20171605 Ver 1_Daniels Creek MY2 -Draft - Reduced_20221216

ID#* 20171605
Select Reviewer:
Erin Davis
Initial Review Completed Date 12/21/2022
Mitigation Project Submittal - 12/16/2022
Version* 1
Is this a Prospectus, Technical Proposal or a New Site?*
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Jason Lorch
Project Information
ID#:* 20171605
Existing ID#
Project Type: DMS • Mitigation Bank
Project Name: Daniels Creek Mitigation Site
County: Harnett
Document Information
O Yes O No
Email Address:*
[e-mail]
Version:* 1
Existing Version
Mitigation Document Type:*
Mitigation Monitoring Report
File Upload: Daniels Creek MY2 -Draft - Reduced.pdf 22.93MB
Please upload only one PDF of the complete file that needs to be submitted...
Signature
Print Name:* Jason Lorch
Signature: *

December15,2022
U.S.ArmyCorpsofEngineers
RegulatoryDivision
3331HeritageTradeDrive,Suite105
WakeForest,NC27587
Attention:KimIsenhour
Subject:ActionIDNo.SAW201700998
MiddleCapeFearUmbrellaMitigationBankΑDanielsCreekMitigationSite
Third(MonitoringYear1Completion)andFourthCreditRelease(MonitoringYear2Completion)
DearMs.Isenhour:
ThiscorrespondenceisinreferencetotheDanielsCreekMitigationSite,partoftheMiddleCapeFearUmbrella
MitigationBank.The56.144acresiteisintheCapeFear04CatalogingUnit(03030004),northofthe
intersectionofSeminoleRoadandUS421,inHarne
ttCounty,NorthCarolina.Thepurposeofthisletteristo
requestthefourthreleaseofcredits(Year2MonitoringComplete)andtheremainderofthethirdreleaseof
credits(Year1MonitoringComplete)forthemitigationSite.
.
MonitoringYear2(MY2)SiteassessmentswereconductedbetweenFebruary2022andDecember2022
Overall,theSiteisingoodconditionandfunctioningasintended.Thirtynineoutof45vegetationplotsmetthe
MY3interimstemdensityrequirement.Theareasrepresentedbyplotswithlesserstemdensitiesarerelatively
smallandasupplementalplantingwillbeperformedin2023tobooststemdensity.Invasivevegetationhas
beentreatedandadditionaltreatmentmaybenecessaryduringfuturemonitoringyears.Visualassessmentand
geomorphicsurveyindicatethatprojectstreamsarestableandwellfunctioningaquaticresources.Bankfull
eventswereobservedon4ofthe6subjectstreams.Eachintermittentstreamhasrecordedgreaterthan30
consecutivedaysofflowduringeachmonitoringyeartodate.Twelveoutofthe18groundwatermonitoring
wellsachievedthehydroperiodsuccesscriterionduringMY2.Abnormallydryprecipitationconditionslikely
contributedtomanyofthe6groundwatergaugesrecordinghydroperiodsbelow13%.Noeasement
encroachmentoccurredduringMY2.Alleasementcrossingsareingoodcondition,stable,andprovideaccessto
adjacentagriculturalareaswhileexcludinglivestockandprohibitedactivities.
MonitoringYear1siteassessmentsshowedthat5outof18groundwatergaugemetthehydroperiodsuccess
criterionandthat41outof45vegetationplotsmettheinterimsuccesscriterionof320stemsperacre.There
wasalsoarepairto98linearfeetofstreamchannelthatisnowstable.Duetothesefactors,theentire10%
creditreleaseforriparianandnonriparianwetlandcreditsalongwith2%oftheoriginallyscheduled10%stream
creditswerewithheldfromthethirdcreditrelease.
PursuanttotheUmbrellaMitigationBankingInstrumentandthesitespecificDanielsCreekMitigationSiteFinal
MitigationPlan,successfulcompletionofMY2activitiesanddemonstrationthatinterimperformancestandards
arebeingmetforallparcelswithinthebankgrantstenpercent(10%)ofthemitigationƭźƷĻ͸ƭtotalstream
mitigationcreditandtenpercent(10%)oftheƭźƷĻ͸ƭtotalriparianandnonriparianwetlandcreditsbeavailable
forsale.Inaddition,wearerequestingtheremainderofthethirdcreditreleasebeavailableforsale.This
includes10%ofriparianandnonriparianwetlandcredits,alongwiththeremaining2%ofstreammitigation
credits.Therefore,wearerequesting1,418.8streamcredits(SMUs),2.784riparianwetlandcredits,and0.078
nonriparianwetlandcreditsbereleased.
Wildlands Engineering, Inc. phone [phone] 312 West Millbrook Road, Suite 225 Raleigh, NC 27609

Pleasecontactmeat9198519986x103ifyouhaveanyquestions.
Thankyou,
JohnHutton
VicePresident
Wildlands Engineering, Inc. phone [phone] 312 West Millbrook Road, Suite 225 Raleigh, NC 27609

Date
8/30/20214/13/2022
11/19/2019
Actual Release
4
Date
Dec-24Dec-25Dec-26Dec-27Varies
Mar-23Mar-24
Projected
Release Date
NANANANANANANANANANA
Coastal
Credits
NANANA
10%
15%15%10%15%20%15%
Releases
Scheduled
Non-Forested Wetland
0303000420192/3/2022
Harnett
NA
0.0200.020
0.0590.0590.0000.0780.0590.0590.038 0.118
Credits
Coastal
Wetland
Non-Riparian
Non-Forested
NA
0.3920.392
Riparian
Non-RiparianNon-Riverine
County:8-Digit HUC:Year Project Instituted:Date Prepared:
NA
0.6960.696
2.0802.0970.0002.7842.0882.0891.393 4.177
Riparian
Riparian Riverine
Forested Wetland Credits
Non-Riverine
Forested Wetland Credits
5%5%NA
40%
15%15%10%10%15%15%10%
13.92313.923
Riparian Riverine
Releases
Scheduled
Current and Future Credit Releases
Cold Cold
WaterWater
Cool Cool
Wilmington District Mitigation Bank Credit Release Schedule
WaterWater
Total Potential Credits
Stream Credits
986.0
601.2601.2
1,842.01,765.21,418.81,202.41,202.41,202.41,202.4 4,593.2
Stream Credits
12,280.0 12,024.0
Warm WaterWarm Water
5%5%
10%40%
15%15%10%10%10%10%10%
Releases
Scheduled
Middle Cape Fear Umbrella Mitigation Bank:Daniels Creek Mitigation SiteWildlands Holdings IV, LLCSAW-2017-0099817-1605
Signature of Wilmington District Official Approving Credit Release
1, 2
4
3
Credit Classification
2 (Year 0/As-Built)
Potential Credits from As-Built Survey
Potential Credits from Mitigation Plan
3 (Year 1 Monitoring)4 (Year 2 Monitoring)5 (Year 3 Monitoring)6 (Year 4 Monitoring)7 (Year 5 Monitoring)8 (Year 6 Monitoring)9 (Year 7 Monitoring)
Credit Release Milestone
Stream Bankfull Standard
Total Credits Release to Date
1 (Bank/Site Establishment)
Project Name:Sponsor Name:USACE Action ID:NCDWR Action ID:Contingencies (if any): None 1 - The first credit release milestone is based on the potential credits stated in the approved
mitigation plan.2 - The first credit release shall occur upon establishment of the mitigation bank, which includes the following criteria: 1) Execution of the MBI or UMBI by the
Sponsor and the USACE; 2) Approval of the final Mitigation Plan; 3) Mitigation bank site must be secured; 4) Delivery of the financial assurances described in the Mitigation
Plan; 5) Recordation of the long-term protection mechanism and title opinion acceptable to the USACE; 6) 404 permit verification for construction of the site, if required.3
- The second credit release is based on the credit totals from the as-built survey, and may differ slightly from the credit totals stated in the mitigation plan.4 - A 10% reserve of
credits to be held back until the bankfull event performance standard has been met.

MiddleCapeFearUmbrellaMitigationBank
MONITORINGYEAR2
DanielsCreekMitigationSite
ANNUALREPORT
HarnettCounty,NC
CapeFearRiverBasin
December2022
HUC03030004
USACEActionIDNo.SAW201700998
NCDWRIDNumber20171605V1
DataCollectionDates:February2022December
2022
PREPAREDFOR:
TheNorthCarolinaInteragencyReviewTeam(IRT)
USACEProjectManager:KimIsenhour
3331HeritageTradeDrive,Suite105
WakeForest,NC27587

PREPAREDBY:
WildlandsEngineering,Inc.
312WestMillbrookRoad,Suite225
Raleigh,NC27609
JasonLorch
[e-mail]
Phone:[phone]

DANIELSCREEKMITIGATIONSITE
MonitoringYear2AnnualReport
TABLEOFCONTENTS
Section1:PROJECTOVERVIEW........................................................................................................11
1.1ProjectQuantitiesandCredits...................................................................................................11
1.2ProjectGoalsandObjectives.....................................................................................................14
1.3ProjectAttributes.......................................................................................................................15
Section2:MONITORINGYEAR2DATAASSESSMENT........................................................................21
2.1VegetativeAs
sessment..............................................................................................................21
2.2VegetationAreasofConcern.....................................................................................................21
2.3StreamAssessment....................................................................................................................21
2.4StreamAreasofConcern...........................................................................................................22
2.5HydrologyAssessment...............................................................................................................22
2.6WetlandAssessment..................................................................................................................23
2.7MonitoringYear2Summary......................................................................................................23
Section3:REFERENCES....................................................................................................................31
TABLES
Table1:ProjectQuantitiesandCredits.....................................................................................................11
Table2:Goals,PerformanceCriteria,andFunctionalImprovements......................................................14
Table3:ProjectAttributes.........................................................................................................................16
FIGURES
Figure11.5CurrentConditionPlanView
APPENDICES
AppendixAVisualAssessmentData
Table4VisualStreamMorphologyStabilityAssessmentTable
onditionAssessmentTable
Table5VegetationC
StreamPhotographs
StreamCrossingPhotographs
StreamRepairPhotographs
VegetationPlotPhotographs
GroundwaterGaugePhotographs
AppendixBVegetationPlotData
Table6VegetationPerformanceStandardsSummaryTable
Table7aFixedPlot:PlantedStemCounts
Table7bRandomPlot:PlantedandTotalStemCounts
AppendixCStreamGeomorphologyData
CrossSectionPlots
Table8CrossSectionMorphologyMonitoringSummary
AppendixDHydrologyData
Table9BankfullEvents
Table10RainfallSummary
Table11RecordedInStreamFlowEventsSummary
DanielsCreekMitigationSite
MonitoringYear2AnnualReporti

RecordedInStreamFlowEventsPlots
Table12GroundwaterGaugeSummary
GroundwaterGaugePlots
SoilTemperaturePlots
AnnualDroughtConditionsPlot
AppendixEProjectTimelineandContactInfo
Table13ProjectActivityandReportingHistory
Table14ProjectContactTable
DanielsCreekMitigationSite
MonitoringYear2AnnualReportii

Section1:PROJECTOVERVIEW
TheDanielsCreekMitigationSite(Site)isinHarnettCountynearthetownofBroadway,NorthCarolina.
TheSiteissituatedontheboundaryofthePiedmontandInnerCoastalPlainphysiographicprovincesof
NorthCarolina.Table3presentsinformationrelatedtotheprojectattributes.
1.1ProjectQuantitiesandCredits
MitigationworkonSiteincludesrestoration,enhancementI,andenhancementIIofperennialand
intermittentstreamsalongwithrestoration,rehabilitation,andenhancementofwetlands.Table1
belowshowsstreamcreditsbyreachandthetotalamountofstreamcreditsexpectedatcloseout.
Table1:ProjectQuantitiesandCredits
PROJECTMITIGATIONQUANTITIES
ProjectMitigationAsBuiltMitigationRestorationMitigation
CreditsComments
SegmentPlanFootageFootageCategoryLevelRatio(X:1)
Stream
DanielsFullChannelRestoration,Fencing
373366WarmR1.0373.000
CreekR1OutLivestock
FullChannelRestoration,Fencing
366369WarmR1.0366.000
OutLivestock
Daniels
6060N/AN/AN/AN/AInternalCrossing
CreekR2
FullChannelRestoration,Fencing
7268WarmR1.072.000
OutLivestock
FullChannelRestoration,Fencing
818842WarmR1.0818.000
OutLivestock
Daniels
6060N/AN/AN/AN/AInternalCrossing
CreekR3
FullChannelRestoration,Fencing
425431WarmR1.0425.000
OutLivestock
DanielsFullChannelRestoration,Fencing
1,0411,074WarmR1.01,041.000
CreekR4OutLivestock
DanielsFullChannelRestoration,Fencing
163204WarmR1.0163.000
CreekR5OutLivestock
FullChannelRestoration,Fencing
390496WarmR1.0390.000
OutLivestock
T1R1
3938N/AN/AN/AN/AInternalCrossing
9899N/AN/AN/AN/AInternalCrossing
T1R2
BankStabilization,FencedOut
4040WarmE22.516.000
Livestock
BankStabilization,FencedOut
247247WarmE22.598.800
Livestock
T1R34848N/AN/AN/AN/AInternalCrossing
BankStabilization,FencedOut
8383WarmE22.533.200
Livestock
DanielsCreekMitigationSite
MonitoringYear2AnnualReport11

PROJECTMITIGATIONQUANTITIES
ProjectMitigationAsbuiltMitigationRestorationMitigation
CreditsComments
SegmentPlanFootageFootageCategoryLevelRatio(X:1)
Stream
FullChannelRestoration,Fencing
813816WarmR1.0813.000*
OutLivestock
T1R46060N/AN/AN/AN/AInternalCrossing
FullChannelRestoration,Fencing
245246WarmR1.0245.000
OutLivestock
FullChannelRestoration,Fencing
T1R5716739WarmR1.0716.000
OutLivestock
BankStabilization,FencedOut
T1A285285WarmE22.5114.000
Livestock
FullChannelRestoration,Fencing
T2R1260257WarmR1.0260.000
OutLivestock
FullChannelRestoration,Fencing
T2R2198200WarmR1.0198.000
OutLivestock
BankStabilization,FencedOut
T3R1401401WarmE22.5160.400
Livestock
FullChannelRestoration,Fencing
417427WarmR1.0417.000
OutLivestock
T3R23535N/AN/AN/AN/AInternalCrossing
FullChannelRestoration,Fencing
510518WarmR1.0510.000
OutLivestock
BankStabilization,FencedOut
T3A168168WarmE22.567.200
Livestock
FullChannelRestoration,Fencing
1,0291,039WarmR1.01,029.000
OutLivestock
T4R1
4040N/AN/AN/AN/AInternalCrossing
FullChannelRestoration,Fencing
T4R2538530WarmR1.0538.000
OutLivestock
BankStabilization,FencedOut
T5R1240240WarmE22.596.000
Livestock
FullChannelRestoration,Fencing
T5R2385386WarmR1.0385.000
OutLivestock
BankStabilization,FencedOut
T6R1612612WarmE22.5244.800
Livestock
FullChannelRestoration,Fencing
1818WarmR1.018.000
OutLivestock
T6R23535N/AN/AN/AN/AInternalCrossing
FullChannelRestoration,Fencing
250249WarmR1.0250.000
OutLivestock
RaisedStreamProfileStabilization,
T71,2351,241WarmE11.5823.330
FencedOutLivestock
DanielsCreekMitigationSite
MonitoringYear2AnnualReport12

PROJECTMITIGATIONQUANTITIES
ProjectMitigationAsbuiltMitigationRestorationMitigation
CreditsComments
SegmentPlanFootageFootageCategoryLevelRatio(X:1)
Stream
RaisedStreamProfileStabilization,
T8R1308309WarmE11.5205.330
FencedOutLivestock
FullChannelRestoration,Fencing
T8R2450460WarmR1.0450.000
OutLivestock
BankStabilization,FencedOut
T9658658WarmE22.5219.333
Livestock,InvasiveRemoval
BankStabilization,FencedOut
T9A365365WarmE22.5121.667
Livestock,InvasiveRemoval
BankStabilization,FencedOut
T10R1500**600WarmE22.5166.667**
Livestock,InvasiveRemoval
BankStabilization,FencedOut
T10R2401401WarmE22.5133.667
Livestock,InvasiveRemoval
BankStabilization,FencedOut
T10A142142WarmE22.547.333
Livestock,InvasiveRemoval
Total:12,024.727*
WETLANDS
Wetland
8.6118.611RiparianEnhancement5.01.722Planting,CattleExclusion
Enhancement
Wetland
1.7021.702RiparianEnhancement3.00.567Planting,CattleExclusion
Enhancement
Wetland
0.1650.165RiparianRehabilitation1.50.110Planting,CattleExclusion
Rehabilitation
Wetland
11.52411.524RiparianRestoration1.011.524Planting,CattleExclusion
Restoration
Wetland
0.8970.897NonRiparianEnhancement5.00.179Planting,CattleExclusion
Enhancement
Wetland
0.2170.217NonRiparianEnhancement3.00.072Planting,CattleExclusion
Enhancement
Wetland
0.1120.112NonRiparianRehabilitation1.50.075Planting,CattleExclusion
Rehabilitation
WetlandPlanting,SiteGrading,Cattle
0.0660.066NonRiparianRestoration1.00.066
RestorationExclusion
Total:14.315
*StreamcreditsweremiscalculatedforT1R4intheMitigationPlanbutwereupdatedforAsBuilt.
**Braidedchannelsovalleylengthusedforcreditcalculation.
DanielsCreekMitigationSite
MonitoringYear2AnnualReport13

StreamRiparianWetlandNonRiparian
RestorationLevel
Wetland
WarmRiverine
Restoration9,477.000*11.5240.066
EnhancementI1,028.660
EnhancementII1,519.067
Rehabilitation0.1100.075
2.2890.251
Enhancement
13.9230.392
Totals12,024.727*
TotalStreamCredit12,024.727*
TotalWetlandCredit14.315
*StreamcreditsweremiscalculatedforT1R4intheMitigationPlanandupdatedforAsBuilt.
1.2ProjectGoalsandObjectives
Theprojectisintendedtoprovidenumerousecologicalbenefits.Table2belowdescribesexpected
outcomestowaterqualityandecologicalprocessesandprovidesprojectgoalsandobjectives.
Table2:Goals,PerformanceCriteria,andFunctionalImprovements
Cumulative
Objective/Performance
GoalLikelyFunctionalUpliftMeasurementMonitoring
TreatmentCriteria
Results
Constructstream
channelsthatwill
SignificantlyreduceNomajor
maintainastableERstaysover2.2
sedimentandphosphorusdeviationsfrom
patternandprofileandBHRbelow
Improvethe
inputsfrombankerosion.Crosssectiondesign.Cross
consideringthe1.2withvisual
stabilityofReduceshearstressonmonitoringandsectionsshow
hydrologicandassessments
streamvisual
channelboundary.streamsare
sedimentinputstoshowing
channels.Supportallstreaminspections.stableand
thesystem,theprogression
functionsabovefunctioningas
landscapesetting,towardsstability.
hydrology.designed.
andthewatershed
conditions.
Visuallyinspect
Reduceandcontrol
Implementcattletheperimeterof
sedimentinputs;reduce
ExcludecattleexclusionmeasuresPreventcattletheSiteto
andmanagenutrient
Nocattle
fromprojectaroundconservationfromenteringensureno
inputs;reduceandencroachments.
streams.easementsadjacenttheeasement.easement
managefecalcoliform
tocattlepastures.encroachmentis
inputs.
occurring.
Installhabitat
Increaseanddiversify
featuressuchas
availablehabitatsfor
constructedriffles,
macroinvertebrates,fish,Thereisno
cover/lunkerlogs,
Improveinrequired
andamphibiansleading
andbrushtoesinto
streamtocolonizationandperformanceN/AN/A
restored/enhanced
habitat.increaseinbiodiversitystandardforthis
streams.Addwoody
overtime.Addmetric.
materialstochannel
complexityincludingLWD
beds.Constructpools
tostreams.
ofvaryingdepth.
DanielsCreekMitigationSite
MonitoringYear2AnnualReport14

Cumulative
Objective/Performance
GoalLikelyFunctionalUpliftMeasurementMonitoring
TreatmentCriteria
Results
DanielsCreek
RaisewatertableandFourbankfull
R4,T1R4,T3R2,
hydrateriparianeventsin
andT7obtained
Reconstructstreamwetlands.Allowfloodseparateyears
ReconnectCrestgaugesbankfullevents
channelswithflowstodisperseonthe
within
channelswithand/orpressureinMY2.T1R1,
appropriatebankfullfloodplain.Hydrologically
monitoring
floodplainstransducersT2R1,T5R2,
dimensionsandconnectstreamandperiod.
andriparianrecordingflowandT8R1
depthrelativetoriparianwetlands.30consecutive
wetlands.elevations.
exceeded30
existingfloodplain.Supportgeomorphologydaysofflowfor
daysof
andhigherlevelintermittent
consecutiveflow
functions.channels.
duringMY2.
FreeDuringMY2,12
Restoreriparian
groundwater18groundwateroutof18
wetlandand
surfacewithin12gaugesequippedgroundwater
associatedsoil
Restore
Raiselocalgroundwaterinchesofthewithpressuregaugeshad
structurebyraising
wetlandtransducersare
elevations.Periodicallygroundsurfacegroundwater
streambeds,
hydrology,%(35locatedin
inundatefloodplainfor13within12inches
pluggingexisting
soils,andplantwetlandsandvernaldays)oftherepresentativeoftheground
ditches,removing
communities.pools.growingseasonwetlandareassurfacefor13%
livestockimpacts,
undernormalandmonitored(35days)ofthe
andplantingnative
precipitationannually.growingseason
wetlandspecies.
conditions.consecutively.
Survivalrateof
Reducesedimentinputs
320stemsper
frombankerosionandOnehundred
acreatMY3,260
Restoreand
Plantnativetreeandrunoff.Increasenutrientsquaremeter39ofthe45
plantedstems
enhanceunderstoryspeciesincyclingandstorageinvegetationplotsvegetationplots
peracreatMY5,
nativeriparianzoneandfloodplain.Providehaveaplanted
areplacedon2%
and210stems
floodplainandplantappropriatestemdensity
riparianhabitat.Addaoftheplanted
peracreatMY7.
streambankspeciesonsourceofLWDandareaoftheSitegreaterthan320
Height
vegetation.streambank.organicmaterialtoandmonitoredstemsperacre.
requirementis7
stream.Supportallannually.
feetatMY5and
streamfunctions.
10feetatMY7.
Visuallyinspect
PermanentlyEnsurethatdevelopmenttheperimeterof
Establish
protecttheandagriculturalusesthatPreventtheSiteto
conservation
Noeasement
projectSitewoulddamagetheSiteoreasementensureno
easementsontheencroachments.
fromharmfulreducethebenefitsoftheencroachment.easement
Site.
uses.projectareprevented.
encroachmentis
occurring.
1.3ProjectAttributes
PriortoconstructionstreamandwetlandstressorsattheSiteincludedlivestockaccessandditching.
Streamchannelsweregenerallyincised,unstable,lackingbedformdiversity,andlackingadequate
riparianbuffers.AgriculturallandconditionsonSitehadremainedconsistentsince1992.Beginningin
theearlyВЉ͸ƭͲmuchoftheSitewasconvertedfromtimberlandtopastureland.Table3belowandTable
8inAppendixCpresentadditionalinformationonprerestorationconditions.
DanielsCreekMitigationSite
MonitoringYear2AnnualReport15

Table3:ProjectAttributes
PROJECTINFORMATION
DanielsCreekMitigation
ProjectNameCountyHarnettCounty
Site
ProjectArea(acres)56.144ProjectCoordinates
ЌЎπЋЏ͸ЌЌ͵ВВδb79°1'39.81"W
PROJECTWATERSHEDSUMMARYINFORMATION
NorthernOuterPiedmont
Physiographic
RiverBasinCapeFear
Province&RollingCoastalPlain
USGSHUC8digit03030004USGSHUC14digit03030004010020
64%ManagedHerbaceous,24%
DWRSubbasin030607LandUseClassification
Forested,12%Developed
ProjectDrainage
986PercentageofImperviousArea2.3%
Area(acres)
RESTORATIONTRIBUTARYSUMMARYINFORMATION
ParametersDanielsCreekT1T2T3T4
Preprojectlength(feet)3,6362,6705861,2051,367
Postproject(feet)*3,4742,9124571,3811,609
Drainagearea(acres)89631394348
Perennial(P),Intermittent(I),Ephemeral(E)PP/IP/IPP
DWRWaterQualityClassificationC
DominantEvolutionaryclass(Simon)VVI/VIVIVIV
ParametersT5T6T7T8
Preprojectlength(feet)6249621,249787
Postproject(feet)*6269141,241769
Drainagearea(acres)71748013
Perennial,Intermittent,EphemeralP/IPPP/I
DWRWaterQualityClassificationC
DominantEvolutionaryclass(Simon)IIIIVIVIV
REGULATORYCONSIDERATIONS
ParametersApplicable?Resolved?SupportingDocumentation
WateroftheUnitedStatesSection404YesYes
USACENationwidePermitNo.27andDWQ
401WaterQualityCertificationNo.4134.
WateroftheUnitedStatesSection401YesYes
EndangeredSpeciesActYesYes
CategoricalExclusioninMitigationPlan
(Wildlands,2019)
HistoricPreservationActYesYes
CoastalZoneManagementAct(CZMAorCAMA)N/AN/AN/A
EssentialFisheriesHabitatN/AN/AN/A
*Postproject(feet)forstreamswithbothRestorationandEnhancementincludebothintotallengthlisted.Crossingswerealsoincludedinthetotal
lengthforcomparisontopreprojectlengths.
DanielsCreekMitigationSite
MonitoringYear2AnnualReport16

Section2:MONITORINGYEAR2DATAASSESSMENT
AnnualmonitoringandsitevisitswereconductedduringMY2toassesstheconditionoftheproject.The
vegetationandstreamsuccesscriteriafortheSitefollowtheapprovedsuccesscriteriapresentedinthe
MitigationPlan(Wildlands,2019).Performancecriteriaforvegetation,stream,andhydrologic
assessmentareinSection1.2Table2:Goals,PerformanceCriteria,andFunctionalImprovements.
MethodologyforannualmonitoringispresentedintheMY0AnnualReport(Wildlands,2021).
2.1VegetativeAssessment
TheMY2vegetativesurveywascompletedinAugust2022.Outof45vegetationplots,39mettheMY3
interimrequirementof320plantedstemsperacre.FourofthesixplotswhichdidnotmeettheMY3
criteriumarestillontracktomeetthefinalstemdensitycriterium.Fixedvegetationplotsexhibited
stemdensitiesrangingfrom0to647plantedstemsperacre,withanaveragestemdensityof399
plantedstemsperacre.RandomVegetationplotsexhibitedstemdensitiesrangingfrom283to809
stemsperacre,withanaveragestemdensityof510stemsperacre.The39plotswhichmetthedensity
criteriumshowhighdiversitywithanaveragespeciescountof6andmodeof7.Herbaceousvegetation
isabundantacrosstheSiteandtheriparianhabitatisreducingnutrientrunofffromthecattlefields
outsidetheeasementandstabilizingstreambanks.RefertoAppendixAforVegetationPlotPhotographs
andtheVegetationConditionAssessmentTableandAppendixBforVegetationPlotData.
2.2VegetationAreasofConcern
DuringMY1,areasalongtheouteredgeoftheconservationeasementonT5andT4weredominatedby
coastalbermudagrass(Cynodondactylon).DuringMY2,additionalareaswithintheeasementwere
impactedbycoastalbermudagrassspread.Approximately3.22acresweresprayedwithherbicidein
May2022andimmediatelyseededwithamixtureofbigtoplovegrass(Eragrostishirsutus),little
bluestem(Schizachyriumscoparium),Indiangrass(Sorghastrumnutans),redtoppanicgrass(Panicum
rigidulum),blackeyedsusan(Rudbeckiahirta),plainscoreopsis(Coreosistinctoria),andpartridgepea
(chamaecristafasciculata).Another0.15acreareaalongT4R1wasseededinJune2022withthesame
mixasabove.SeedingmeasuresalongT4R1weresuccessfulinimprovingherbaceouscover.
Coastalbermudagrassistheprimaryvegetationinthecattlepasturessurroundingtheeasements;
however,Wildlandsanticipatesthattheplantedtreesandnativeherbaceousmixappliedtothetreated
areaswithintheconservationeasementwilloutcompetecoastalbermudagrassgoingforward.
Additionally,Wildlandswillmonitorandtreatcoastalbermudagrasspatchesasnecessaryinfuture
monitoringyears.
Areaspreviouslydominatedbycoastalbermudagrassexperiencedhigh,butlocalized,stemmortality
duringMY1.Toaddressthis,asupplementalplantingwilloccurwithintheseareasduringthewinterof
2023.Treespeciesselectedwillbethoseapprovedinthemitigationplan(Wildlands,2019).Additional
areaswherestemdensityislessthandesirablewillalsobeincludedinthesupplementalplantingto
ensuretheSiteisontracktomeetthefinaldensitycriteriumof210stemsperacre.Theareasproposed
forsupplementalplantingtotal9.49acres,whichislessthan20%oftheoriginal54plantedacres.
Detailsincludingspeciescomposition,density,andlocationswillbeapprovedbytheIRTpriorto
implementation.SeetheCurrentConditionPlanView(Figures1.11.4)fordetailsonproposed
supplementalplantinglocations.
2.3StreamAssessment
MorphologicalsurveysforMY2wereconductedinMay2022.AllstreamswithintheSitearestableand
functioningasdesigned.All25crosssectionsattheSiteshowlittletonochangefromdesigninthe
DanielsCreekMitigationSite
MonitoringYear2AnnualReport21

bankfullareaandwidthtodepthratio.Bankheightratiosarelessthan1.2.Visualassessmentsindicate
thatinstreamstructureshaveremainedstable.Instreamvegetationcausedveryminorsediment
accumulationinafewofthecrosssectionsduringMY1.InstreamvegetationwastreatedfromApril
2022toJune2022andnofurthersedimentaccumulationoccurredduringMY2.Furthermore,nowthat
instreamvegetationhasbeenreducedwithinchannels,anyremainingaccumulatedsedimentfrom
MY1isexpectedtocontinuetomovethroughthesystem.Vegetationremainswellestablishedonthe
streambanks,providingadequatecoverageandprotection.Pebblecountdataisnolongerrequiredper
theSeptember29,2021,IRTTechnicalWorkGroupMeeting.TheIRTreservestherighttorequest
pebblecountdataandparticledistributionsifdeemednecessaryduringthemonitoringperiod.Referto
AppendixAfortheVisualStreamMorphologyStabilityAssessmentTableandStreamPhotographsand
AppendixCforStreamGeomorphologyData.
2.4StreamAreasofConcern
Mechanicalrepairsweremadeon98linearfeetofT1R4duringOctober2021toaddressthreeunstable
logsillsandbankerosionthatresultedfromwaterpipingaroundandunderthelogs.Thesestructures
haveremainedstablethroughoutMY2.SeeAppendixAforphotographsoftheareapriortoand
immediatelyfollowingrepair,alongwithphotosofthecurrentcondition.Visualassessmentshave
indicatedthatallotherstreamreachesandstructureswerestableandperformingasintendedduring
MY2.
Murdannia grewinseveralstreamchannelsduringMY1andreceivedtreatmentfromApril2022toJune
2022(Figure1.11.5).Livestakeswerealsoplantedalongstreambanksinareaswherenecessaryduring
thewinterof2022toshadeinstreamvegetation.Additionally,Murdannia wastreatedwithin
headwaterwetlandsduringthesummerof2022,followedbytheapplicationofmillet(Setariaitalica)to
actasasummercovercropandacombinationofcerealrye(Secalecereale)andoats(Avenasativa)to
serveasawintercovercrop.Thesewereaddedtoheadwaterwetlandsduringthesummerandfallof
2022toincreasebeneficialplantcompetitionwithinvasivespecies.Dueto aǒƩķğƓƓźğ͸ƭ abilityto
reproduceviafragmentationandtransportdownstream,itisbelievedthatcontrollingpopulationsin
headwaterwetlandswillreducequantitiesindownstreamwaters.Wildlandsrecognizesthatmultiple
treatmentsaretypicallyneededforeffectiveinvasiveplantcontrol.TheSitewillcontinuetobe
monitoredandinvasivespecieswillbetreatedasnecessary.
2.5HydrologyAssessment
BankfulleventswererecordedonT1R4,T3R2,T7,andDanielsCreekR4.Bankfulleventswerenot
recordedonT4R1andT8R1.T4R1,however,experiencedabankfulleventduringMY1.T8R1hasnot
yetexperiencedabankfullevent,butitisaheadwater,Btypechannelandfloodplaininteractionisnot
anintegralaspectofthisstreamtype.
Thepresenceofbaseflowmustbedocumentedonintermittentreaches(T1R1,T2R1,T5R2,andT8R1)
foraminimumof30consecutivedaysduringanormalprecipitationyear.Allflowgaugeswerewell
abovetheperformancecriteriaduringMY2withflowrangingfrom89to299consecutivedays.Flow
wasalsoobservedinthesechannelsduringvisualassessmentsthatwereconductedthroughoutthe
year.RefertoAppendixDforhydrologicdata.
th
Itisworthnotingthattheannualprecipitationtotalisclosetothe30percentilevalueobtainedfrom
theAgriculturalAppliedClimateInformationSystemDUNN4NW,NCWETStable(ACIS,2022).
Additionally,accordingtotheNationalIntegratedDroughtInformationSystem,HarnettCounty
experiencedaseveredroughtthroughoutmuchofDecember2021followedbymoderatedroughtand
thenabnormallydryconditionsinJanuary2022(NOAA,2022).Abnormallydryconditionsreoccurredin
nningofMarch,theendofJune,andthroughoutAugust(NOAA,2022).Overbankeventsmight
thebegi
DanielsCreekMitigationSite
MonitoringYear2AnnualReport22

havebeenaffectedaslowprecipitationreducessoilmoistureinthefloodplain,whichpromotes
infiltrationandreducesdischargeinthechannel.Theseprocessesmayhaveledtonotobservingan
overbankeventonT4duringMY2.
2.6WetlandAssessment
Eighteengroundwatergaugeswereinstalledtomonitorthehydrologyinwetlandreestablishmentand
rehabilitationareas.AsstatedintheMitigationPlan,thegrowingseasondatesatthisSiteareMarch1
toNovember20,unlesssoiltemperatureorbudburstdataindicateotherwise.SoilTemperatureProbe
#1wasunabletobelocatedafteraJuly27,2022sitevisitandthereforedatashowingsoiltemperature
throughouttheremainderofthegrowingseasonisunavailable.However,theprobedidshowsoil
temperaturesstayedabove41degreesfrommidFebruarythoughthelastdownloadinlateJuly.
Wildlandswillbereplacingthesoiltemperatureprobeduringthewinterof2023.SoilTemperature
Probe#2showsthatsoiltemperatureremainedabove41degreesfromearlyFebruarythroughthe
entiregrowingseason.LeafemergenceofAmericanelder(Sambucuscanadensis)andfloweringof
rd
2022,alongwithsoiltemperaturedata
witchhazel(Hamamelisvirginiana)observedonFebruary23
stth
(Appendix5),supporttheuseofMatch1
thoughNovember20growingseasondatesinMY2.Tomeet
thesuccesscriterion,gaugesmustshowgroundwaterwithin12inchesofthesoilsurfacefor13%ofthe
growingseason(i.e.,35consecutivedays).
Twelveofthe18groundwatergaugesattainedthesuccesscriterionforMY2,whichisasignificant
improvementfromthe5outof18thatmetduringMY1(Table12).Groundwaterhydrologyacrossthe
Sitewasaffectedbyrelativelylowantecedentprecipitationduringthewinterof2022andarelatively
dryearlyspring.AsstatedinSection2.5,HarnettCountyexperiencedaseveredroughtthroughout
muchofDecember2021followedbymoderatedroughtandthenabnormallydryconditionsinJanuary
2022(NOAA,2022).AbnormallydryconditionsreoccurredinthebeginningofMarch,theendofJune,
andthroughoutAugust(NOAA,2022).Additionally,30daycumulativetotalsindicatedbelownormal
precipitationthroughFebruaryandportionsofMarch.Duetotheseconditionsandanincomplete
datasetinMY1(i.e.,manygaugesinstalledaftergrowingseasoncommenced),additionalseasonsof
watertableobservationswillberequiredtobetterunderstandhydrologyattheSiteandthoroughly
evaluatethesuccessofwetlandrestorationareas.
Groundwatergauge19wasinstalledinajurisdictionalwetland,asrequestedbytheArmyCorpsof
Engineers,butisnottiedtoperformancecriteria.Thiswetlandisinfluencedbyhydrologyofan
adjacent,uphill,seepwetland.WetlandrestorationareaswithintheSitearetypicallybottomland
hardwoodforestorheadwaterforestwetlandsthatdonotexperiencethesamehydrologicinfluence
fromadjacentseepwetlands.Therefore,Wildlandsbelievesthiswetlandareamaynotbe
representativeoftherestoredwetlandareasonsite.
2.7MonitoringYear2Summary
Outofthe45vegetationplots,39exceededtheMY3interimrequirementof320plantedstemsperacre
andanadditionalfourareontracktomeetfinalsuccesscriterium.Overall,stemmortalityrateshave
decreased,anddiversityhasremainedhighacrosstheSite.Asupplementalplantingwilltakeplacein
2023toreplacestemslostduetocoastalBermudagrasscompetitionandensuretherestoftheSiteison
tracktomeetthefinalsuccesscriterion.Visualassessmentsandcrosssectionsshowstreamswithinthe
Sitearestableandfunctioningasdesigned.Areaswithcoastalbermudagrasswerechemicallytreated
022andseededaftertreatment.Murdannia hasbeenobservedinseveralstreamchannels
duringMay2
andwaschemicallytreatedduringMY2.Additionalmeasuresincludinglivestakeplantingandeffortsto
control Murdannia inheadwaterwetlandshasalsobeenimplementedtofurtherreduce Murdannia
presence.BankfulleventsweredocumentedonT1R4,T3R2,T7,andDanielsCreekR4andgreaterthan
DanielsCreekMitigationSite
MonitoringYear2AnnualReport23

30daysofconsecutiveflowwererecordedonallflowgauges.Thirteenoutofeighteengroundwater
gaugesmetsuccesscriterion,whichisasubstantialimprovementfromMY1despitedrierthanusual
conditionsin2022.
Summaryinformationanddatarelatedtotheperformanceofvariousprojectandmonitoringelements
canbefoundinthetablesandfiguresinthereporta
ppendices.
DanielsCreekMitigationSite
MonitoringYear2AnnualReport24

Section3:REFERENCES
ACIS.2022.AgriculturalAppliedClimateInformationSystem(AgACIS).WETSStation:DUNN4NW,NC.
Accessedat:https://agacis.rccacis.org/?fips=37085
Doll,B.A.,Grabow,G.L.,Hall,K.A.,Halley,J.,Harman,W.A.,Jennings,G.D.,andWise,D.E.2003.Stream
RestorationANaturalChannelDesignHandbook.
Drostin,M,andHerrmann,M.2009.CapeFearRiverBasinRestorationPriorities.NorthCarolina
EcosystemEnhancementProgram.
Harrelson,C.C.,Rawlins,C.L.,Potyondy,J.P.1994.StreamChannelReferenceSites:AnIllustratedGuide
toFieldTechnique.Gen.Tech.Rep.RM245.FortCollins,CO:U.S.DepartmentofAgriculture,Forest
Service,RockyMountainForestandRangeExperimentStation.61p.
Lee,MichaelT.,Peet,RobertK.,StevenD.,andWentworth,ThomasR.2006.CVSEEPProtocolfor
RecordingVegetationVersion4.0.
NOAA.2022.NationalIntegratedDroughtInformationSystem.DroughtConditionsforHarnettCounty.
Accessedat:https://www.drought.gov/states/northcarolina/county/harnett
Rosgen,D.L.1994.Aclassificationofnaturalrivers.Catena 22:169199.
Rosgen,D.L.1996.AppliedRiverMorphology.PagosaSprings,CO:WildlandHydrologyBooks.
Rosgen,D.L.1997.AGeomorphologicalApproachtoRestorationofIncisedRivers.Proceedingsofthe
ConferenceonManagementofLandscapesDisturbedbyChannelIncision.CenterFor
ComputationalHydroscienceandBioengineering,OxfordCampus,UniversityofMississippi,Pages
1222.
NorthCarolinaDivisionofWaterQuality.2005.CapeFearRiverBasinwideWaterQualityPlan.
NorthCarolinaInteragencyReviewTeam(NCIRT).2016.WilmingtonDistrictStreamandWetland
CompensatoryMitigationUpdate.
UnitedStatesArmyCorpsofEngineers.2003.StreamMitigationGuidelines.USACE,NCDENRDWQ,
USEPA,NCWRC.
UnitedStatesGeologicalSurvey.1998.NorthCarolinaGeology.
WildlandsEngineering,Inc.2019.MiddleCapeFearUmbrellaMitigationBank:DanielsCreekMitigation
SiteMitigationPlan.USACE,Raleigh,NC.
WildlandsEngineering,Inc.2021.MiddleCapeFearUmbrellaMitigationBank:DanielsCreekMitigation
SiteMonitoringYear0(MY0)AnnualReport.USACE,Raleigh,NC.
DanielsCreekMitigationSite
MonitoringYear2AnnualReport31

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
DanielsCreekReach1
Number
TotalAmountof%Stable,
Stable,
MajorChannelCategoryMetricNumberinUnstablePerformingas
Performing
AsBuiltFootageIntended
asIntended
366
AssessedStreamLength
732
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 22100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
44100%
BankProtection
influencedoesnotexceed15%.
DanielsCreekReach2
Number
TotalAmountof%Stable,
Stable,
MajorChannelCategoryMetricPerformingas
NumberinUnstable
Performing
AsBuiltFootageIntended
asIntended
437
AssessedStreamLength
874
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion 0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 33100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 22100%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
DanielsCreekReach3
Number
TotalAmountof%Stable,
Stable,
MajorChannelCategoryMetricNumberinUnstablePerformingas
Performing
AsBuiltFootageIntended
asIntended
1,273
AssessedStreamLength
2,546
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 77100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
55100%
BankProtection
influencedoesnotexceed15%.
DanielsCreekReach4
Number
TotalAmountof%Stable,
Stable,
MajorChannelCategoryMetricPerformingas
NumberinUnstable
Performing
AsBuiltFootageIntended
asIntended
1,074
AssessedStreamLength
2,148
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion 0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 88100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 55100%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
DanielsCreekReach5
Number
TotalAmountof%Stable,
Stable,
MajorChannelCategoryMetricNumberinUnstablePerformingas
Performing
AsBuiltFootageIntended
asIntended
204
AssessedStreamLength
408
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 22100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
22100%
BankProtection
influencedoesnotexceed15%.
T1R1
Number
TotalAmountof%Stable,
Stable,
MajorChannelCategoryMetricPerformingas
NumberinUnstable
Performing
AsBuiltFootageIntended
asIntended
496
AssessedStreamLength
992
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion 0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 99100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 44100%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T1R2
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
40
AssessedStreamLength
80
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
00NA
BankProtection
influencedoesnotexceed15%.
T1R3
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
330
AssessedStreamLength
660
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 66100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 11100%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T1R4
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
1,062
AssessedStreamLength
2,124
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 88100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
99100%
BankProtection
influencedoesnotexceed15%.
T1R5
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberin
UnstablePerformingas
IntendedAsBuiltFootageIntended
739
AssessedStreamLength
1,478
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 66100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 99100%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T1A
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
285
AssessedStreamLength
570
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
00NA
BankProtection
influencedoesnotexceed15%.
T2R1
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
257
AssessedStreamLength
514
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 1818100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 000%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T2R2
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
200
AssessedStreamLength
400
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 55100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
44100%
BankProtection
influencedoesnotexceed15%.
T3R1
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
401
AssessedStreamLength
802
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 00NA
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T3R2
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
945
AssessedStreamLength
1,890
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 3535100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
66100%
BankProtection
influencedoesnotexceed15%.
T3A
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
168
AssessedStreamLength
336
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 00NA
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T4R1
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
1,039
AssessedStreamLength
2,078
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 4545100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
00NA
BankProtection
influencedoesnotexceed15%.
T4R2
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
530
AssessedStreamLength
1,060
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 1818100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 44100%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T5R1
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
240
AssessedStreamLength
480
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 22100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
00NA
BankProtection
influencedoesnotexceed15%.
T5R2
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
386
AssessedStreamLength
772
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 2929100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 00NA
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T6R1
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
612
AssessedStreamLength
1,224
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
00NA
BankProtection
influencedoesnotexceed15%.
T6R2
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
267
AssessedStreamLength
534
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 66100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 00NA
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T7
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
1,241
AssessedStreamLength
2,482
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 1919100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
22100%
BankProtection
influencedoesnotexceed15%.
T8R1
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
309
AssessedStreamLength
618
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 2727100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 22100%
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T8R2
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
460
AssessedStreamLength
920
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 1919100%
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
22100%
BankProtection
influencedoesnotexceed15%.
T9
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
254
AssessedStreamLength
508
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 00NA
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T9A
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
658
AssessedStreamLength
1,316
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
00NA
BankProtection
influencedoesnotexceed15%.
T10R1
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
600
AssessedStreamLength
1,200
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 00NA
exceed15%.
influencedoesnot

Table4.VisualStreamMorphologyStabilityAssessmentTable
DanielsCreekMitigationSite
USACEActionIDNo.201700998
MonitoringYear22022
T10R2
TotalAmountof
NumberStable,%Stable,
MajorChannelCategoryMetricPerformingasNumberinUnstablePerformingas
IntendedAsBuiltFootageIntended
401
AssessedStreamLength
802
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
appearslikely.DoesNOTincludeundercutsthatare
Bank
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
00NA
BankProtection
influencedoesnotexceed15%.
T10A
NumberStable,TotalAmountof%Stable,
MajorChannelCategoryMetricPerformingasNumberinPerformingas
Unstable
IntendedAsBuiltFootageIntended
142
AssessedStreamLength
284
AssessedBankLength
SurfaceScour/Banklackingvegetativecoverresultingsimplyfrom
0100%
BareBank poorgrowthand/orsurfacescour.
Banktoeerodingtotheextentthatbankfailure
Bank appearslikely.DoesNOTincludeundercutsthatare
ToeErosion
0100%
modest,appearsustainableandareproviding
habitat.
Fluvialandgeotechnicalrotational,slumping,
BankFailure 0100%
calving,orcollapse.
Totals:
0100%
Gradecontrolstructuresexhibitingmaintenanceof
GradeControl 00NA
gradeacrossthesill.
Structure
Bankerosionwithinthestructuresextentof
BankProtection 00NA
exceed15%.
influencedoesnot

Table5.VegetationConditionAssessmentTable
DanielsCreekMitigationSite
USCAEActionIDNo.SAW201700998
MonitoringYear22022
PlantedAcreage54.00
Mapping
Combined%ofPlanted
VegetationCategoryDefinitionsThreshold
AcreageAcreage
(ac)
BareAreas Verylimitedcoverofbothwoodyandherbaceousmaterial.0.100.000.0%
LowStemDensity WoodystemdensitiesclearlybelowtargetlevelsbasedoncurrentMYstemcount
0.109.4918%
Areas criteria.
Total
9.4917.6%
AreasofPoorGrowth
PlantedareaswhereaverageheightisnotmeetingcurrentMYPerformanceStandard.0.1000%
Rates
CumulativeTotal
9.4917.6%
EasementAcreage56.14
Mapping%of
Combined
VegetationCategoryDefinitionsThresholdEasement
Acreage
(ac)Acreage
Invasivesmayoccuroutsideofplantedareasandwithintheeasementandwill
00%
thereforebecalculatedagainstthetotaleasementacreage.Includespecieswiththe
InvasiveAreasof
potentialtodirectlyoutcompetenative,young,woodystemsintheshorttermor0.10
Concern
communitystructureforexistingcommunities.Invasivespeciesincludedinsummation
00%
aboveshouldbeidentifiedinreportsummary.
Encroachmentmaybepoint,line,orpolygon.Encroachmenttobemappedconsistsof
0EncroachmentsNoted
Easement anyviolationofrestrictionsspecifiedintheconservationeasement.Common
none
/0ac
EncroachmentAreas encroachmentsaremowing,cattleaccess,vehicularaccess.Encroachmenthasno
thresholdvalueaswillneedtobeaddressedregardlessofimpactarea.

STREAMPHOTOGRAPHS

PHOTOPOINT1DanielsCreekR1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT1DanielsCreekR1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT2DanielsCreekR2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT2DanielsCreekR2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT3DanielsCreekR3Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT3DanielsCreekR3Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT4DanielsCreekR3Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT4DanielsCreekR3Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT5DanielsCreekR3Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT5DanielsCreekR3Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT6DanielsCreekR4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT6DanielsCreekR4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT7DanielsCreekR4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT7DanielsCreekR4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT8DanielsCreekR4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT8DanielsCreekR4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT9DanielsCreekR5Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT9DanielsCreekR5Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT10T1R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT10T1R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT11T1R4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT11T1R4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT12T1R4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT12T1R4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT13T1R4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT13T1R4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT14T1R4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT14T1R4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT15T1R4Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT15T1R4Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT16T1R5Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT16T1R5Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT17T1R5Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT17T1R5Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT18T1AΑupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT18T1AΑdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT19T2R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT19T2R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT20T2R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT20T2R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT21T3R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT21T3R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT22T3R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT22T3R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT23T3R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT23T3R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT24T3R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT24T3R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT25T3AΑupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT25T3AΑdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT26T4R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT26T4R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT27T4R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT27T4R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT28T4R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT28T4R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT29T4R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT29T4R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT30T5R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT30T5R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT31T5R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT31T5R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT32T6R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT32T6R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT33T6R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT33T6R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT34T7Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT34T7Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT35T7Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT35T7Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT36T7Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT36T7Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT37T7Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT37T7Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT38T8R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT38T8R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT39T8R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT39T8R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT40T8R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT40T8R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT41T9R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT41T9R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT42T9R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT42T9R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT43T9AΑupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT43В!Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT44T10R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT44T10R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT45T10R1Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT45T10R1Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

PHOTOPOINT46T10R2Αupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT46T10R2Αdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
PHOTOPOINT47T10AΑupstream ΛЉЌΉЊЏΉЋЉЋЋΜ PHOTOPOINT47T10AΑdownstream ΛЉЌΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationBank
AppendixA:VisualAssessmentDataΑStreamPhotographs

STREAMCROSSINGPHOTOGRAPHS

DanielsCreekR2ΑLookingUpstream ΛЊЊΉЊЉΉЋЉЋЋΜ DanielsCreekR2ΑLookingDownstream ΛЊЊΉЊЉΉЋЉЋЋΜ
DanielsCreekR3ΑLookingUpstream ΛЉЎΉЋЎΉЋЉЋЋΜ DanielsCreekR3ΑLookingDownstream ΛЉЎΉЋЎΉЋЉЋЋΜ
T1R2ΑLookingUpstream ΛЉЎΉЋЏΉЋЉЋЋΜ T1R2ΑLookingDownstream ΛЉЎΉЋЏΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑStreamCrossingPhotographs

T1R4ΑLookingUpstream ΛЉЎΉЋЎΉЋЉЋЋΜ T1R4ΑLookingDownstream ΛЉЎΉЋЎΉЋЉЋЋΜ
T3R2ΑLookingUpstream ΛЉЎΉЋЏΉЋЉЋЋΜ T3R2ΑLookingDownstream ΛЉЎΉЋЏΉЋЉЋЋΜ
T6R2ΑLookingUpstream ΛЉЎΉЋЎΉЋЉЋЋΜ T6R2ΑLookingDownstream ΛЊЊΉЋЊΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑStreamCrossingPhotographs

STREAMREPAIRPHOTOGRAPHS

MY1T1R4StreamRepairBefore
UnstableLogSill1andBankErosionΑ ΛВΉЋЉΉЋЉЋЊΜ BankErosion ΛВΉЋЉΉЋЉЋЊΜ
UnstableLogSills2and3Α(ВΉЋЉΉЋЉЋЊΜ UnstableLogSills2and3 ΛВΉЋЉΉЋЉЋЊΜ
MY1T1R4StreamRepairAfter
RepairedArealookingupstream(10/27/2021)
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑStreamRepairPhotographs

T1R4RepairAreaΑMY2Condition
LookingDownstream ΛЉЎΉЋЎΉЋЉЋЋΜ LookingDownstream ΛЉЎΉЋЎΉЋЉЋЋΜ
LookingDownstream ΛЉЎΉЋЎΉЋЉЋЋΜ LookingDownstream ΛЉЎΉЋЎΉЋЉЋЋΜ
\[ƚƚƉźƓŭ…ƦƭƷƩĻğƒΛЉЎΉЋЎΉЋЉЋЋΜΛЉЎΉЋЎΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑStreamRepairPhotographs

\[ƚƚƉźƓŭ…ƦƭƷƩĻğƒΛЊЊΉЊЉΉЋЉЋЋΜ LookingUpstream(ЊЊΉЊЉΉЋЉЋЋ)
\[ƚƚƉźƓŭ…ƦƭƷƩĻğƒΛЊЊΉЊЉΉЋЉЋЋΜ(ЊЊΉЊЉΉЋЉЋЋ)
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑStreamRepairPhotographs

VEGETATIONPLOTPHOTOGRAPHS

VEGETATIONPLOT1 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT2 ΛЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT3 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT4(ЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT5 ΛЉБΉЊБΉЋЉЋЋΜ VEGETATIONPLOT6 ΛЉБΉЊБΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

VEGETATIONPLOT7 ΛЉБΉЊБΉЋЉЋЋΜ VEGETATIONPLOT8 ΛЉБΉЊБΉЋЉЋЋΜ
VEGETATIONPLOT9 ΛЉБΉЊБΉЋЉЋЋΜ VEGETATIONPLOT10 ΛЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT11 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT12 ΛЉБΉЉЍΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

VEGETATIONPLOT13 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT14 ΛЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT15 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT16 ΛЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT17 ΛЉБΉЊБΉЋЉЋЋΜ VEGETATIONPLOT18 ΛЉБΉЊБΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

VEGETATIONPLOT19 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT20 ΛЉБΉЊБΉЋЉЋЋΜ
VEGETATIONPLOT21 ΛЉБΉЊБΉЋЉЋЋΜ VEGETATIONPLOT22 ΛЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT23 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT24 ΛЉБΉЉЍΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

VEGETATIONPLOT25 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT26 ΛЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT27 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT28 ΛЉБΉЉЍΉЋЉЋЋΜ
VEGETATIONPLOT29 ΛЉБΉЉЍΉЋЉЋЋΜ VEGETATIONPLOT30 ΛЉБΉЉЍΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

RANDOMVEGETATIONPLOT1 ΛЉБΉЉЍΉЋЉЋЋΜ RANDOMVEGETATIONPLOT2 ΛЉБΉЉЍΉЋЉЋЋΜ
RANDOMVEGETATIONPLOT3 ΛЉБΉЉЍΉЋЉЋЋΜ RANDOMVEGETATIONPLOT4 ΛЉБΉЉЍΉЋЉЋЋΜ
RANDOMVEGETATIONPLOT5(ЉБΉЊБΉЋЉЋЋ)RANDOMVEGETATIONPLOT6 ΛЉБΉЊБΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

RANDOMVEGETATIONPLOT7 ΛЉБΉЊБΉЋЉЋЋΜ RANDOMVEGETATIONPLOT8 ΛЉБΉЉЍΉЋЉЋЋΜ
RANDOMVEGETATIONPLOT9(ЉБΉЉЍΉЋЉЋЋ)RANDOMVEGETATIONPLOT10 ΛЉБΉЊБΉЋЉЋЋΜ
RANDOMVEGETATIONPLOT11 ΛЉБΉЊБΉЋЉЋЋΜ RANDOMVEGETATIONPLOT12 ΛЉБΉЉЍΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

RANDOMVEGETATIONPLOT13 ΛЉБΉЉЍΉЋЉЋЋΜ RANDOMVEGETATIONPLOT14 ΛЉБΉЉЍΉЋЉЋЋΜ
RANDOMVEGETATIONPLOT15 ΛЉБΉЉЍΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑVegetationPlotPhotographs

GROUNDWATERGAUGEPHOTOGRAPHS

GROUNDWATERGAUGE1 ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE2 ΛЉЋΉЊЏΉЋЉЋЋΜ
GROUNDWATERGAUGE3Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE4Α ΛЉЋΉЊЏΉЋЉЋЋΜ
GROUNDWATERGAUGE5Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE6Α ΛЉЋΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑGroundwaterGaugePhotographs

GROUNDWATERGAUGE7Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE8Α ΛЉЋΉЊЏΉЋЉЋЋΜ
GROUNDWATERGAUGE9Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE10Α ΛЉЋΉЊЏΉЋЉЋЋΜ
GROUNDWATERGAUGE11Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE12Α ΛЉЋΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑGroundwaterGaugePhotographs

GROUNDWATERGAUGE13Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE14Α ΛЉЋΉЊЏΉЋЉЋЋΜ
GROUNDWATERGAUGE15Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE16Α ΛЉЋΉЊЏΉЋЉЋЋΜ
GROUNDWATERGAUGE17Α ΛЉЋΉЊЏΉЋЉЋЋΜ GROUNDWATERGAUGE18Α ΛЉЋΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑGroundwaterGaugePhotographs

GROUNDWATERGAUGE19Α ΛЉЋΉЊЏΉЋЉЋЋΜ
DanielsCreekMitigationSite
AppendixA:VisualAssessmentDataΑGroundwaterGaugePhotographs

Table6.VegetationPerformaceStandardsSummaryTable
DanielsCreekMitigationSite
USACEActionIDNo.SAW201700998
MonitoringYear22022
PlotSuccessCriteriaMet*TractMean
Yes
FixedVegetationPlot1
Yes
FixedVegetationPlot2
Yes
FixedVegetationPlot3
FixedVegetationPlot4Yes
Yes
FixedVegetationPlot5
Yes
FixedVegetationPlot6
FixedVegetationPlot7Yes
No**
FixedVegetationPlot8
Yes
FixedVegetationPlot9
Yes
FixedVegetationPlot10
Yes
FixedVegetationPlot11
Yes
FixedVegetationPlot12
Yes
FixedVegetationPlot13
Yes
FixedVegetationPlot14
Yes
FixedVegetationPlot15
Yes
FixedVegetationPlot16
No**
FixedVegetationPlot17
No
FixedVegetationPlot18
No**
FixedVegetationPlot19
Yes
FixedVegetationPlot20
Yes
FixedVegetationPlot21
Yes
FixedVegetationPlot22
Yes87%
FixedVegetationPlot23
Yes
FixedVegetationPlot24
Yes
FixedVegetationPlot25
Yes
FixedVegetationPlot26
Yes
FixedVegetationPlot27
Yes
FixedVegetationPlot28
Yes
FixedVegetationPlot29
No
FixedVegetationPlot30
RandomVegetationPlot1Yes
RandomVegetationPlot2Yes
RandomVegetationPlot3Yes
Yes
RandomVegetationPlot4
Yes
RandomVegetationPlot5
No**
RandomVegetationPlot6
Yes
RandomVegetationPlot7
Yes
RandomVegetationPlot8
Yes
RandomVegetationPlot9
Yes
RandomVegetationPlot10
Yes
RandomVegetationPlot11
Yes
RandomVegetationPlot12
Yes
RandomVegetationPlot13
Yes
RandomVegetationPlot14
Yes
RandomVegetationPlot15
*SuccessCriteriaMetisbasedontheinterimsuccesscriteriaforMY3of320plantedstemsperacre.
**PlotisstillontracktomeetMY5criteriaof260plantedstemsperacre.

5
1
P
0.02
11111112211321
4V
11
111
P
0.02
1212211211
MY2)
3V
1
(MY0
P
0.02
Data
111
121111
Plot
2V
1
P
0.02
111111111222233111111222111
1V
1
0.02
VP
333
11111121211111111111113333333332322221111111111122765999887899977
1210101212121313111312121498
486405405486486486526526445526486486567364324
MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2
ACRE
Type
count
count
(ares)
TreeTreeTreeTree(ACRES)
TreeTreeTreeTree
per
size
Stem
size
Species
TreeTreeShrubShrubShrubTreeTreeTreeShrubTreeTreeShrubTreeTreeShrub
Stems
NameSpecies
OakTree
PersimmonTreeElm
SpicebushShrub
Oak
Oak
ServiceberryShrub
Tupelo
Oak
Hazel
CherryHaw
Birch
Common
cypress
ChokeberryShrub
Counts
8
RedRiverBaldAmerican
BoxelderSmoothSugarberryButtonbushAmericanWitchNorthernSwampSycamoreCottonwoodBlackOvercupCherrybarkWillowShumardBlack
10%
10%
10%
Stem
0099
than
than
than
2017
less
more
Site
less
2
by
Planted
by
by
10%
SAW
202
but
Name
by
Plot:
2
No.
ID occidentalis
Mitigation
laevis
Year
virginiana
requirements,requirements
Fixed
distichumprunifolium
virginiana
Scientific
occidentalis
lyratapagodaphellosshumardii
deltoides
benzoin
Creek Density
serotina
Action
arbutifolia
requirementsrequirements,
nigra
americana
7a.
biflora
meetmeet
laevigata
negundo
for
toto
cermelanchierronia
Table
DanielsUSACE Monitoring AAABetulaCeltisCephalanthusDiospyrosHamamelisLinderaNyssaPlatanusPopulusPrunusQuercusQuercusQuercusQuercusTaxodiumUlmusViburnum Color ExceedsExceedsFailsFails

10
1
P
0.02
9V
1
0.02
VP
222422
MY2)
8
1
(MY0
0.02
VP
Data
1
Plot
7
22111111
1
0.02
VP
211111221111122112311221535
6
1
0.02
VP
22122222222111112221111111112221221131121118881054765987544
2222222223222
14131215881297131191679
567526486607324324486364283526445364647283364
MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2
ACRE
Type
count
count
(ares)
TreeTreeTreeTreeTreeTreeTreeTree(ACRES)
per
size
Stem
size
Species
TreeTreeShrubShrubShrubTreeTreeTreeShrubTreeTreeShrubTreeTreeShrub
Stems
NameSpecies
OakTree
PersimmonTreeElm
SpicebushShrub
Oak
Oak
ServiceberryShrub
Tupelo
Oak
Hazel
CherryHaw
Birch
Common
cypress
ChokeberryShrub
Counts
8
RedRiverAmericanWitchNorthernSwampSycamoreCottonwoodBlackOvercupCherrybarkWillowShumardBaldAmericanBlack
BoxelderSmoothSugarberryButtonbush
10%
10%
10%
Stem
0099
than
than
than
2017
less
more
Site
less
2
by
Planted
by
by
10%
SAW
202
but
Name
by
Plot:
2
No.
ID occidentalis
Mitigation
laevis
Year
virginiana
requirements,requirements
Fixed
distichumprunifolium
virginiana
Scientific
occidentalis
lyratapagodaphellosshumardii
deltoides
benzoin
Creek Density
serotina
Action
arbutifolia
requirementsrequirements,
nigra
americana
7a.
biflora
meetmeet
laevigata
negundo
for
toto
cermelanchierronia
Table
DanielsUSACE Monitoring AAABetulaCeltisCephalanthusDiospyrosHamamelisLinderaNyssaPlatanusPopulusPrunusQuercusQuercusQuercusQuercusTaxodiumUlmusViburnum Color ExceedsExceedsFailsFails

15
1
0.02
VP
1
14
1
0.02
VP
MY2)
13
1
(MY0
0.02
VP
Data
Plot
12
11111111
0.02
VP
11112112111211
11
11111
0.02
VP
122221112122222211122112223332343333331111122222221121111122222223441111121122221999866744777978
1413131488131010131212151112
567526526567324324526405405526486486607445486
MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2
ACRE
Type
count
count
(ares)
TreeTreeTreeTreeTreeTreeTreeTree(ACRES)
per
size
Stem
size
Species
TreeTreeShrubShrubShrubTreeTreeTreeShrubTreeTreeShrubTreeTreeShrub
Stems
NameSpecies
OakTree
PersimmonTreeElm
SpicebushShrub
Oak
Oak
ServiceberryShrub
Tupelo
Oak
Hazel
CherryHaw
Birch
Common
cypress
ChokeberryShrub
Counts
8
RedRiverAmericanWitchNorthernSwampSycamoreCottonwoodBlackOvercupCherrybarkWillowShumardBaldAmericanBlack
BoxelderSmoothSugarberryButtonbush
10%
10%
10%
Stem
0099
than
than
than
2017
less
more
Site
less
2
by
Planted
by
by
10%
SAW
202
but
Name
by
Plot:
2
No.
ID occidentalis
Mitigation
laevis
Year
virginiana
requirements,requirements
Fixed
distichumprunifolium
virginiana
Scientific
occidentalis
lyratapagodaphellosshumardii
deltoides
benzoin
Creek Density
serotina
Action
arbutifolia
requirementsrequirements,
nigra
americana
7a.
biflora
meetmeet
laevigata
negundo
for
toto
cermelanchierronia
Table
DanielsUSACE Monitoring AAABetulaCeltisCephalanthusDiospyrosHamamelisLinderaNyssaPlatanusPopulusPrunusQuercusQuercusQuercusQuercusTaxodiumUlmusViburnum Color ExceedsExceedsFailsFails

20
1
0.02
VP
19
1
0.02
VP
1
MY2)
18
1
(MY0
0.02
VP
Data
11114331
Plot
17
1
0.02
VP
111111222222111111111
16
111
0.02
VP
1112221212221122221122234112221112122222222211111222123211111877755833865777
131112128712331497121111
526445486486324283486121121567364283486445445
MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2
ACRE
Type
count
count
(ares)
TreeTreeTreeTreeTreeTreeTreeTree(ACRES)
per
size
Stem
size
Species
TreeTreeShrubShrubShrubTreeTreeTreeShrubTreeTreeShrubTreeTreeShrub
Stems
NameSpecies
OakTree
PersimmonTreeElm
SpicebushShrub
Oak
Oak
ServiceberryShrub
Tupelo
Oak
Hazel
CherryHaw
Birch
Common
cypress
ChokeberryShrub
Counts
8
RedRiverAmericanWitchNorthernSwampSycamoreCottonwoodBlackOvercupCherrybarkWillowShumardBaldAmericanBlack
BoxelderSmoothSugarberryButtonbush
10%
10%
10%
Stem
0099
than
than
than
2017
less
more
Site
less
2
by
Planted
by
by
10%
SAW
202
but
Name
by
Plot:
2
No.
ID occidentalis
Mitigation
laevis
Year
virginiana
requirements,requirements
Fixed
distichumprunifolium
virginiana
Scientific
occidentalis
lyratapagodaphellosshumardii
deltoides
benzoin
Creek Density
serotina
Action
arbutifolia
requirementsrequirements,
nigra
americana
7a.
biflora
meetmeet
laevigata
negundo
for
toto
cermelanchierronia
Table
DanielsUSACE Monitoring AAABetulaCeltisCephalanthusDiospyrosHamamelisLinderaNyssaPlatanusPopulusPrunusQuercusQuercusQuercusQuercusTaxodiumUlmusViburnum Color ExceedsExceedsFailsFails

25
1
0.02
VP
24
1
0.02
VP
MY2)
23
1
(MY0
0.02
VP
Data
Plot
22
1
11
0.02
VP
11112222111122111121111111222
21
1
0.02
VP
2221112112223323112121111133221122232222211122222311211211111211333212544878888775867665
151010131212131181589151211
607405405526486486526445324607324364607486445
MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2
ACRE
Type
count
count
(ares)
TreeTreeTreeTreeTreeTreeTreeTree(ACRES)
per
size
Stem
size
Species
TreeTreeShrubShrubShrubTreeTreeTreeShrubTreeTreeShrubTreeTreeShrub
Stems
NameSpecies
OakTree
PersimmonTreeElm
SpicebushShrub
Oak
Oak
ServiceberryShrub
Tupelo
Oak
Hazel
CherryHaw
Birch
Common
cypress
ChokeberryShrub
Counts
8
RedRiverAmericanWitchNorthernSwampSycamoreCottonwoodBlackOvercupCherrybarkWillowShumardBaldAmericanBlack
BoxelderSmoothSugarberryButtonbush
10%
10%
10%
Stem
0099
than
than
than
2017
less
more
Site
less
2
by
Planted
by
by
10%
SAW
202
but
Name
by
Plot:
2
No.
ID occidentalis
Mitigation
laevis
Year
virginiana
requirements,requirements
Fixed
distichumprunifolium
virginiana
Scientific
occidentalis
lyratapagodaphellosshumardii
deltoides
benzoin
Creek Density
serotina
Action
arbutifolia
requirementsrequirements,
nigra
americana
7a.
biflora
meetmeet
laevigata
negundo
for
toto
cermelanchierronia
Table
DanielsUSACE Monitoring AAABetulaCeltisCephalanthusDiospyrosHamamelisLinderaNyssaPlatanusPopulusPrunusQuercusQuercusQuercusQuercusTaxodiumUlmusViburnum Color ExceedsExceedsFailsFails

30
1
0.02
VP
29
1
0.02
VP
1
MY2)
28
1
(MY0
0.02
VP
Data
333211111111121113
Plot
27
1
0.02
VP
26
11111
0.02
VP
211222111111222222222222321333122222233111122211144333233332221113331222221118887779910766620
1615151414121616161211101330
6476076075675674866476476474864454055261210
MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2MY0MY1MY2
ACRE
Type
count
count
(ares)
TreeTreeTreeTreeTreeTreeTreeTree(ACRES)
per
size
Stem
size
Species
TreeTreeShrubShrubShrubTreeTreeTreeShrubTreeTreeShrubTreeTreeShrub
Stems
NameSpecies
OakTree
PersimmonTreeElm
SpicebushShrub
Oak
Oak
ServiceberryShrub
Tupelo
Oak
Hazel
CherryHaw
Birch
Common
cypress
ChokeberryShrub
Counts
8
RedRiverAmericanWitchNorthernSwampSycamoreCottonwoodBlackOvercupCherrybarkWillowShumardBaldAmericanBlack
BoxelderSmoothSugarberryButtonbush
10%
10%
10%
Stem
0099
than
than
than
2017
less
more
Site
less
2
by
Planted
by
by
10%
SAW
202
but
Name
by
Plot:
2
No.
ID occidentalis
Mitigation
laevis
Year
virginiana
requirements,requirements
Fixed
distichumprunifolium
virginiana
Scientific
occidentalis
lyratapagodaphellosshumardii
deltoides
benzoin
Creek Density
serotina
Action
arbutifolia
requirementsrequirements,
nigra
americana
7a.
biflora
meetmeet
laevigata
negundo
for
toto
cermelanchierronia
Table
DanielsUSACE Monitoring AAABetulaCeltisCephalanthusDiospyrosHamamelisLinderaNyssaPlatanusPopulusPrunusQuercusQuercusQuercusQuercusTaxodiumUlmusViburnum Color ExceedsExceedsFailsFails

allT
(2021)
30
0.74
MY0
222333
Means
allTPnoLSP
(2021)
30
0.74
Annual
111
allTPnoLSP
(2022)MY1
30
0.74
MY2
222222111888888111111888888222888555777333333444222222777
1212121212121616163838384141415252521414141515152323235656565858586767671313131818182121211919191919192323232727273333334141412121212121213535351414141414142222223939393939395151511212121313132020201
71717181818191919
296296296312312312408408408399399399421421421550550550
PnoLSP
ACRE
Type
countcount
(ares)
TreeTreeTreeTreeTreeTreeTreeTree(ACRES)
per
size
Stem
size
Species
ShrubShrubTreeShrubTreeTreeShrubTreeShrub
TreeTreeShrubTreeTreeTree
Stems
NameSpecies
OakTree
PersimmonTreeElm
SpicebushShrub
Oak
Oak
ServiceberryShrub
Tupelo
Oak
Hazel
CherryHaw
Birch
Common
cypress
ChokeberryShrub
stakes
Counts
stakes
8
live
BoxelderSmoothRedRiverSugarberryButtonbushAmericanWitchNorthernSwampSycamoreCottonwoodBlackOvercupCherrybarkWillowShumardBaldAmericanBlack
live
10%
10%
10%
Stem
0099
than
than
than
excluding
including
2017
less
more
Site
less
2
by
Planted
by
stems
by
stems
10%
SAW
202
but
Name
by
Plot:
2
No.
Planted
planted
MitigationID occidentalis
of
laevis
of
Year
virginiana
requirements,requirements
Fixed
distichum
prunifolium
virginiana
Scientific
occidentalis
lyratapagodaphellosshumardii
deltoides
benzoin
Creek
Density
serotina
Action arbutifolia
Stems
requirementsrequirements,
nigra
americana
7a.
biflora Number
meetmeet
laevigata
negundo Number
for
toto
Total
all:
cermelanchierronia
Table DanielsUSACE Monitoring AAABetulaDiospyrosHamamelisLinderaNyssaPlatanusPopulusPrunusQuercusQuercusQuercusQuercusTaxodiumUlmusViburnum
CeltisCephalanthus Color ExceedsExceedsFailsFailsPnoLS:PT:

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
102+50
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
368367366365364363
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
106+47
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
361360359358357356
(ft)Elevation

Bankfull
(05/2022)
MY2
Pool
(ft)
Width
114+39
(11/2021)
MY1
(4/2021)
MY0
010203040
352351350349348347
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
114+75
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
352351350349348347
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
130+32
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
01020304050
331330329328327326
(ft)Elevation

Bankfull
(05/2022)
MY2
Pool
(ft)
Width
130+78
(11/2021)
MY1
(4/2021)
MY0
01020304050
329328327326325324
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
133+38
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
51525354555
326325324323322321320
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
202+17
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
395394393392391390
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
217+31
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
515253545
362361360359358357
(ft)Elevation

Bankfull
(05/2022)
MY2
Pool
(ft)
Width
222+32
(11/2021)
MY1
(4/2021)
MY0
1020304050
349348347346345344
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
222+61
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
350349348347346345
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
232+17
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
331330329328327326
(ft)Elevation

Bankfull
(05/2022)
MY2
Pool
(ft)
Width
232+57
(11/2021)
MY1
(4/2021)
MY0
515253545
329328327326325324
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
306+52
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
384383382381380379
(ft)Elevation

Bankfull
(05/2022)
MY2
Pool
(ft)
Width
415+28
(11/2021)
MY1
(4/2021)
MY0
010203040
366365364363362361
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
415+43
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
366365364363362
(ft)Elevation

Bankfull
(05/2022)
MY2
Pool
(ft)
Width
505+94
(11/2021)
MY1
(4/2021)
MY0
0102030
386385384383382381
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
506+05
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
5152535
386385384383382381
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
512+03
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
0102030
368367366365364363
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
606+90
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
377376375374373372
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
706+91
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
0102030
342341340339338
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
810+13
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
515253545
366365364363362361
(ft)Elevation

Bankfull
(05/2022)
MY2
Pool
(ft)
Width
810+32
(11/2021)
MY1
(4/2021)
MY0
515253545
364363362361360359
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
903+16
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
390389388387386385
(ft)Elevation

Area
Floodprone
Area)
MY0
on
(Based
Bankfull
Riffle
(ft)
Bankfull
Width
907+16
(05/2022)
MY2
(11/2021)
MY1
(4/2021)
MY0
010203040
370369368367366365
(ft)Elevation

between
(Riffle)
difference
(Riffle)(Riffle)
15
48
12
The
ReachReach
1
SectionSection
T1
Section
above.
as
CrossCross
Cross
3 year
each
Reach
1.71.81.81.31.21.31.82.01.9
for
348.37348.24348.25350.02350.04350.08390.43390.67390.64391.73391.85391.91326.98326.89326.89328.76328.90328.83
Creek
tracked
and
Daniels
5T
used
be
(Riffle)
(Pool)
(Riffle)
Reach
3
7
will
11
Creek
Section
Section
Section
elevation
CrossDaniels
Cross
LTOB
Cross
the
3.32.52.72.62.73.01.21.11.5
below
347.74348.03347.85351.00351.06350.57321.28321.07320.97323.86323.79323.97346.14346.27345.81347.35347.39347.34
Area
2
calculation).
(Pool)
(Pool)
(Riffle)
4
BHR
Reach
6
2
10
the
in
Reach
Creek
depth.
Section
Section
T1Section
LTOB
max
DanielsCross the
Cross
Cross
4
LTOB
for
as
elevation.
used
Reach
1.01.21.23.03.33.13.12.52.6
above
358.13358.19358.12328.01327.90327.89347.55347.60347.70
357.11356.96356.95324.98324.63324.81344.49345.07345.13
bankfull
Creek
elevation
tracked
years
and
same
Daniels
1
(The
subsequent
(Riffle)(Riffle)(Riffle)
recroded
Reach
159
survey
be
each
will
Creek
years
SectionSectionSection
adjusting
each
Daniels
for
CrossCrossCross
for
calculation)
basis
BHR
the
1.31.31.49.18.910.14.55.14.430.319.920.211.712.212.72.12.12.21.51.61.6
elevation
1.001.001.001.001.101.00N/AN/AN/A1.001.001.001.001.001.00N/AN/AN/A1.001.001.001.001.001.0018.219.318.627.723.723.626.324.028.87.88.08.61.001.001.00N/AN/AN/A1.001.001.001.001.101.0011.510.911.422.418.
419.88.87.78.915.117.116.3
MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7M
Y0MY1MY2MY3MY5MY7 the
366.06366.06366.16328.68328.69328.67359.12359.04369.06
366.06366.07366.09358.13358.12358.12N/AN/AN/A350.02350.00350.00328.68328.64328.64N/AN/AN/A323.86323.92323.83391.73391.83391.85359.12359.09359.07N/AN/AN/A347.35347.44347.55328.76328.77328.75

as
in
)))
222
Summary
as
LTOB
(ft)(ft)(ft)
(ft(ft(ftarea
AreaAreaAreaAreaAreaArea
111111
the
AreaAreaArea
Elevation364.73364.78364.74Elevation326.57326.56326.44Elevation357.58357.41357.42(same
ElevationElevationElevation
on
DepthDepthDepth
222
bankful
BankfullBankfullBankfull
BankfullBankfullBankfull
MaxMaxMax
Monitoring
LTOBLTOBLTOB
222
based
built
ABABABABABAB
ThalwegThalwegThalweg
SectionalSectionalSectional
elevation
are
As
ononon
ononon
LTOBLTOBLTOB
00998
the
CrossCrossCross
222
These
BasedBasedBasedBasedBasedBased
thalweg
2017
Morphology
takes
Site
LTOBLTOBLTOB
the
(ft)(ft)(ft)
RatioRatioRatio
depth
SAW
2022
and
(BHR)
2
No.
Section
Max
MitigationID
HeightHeightHeight
ElevationElevationElevationRatio
Year
and
Cross
elevation
BankBankBank
Creek
Action
8.
Area
Height
BankfullBankfullBankfull
LTOB
BankLTOB
Table DanielsUSACE Monitoring 12 the

MY7
difference
(Riffle)(Riffle)(Riffle)
The
221
162024
above.
ReachReachReach
as
T3T5T8
SectionSectionSection
year
CrossCross
Cross
each
for
2.52.32.02.52.02.5
MY0MY1MY2MY3MY5MY7
1.001.001.001.001.001.00
362.53363.28363.22372.67372.62372.61385.94386.37386.22
tracked
and
used
be
will
(Pool)(Pool)
(Riffle)
22
1523
19
ReachReach
elevation
3
SectionT4Section
Section
LTOB
the
CrossCross
Cross
below
6.26.06.2
N/AN/AN/A
1.001.001.00
11.110.79.3
361.61361.61361.89364.52364.59364.61360.08360.34360.50
Area
T7
calculation).
depth.
BHR
(Riffle)(Riffle)(Riffle)
max
2T
the
141822
in
LTOB
Reach
as
LTOB
2
SectionSectionSection
the
above
for
CrossCrossCross
elevation.
used
tracked
1
bankfull
3.12.93.04.84.45.0
and
1.001.101.001.001.001.00
380.51380.51380.48382.69382.71382.65361.86361.76361.72
elevation
Reach
years
T4
recroded
same
be
(The
)
will
subsequent
(Pool)(Pool)
survey
(Riffle)
(Riffle
2
each
5T
2
1317
21
25
years
calculation)
Reach
Reach
Reach
adjusting
each
T8
Section
T1 BHR
SectionSection
T6
Section
for
for
the
Cross
in
CrossCross
Cross
basis
MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7
as
the
elevation
as
(same
3.63.73.71.11.11.22.52.12.10.80.81.01.51.41.40.80.80.91.21.11.20.60.60.79.17.88.41.41.41.50.91.01.12.01.81.60.90.60.75.54.46.71.21.31.47.67.78.1
N/AN/AN/A381.62381.52381.63N/AN/AN/A363.29363.33363.27N/AN/AN/AN/AN/AN/A383.51383.58383.53365.69365.62365.74373.29373.30373.36N/AN/AN/A
32.632.731.37.06.87.114.813.412.33.62.83.71.001.001.001.001.001.00N/AN/AN/A1.000.641.001.001.001.00
MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY1MY2MY3MY5MY7MY0MY0MY1MY2MY3MY5MY7
Summary
327.96327.97327.93381.62381.62381.64364.09364.02363.95363.29363.22363.28383.90383.91383.92383.51383.54383.53365.69365.65365.80373.29373.26373.28340.07340.22340.12362.79362.79362.81N/AN/AN/A386.79387.
00386.94340.07340.09340.25362.79362.75362.83362.12362.19362.15386.79386.93386.94367.72367.76367.88367.72367.77367.92LTOB
area
))))
2222
the
(ft)(ft)(ft)(ft)
(ft(ft(ft(ft
AreaAreaAreaArea
AreaAreaAreaArea
onelevation
1111
1111
bankful
AreaAreaAreaArea
Elevation324.34324.23324.27ElevationElevation382.42382.51382.52ElevationElevation338.65338.67338.71ElevationElevation366.48366.52366.57Elevation
DepthDepthDepthDepth
2222
Monitoring
based
built
BankfullBankfullBankfullBankfull
BankfullBankfullBankfullBankfull
thalweg
MaxMaxMaxMax
LTOBLTOBLTOBLTOB
2222 are
As
ABABABAB
ABABABAB
the
Thalweg
ThalwegThalwegThalweg
SectionalSectionalSectionalSectional
00998
the
onononononononon
LTOBLTOBLTOBLTOB
and
These
CrossCrossCrossCross
2017
Morphology takes
2222
Site
BasedBasedBasedBased
BasedBasedBasedBased
depth
SAW
2022
LTOBLTOBLTOBLTOB
(BHR)
(ft)(ft)(ft)(ft)elevation
2
RatioRatioRatioRatio
No.
Section
Max
MitigationID
Ratio
LTOB
Year
and
Cross
HeightHeightHeightHeight
the
ElevationElevationElevationElevation
Creek
Action
8.
Area
Height
BankBankBankBank
BankLTOB
BankfullBankfullBankfull
Bankfull
Table DanielsUSACE Monitoring 12
between

(2027)(2027)
(2026)MY7(2026)MY7
(2025)MY6(2025)MY6
(2024)MY5(2024)MY5
(2023)MY4(2023)MY4
(2022)MY3(2022)MY3
eventsEvents
45.1154.60
45.45*
9/30/2022
11/11/2022
0099800998
Channel.
y
YY
(2021)MY2(2021)MY2
type
events3/12/2022eventsNoevents9/30/2022
20172017
31.8059.92
46.55
B
s
SiteSite
7/8/2021No7/8/2021
NoNoNo
8/20/202110/4/20218/15/20218/20/2021
MY1
SAWSAW
20222022
Summar
Event
11/28/22
22
No.No.
headwater
R4
a
until
IDID
MitigationMitigation
as
YearYear
Rainfall
30th70th
Precip
R2R1
Bankfull
R1*
R4
Creek
Rainfall
T7
CreekCreek
ActionAction
Total
9.10.
T3T4
ReachMY1
T8
T1
Normal
designed
PercentilePercentile
WETSWETS
is
Annual
Daniels
TableTable
DanielsUSACE Monitoring DanielsUSACE Monitoring
*T8*Includes

(2027)
(2026)MY7
Criteria*
(2025)MY6
Success
Meeting
(2024)MY5
Days
Days/Total
MY3.
(2023)MY4
in
Consecutive
updated
y
Max
be
will
DaysDaysDaysDaysDays
Summar
Days/Days/
Days/
(2022)**MY3
Data
89
187231107277323
101299
flow.
Events
of
2022.
21,
days
Flow
00998
DaysDaysDaysDays
(2021)MY2
Days/
Days/Days/Days/
2017
Stream
Site
November
212324324326
163175255238
MY1
In
consecutive
SAW
2022
30
2
is
No.
through
ID
Mitigation
Year
Recorded
R1R1R2R1
criteria
Creek
colleted
Action
11.
T1
T2T5T8
Reach
Table DanielsUSACE Monitoring
*Success**Data

(in)Precipitation
876543210
Dec
Nov
Percentile
70th
&
30th
Oct
Total
Precip
Sep
Rolling
Day
30
Aug
R1
2022
T1
2
Bankfull
Year
Jul
Creek:
Daniels
Monitoring
Thalweg
Jun
Level
May
Water
flow
stream
Apr
Precipitation
consecutive
Daily
of
Mar
days
89
Feb
Jan
392.0391.5391.0390.5390.0
(ft)Elevation

(in)Precipitation
876543210
Dec
Nov
Percentile
70th
&
30th
Oct
Total
Precip
Sep
Rolling
Day
30
Aug
R1
2022
T2
2
Bankfull
Year
Jul
Creek:
Daniels
Monitoring
Thalweg
Jun
Level
May
Water
flow
Apr
stream
Precipitation
Daily
consecutive
Mar
of
days
101
Feb
Jan
382.5382.0381.5381.0380.5
(ft)Elevation

(in)Precipitation
876543210
Dec
Nov
Percentile
70th
&
30th
Oct
Total
Precip
Sep
Rolling
Day
30
Aug
R2
2022
T5
2
Bankfull
Year
Jul
Creek:
Daniels
Monitoring
Thalweg
Jun
Level
May
Water
Apr
flow
Precipitation
stream
Daily
Mar
consecutive
of
days
107
Feb
Jan
384.0383.5383.0382.5382.0
(ft)Elevation

(in)Precipitation
876543210
Dec
Nov
Percentile
70th
&
30th
Oct
Total
Precip
Sep
Rolling
Day
30
Aug
R1
2022
T8
2
Bankfull
Year
Jul
Creek:
Daniels
Monitoring
Thalweg
Jun
Level
May
Water
Apr
flow
Precipitation
Daily
stream
Mar
consecutive
of
days
Feb
299
Jan
387.0386.5386.0385.5
(ft)Elevation

Table12.GroundwaterGaugeSummary
DanielsCreekMitigationSite
USACEActionIDNo.SAW201700998
MonitoringYear22022
Max.ConsecutiveHydroperiod(Percentage)
Gauge
MY1(2021)MY2(2022)MY3(2023)MY4(2024)MY5(2025)MY6(2026)MY7(2027)
18days15days
1
(6.8%)(5.7%)
239days118days
2
(90.2%)(44.5%)
23days35days
3
(8.7%)(13.2%)
72days99days
4
(27.2%)(37.4%)
18days40days
5
(6.8%)(15.1%)
3days47days
6
(1.1%)(17.7%)
3days5days
7
(1.1%)(1.9%)
3days4days
8
(1.1%)(1.5%)
63days62days
9
(23.8%)(23.4%)
7days3days
10
(2.6%)(1.1%)
4days27days
11
(1.5%)(10.2%)
71days59days
12
(26.8%)(22.3%)
6days78days
13
(2.3%)(29.4%)
19Days44days
14
(7.2%)(16.6%)
95days81days
15
(35.8%)(30.6%)
0days43days
16
(0%)(16.2%)
1days17days
17
(0%)(6.4%)
15days78days
18
(5.7%)(29.4%)
239days265days
19*
(90.2%)(100%)
WETSStation(DailyRainfall):Lillington2.0W
WETSStation(30th&70thPercentile):DUNN4NW
GrowingSeason:3/1/2022to11/20/2022(264Days)
SuccessCriteriais13%ofthegrowingseason(35consecutivedays)
*Groundwatergauge19isforinformationalpurposesandwillnotbeheldtohydrologyperformancestandards.

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#1
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
days
#1
Gauge
consecutive
max
15
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#2
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#2
days
Gauge
consecutive
max
118
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#3
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
days#3
Gauge
consecutive
max
35
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#4
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#4
days
Gauge
consecutive
max
99
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#5
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#5
days
Gauge
consecutive
max
40
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
10102030405060
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#6
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#6
days
Gauge
consecutive
max
47
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#7
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
days
#7
Gauge
consecutive
max
5
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#8
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
days
#8
Gauge
consecutive
max
4
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#9
Gauge
2022
2
Surface
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#9
days
Gauge
consecutive
max
62
3/1/2022
Precipitation
SeasonGrowingofStart
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
11/20/2022
SeasonGrowingofEnd
Percentile
70th
&
days
30th
consecutive
max
Total
3
Precip
Rolling
Day
30
#10
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#10
Gauge
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#11
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
5/11
Gauge
5/5
Malfunction
#11
days
Gauge
consecutive
max
27
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#12
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#12
days
Gauge
consecutive
max
59
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#13
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#13
days
Gauge
consecutive
max
78
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#14
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#14
days
Gauge
consecutive
max
44
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#15
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#15
days
Gauge
consecutive
max
81
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#16
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#16
days
Gauge
consecutive
max
43
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#17
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
days
#17
Gauge
consecutive
max
17
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#18
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#18
days
Gauge
consecutive
max
78
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

(in)Precipitation
876543210
Percentile
11/20/2022
70th
SeasonGrowingofEnd
&
30th
Total
Precip
Rolling
Day
30
#19
Gauge
2022
Surface
2
Soil
Year
Groundwater
Creek
Monitoring
Level
Criteria
Daniels
#19
days
Gauge
consecutive
max
265
3/1/2022
SeasonGrowingofStart
Precipitation
Daily
JanFebMarAprMayJunJulAugSepOctNovDec
0
101020304050
(in)LevelWater

Dec
Nov
Oct
Sep
7/27
Level
located
#1
be
after
to
Probeunable
Criteria
Probe
Aug
Jul
Temperature
Temperature
Soil
#1
Jun
Creek
Probe
Soil
May
Daniels
Apr
Mar
00998
Plot
2017
Site
Feb
SAW
2022
Probe
No.
2
ID
Mitigation
Year
Jan
Creek
Action
90807060504030
Temperature
100
(F)Temperature
Soil DanielsUSACEMonitoring

Dec
Nov
Oct
Sep
Level
#2
Criteria
Probe
Aug
Jul
Temperature
Temperature
Soil
#2
Jun
Creek
Probe
Soil
5/11
May
Daniels Gauge
5/5
Malfunction
Apr
Mar
00998
Plot
2017
Site
Feb
SAW
2022
Probe
No.
2
ID
Mitigation
Year
Jan
Creek
Action
90807060504030
Temperature
100
(F)Temperature
Soil DanielsUSACEMonitoring

(D2)
NC)
Drought
Co.
Severe
(D1)
(Harnett
Drought
Months
Conditions
Moderate
(D0)
Drought
Dry
2022
Annual
Abnormally
2021
Co.
Harnett
Monitor
Drought
US
00998
NIDIS
Plot
from
2017
Site
data
SAW
2022
Conditions
2
No.
Condition
ID
Mitigation
Year
Drought
0
Creek
80604020
Drought
Action
12/29/20202/28/20214/30/20216/30/20218/31/202110/31/202112/31/20212/28/20224/30/20226/30/20228/31/202210/31/2022
100
(%)PercentageCategoryDrought
Annual
Annual DanielsUSACE Monitoring
1

Table13.ProjectActivityandReportingHistory
DanielsCreekMitigationSite
USACEActionIDNo.SAW201700998
MonitoringYear22022
TaskCompletionorDeliverable
ActivityorDeliverableDataCollectionComplete
Submission
MitigationPlanApprovedNovember2019November2019
Construction(Grading)CompletedNAApril2021
PlantingCompletedNAApril2021
AsBuiltSurveyCompletedApril2021April2021
StreamSurveyApril2021
BaselineMonitoringDocument(Year0)July2021
VegetationSurveyApril2021
StreamRepairsOctober2021
StreamSurveyNovember2021
Year1MonitoringFebruary2022
VegetationSurveyNovember2021
StreamSurveyMay2022
CoastalbermudagrassTreatmentMay2022
Year2MonitoringHerbaceousseedingJune2022December2022
VegetationSurveyAugust2022
TreatmentAugust2022
StreamSurvey2023
Year3MonitoringDecember2023
VegetationSurvey2023
Year4MonitoringDecember2024
StreamSurvey2025
Year5MonitoringDecember2025
VegetationSurvey2025
Year6Monitoring
December2026
StreamSurvey2027
Year7MonitoringDecember2027
VegetationSurvey2027
Table14.ProjectContactTable
DanielsCreekMitigationSite
USACEActionIDNo.SAW201700998
MonitoringYear22022
WildlandsEngineering,Inc.
Designer
312WestMillbrookRoad,Suite225
AngelaAllen,PE
Raleigh,NC27609
919.851.9986
LandMechanicDesigns,Inc.
ConstructionContractor
126CircleGLane
WillowSpring,NC27592
MonitoringPerformersWildlandsEngineering,Inc.
JasonLorch
Monitoring,POC
919.851.9986