020 8:59:00 AMTim.PhillipsStraighteningNoneStraightening
View4/10/2020 8:59:00 AMTim.PhillipsStraighteningLength02270.58
View4/9/2020 2:40:00 PMDanielRDetritusPercent0
View4/9/2020 2:40:00 PMDanielRFloodAffectedCrossSectionCommentsNULL
View4/9/2020 2:40:00 PMDanielRFloodproneWidth86.4
View4/9/2020 2:40:00 PMDanielRIsBarBedParticleNotEvaluated0 
View4/9/2020 2:40:00 PMDanielRIsBarParticleNotApplicable0 
View4/9/2020 2:40:00 PMDanielRIsBedParticleNotApplicable0 
View4/9/2020 2:40:00 PMDanielRIsRiffleSpacingApplicable 
View4/9/2020 2:40:00 PMDanielRMaximumDepth4.2
View4/9/2020 2:40:00 PMDanielRMeanDepth1.98
View4/9/2020 2:40:00 PMDanielRRecentlyAbandonedFloodplain9.4
View4/9/2020 2:40:00 PMDanielRWereChannelDimensionsSignificantlyChangedByHumansInReponseToMajorFlooding 
View4/9/2020 2:40:00 PMDanielRWereChannelDimensionsSignificantlyChangedByMajorFlooding 
View4/9/2020 2:40:00 PMDanielRBankfullWidth63.8
View4/9/2020 7:34:00 AMTim.PhillipsFailureMeanHeight12
View4/9/2020 7:34:00 AMTim.PhillipsMassFailuresOneNone
View4/9/2020 7:34:00 AMTim.PhillipsMassFailuresNumber10
View4/9/2020 7:34:00 AMTim.PhillipsStraighteningStraighteningNone
View4/9/2020 7:34:00 AMTim.PhillipsStraighteningLength2270.580
View4/9/2020 7:34:00 AMTim.PhillipsDebrisJamsNumber20
View4/9/2020 7:33:00 AMTim.PhillipsMassFailuresNoneOne
View4/9/2020 7:33:00 AMTim.PhillipsMassFailuresNumber01
View4/9/2020 7:33:00 AMTim.PhillipsStraighteningNoneStraightening
View4/9/2020 7:33:00 AMTim.PhillipsFailureMeanHeight12
View4/9/2020 7:33:00 AMTim.PhillipsDebrisJamsNumber02
View4/9/2020 7:33:00 AMTim.PhillipsStraighteningLength02270.58
View4/8/2020 2:52:00 PMTim.PhillipsDebrisJamsNumber20
View4/8/2020 2:51:00 PMTim.PhillipsStraighteningLength2270.580
View4/8/2020 2:51:00 PMTim.PhillipsStraighteningStraighteningNone
View4/8/2020 2:51:00 PMTim.PhillipsMassFailuresNumber10
View4/8/2020 2:51:00 PMTim.PhillipsMassFailuresOneNone
View4/8/2020 2:51:00 PMTim.PhillipsFailureMeanHeight12
View4/8/2020 2:24:00 PMTim.PhillipsFlowRegUpDownStreamNone
View4/8/2020 2:24:00 PMTim.PhillipsFlowRegTypeNone
View4/8/2020 11:16:00 AMTim.PhillipsDebrisJamsNumber20
View4/8/2020 11:16:00 AMTim.PhillipsStraighteningLength2270.580
View4/8/2020 11:16:00 AMTim.PhillipsStraighteningStraighteningNone
View4/8/2020 11:16:00 AMTim.PhillipsMassFailuresNumber10
View4/8/2020 11:16:00 AMTim.PhillipsMassFailuresOneNone
View4/8/2020 11:16:00 AMTim.PhillipsFailureMeanHeight12
View4/8/2020 9:34:00 AMTim.PhillipsDebrisJamsNumber20
View4/8/2020 9:34:00 AMTim.PhillipsStraighteningLength2270.580
View4/8/2020 9:34:00 AMTim.PhillipsStraighteningStraighteningNone
View4/8/2020 9:34:00 AMTim.PhillipsMassFailuresNumber10
View4/8/2020 9:34:00 AMTim.PhillipsMassFailuresOneNone
View4/8/2020 9:34:00 AMTim.PhillipsFailureMeanHeight12
View4/7/2020 8:55:00 AMTim.PhillipsMassFailuresNumber10
View4/7/2020 8:55:00 AMTim.PhillipsMassFailuresOneNone
View4/7/2020 8:55:00 AMTim.PhillipsFailureMeanHeight12
View4/6/2020 2:50:00 PMDanielRIsQC2Passed107375840016576