The URL can be used to link to this page

Home My WebLink About20200021 Ver 1_BullChute_100137_MY1_2002_20230112ID#* 20200021 Select Reviewer: Ryan Hamilton Initial Review Completed Date 01/23/2023 Mitigation Project Submittal - 1/12/2023 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:* Matthew Reid Project Information O Yes O No Email Address:* matthew.reid@ncdenr.gov ID#:* 20200021 Version:* 1 Existing ID# Existing Version Project Type: • DMS Mitigation Bank Project Name: Bull Chute Stream and Riparian Wetland Mitigation Site County: Randolph Document Information Mitigation Document Type:* Mitigation Monitoring Report File Upload: BullChute_100137_MY1_2002.pdf 25.19MB Please upload only one PDF of the complete file that needs to be submitted... Signature Print Name: * Matthew Reid Signature: * MY1(2022)FINALMONITORINGREPORT BullChuteStreamandRiparianWetland MitigationSite RandolphCounty,NC YadkinRiverBasin CatalogingUnit03040103 DMSProjectIDNo.100137 FullDeliveryContractNo.787801 RFP#16007878(Issued:5/6/2019) USACEActionIDNo.SAW202000049 DWRProjectNo.20200021 DataCollection:AprilNovember2022 Submission:January2023 Preparedfor: NORTHCAROLINADEPARTMENTOFENVIRONMENTALQUALITY DIVISIONOFMITIGATIONSERVICES 1652MAILSERVICECENTER RALEIGH,NORTHCAROLINA276991652 ResponsestoDMSCommentletter(datedJanuary4,2023) MY0CommentFollowUp: TheUSACErequestedwetlandreestablishmentareasalongUT3andUT4becapturedwithrandom plotsinfuturemonitoring.ArandomplotwasincludedforUT4,butnorandomplotswereincluded inreestablishmentareasalongUT3.Pleaseincludetheseareasinfuturemonitoringefforts. NorandomplotswereperformedinthereestablishmentareasalongUT3;however,permanent plot20wasmovedtodemonstratevegetationperformancesuccesswithinthiscreditarea.A randomplotcanbeincludedinthisareaduringMY2(2023),ifrequested. SeveralmembersoftheIRThadquestionsregardingthegrowingseasondates.Clearwaterhas indicatedinthereportthatthegrowingseasonwillbebasedonthelatest30yearWETSdata (StationAsheboro2W,NC)andisdefinedasMarch18toNovember16.Thankyouformakingthis change. or20berelocatedtonearbywetlandreestablishmentareas. DWRrequestedeitherVegPlot19 VegPlot20wasrelocatedduringMY1totheoppositesideofUT3whichisinawetland reestablishmentareaasrequested. Inanefforttoidentifyandresolvepropertyissues,pleaseverifytheconservationeasementhasbeen inspected,markingisuptodate,fencingisintact,andnoencroachmentshavebeenidentified. AshortparagraphwasaddedtoSection3.4(MonitoringYear1Summary)indicatingthattheeasement wasinspected,iswellmarked,allfencingisintact,andnoencroachmentwasobserved. TableofContents,AppendixA:Table4AHshouldbe4AI.Therearecurrentlytwotableslabeled4H. Pleaseupdateaccordingly.Section3.1alsoreferences4AH. Thesecondtable4Hwaslabeled4I,andallreferencestothetableswereupdated. shouldbe10. Page5MonitoringSummaryTable:Tableindicates9gaugeswereinstalled.This Thiswaschangedtoindicate10gauges. Table6A:RecommendaddingspeciescommonnamesimilartoTable6B. CommonnameswereaddedtoTable6A. Vegetation:Approximately1/3ofthefixedplotseitherhavedominantspeciescompositiongreaterthan 50%orhavealowspeciescount.DoesClearwaterhaveconcernswiththespeciesdiversityatthesite? Overall,speciesdiversityisnotaconcernatthistime.Dominantspeciescompositionandlowspecies countswithinplotsdonotrepresentasitewidelackofdiversity.Speciesdiversitywillcontinuetobe years,andaplantingtargetedatspeciesdiversitywillbeproposedif monitoredthroughthecoming deemednecessary. GroundwaterGauge4Graph:SuggestrevisingGraph4,thelabelofͷАķğǤƭ͸isconfusinginthatitindicates atimeframegreaterthan7daysbycallingouttwo7dayperiods.Pleasereviseforclarity. Thegauge4graphwaseditedtoshowtwoseparatecalloutboxeswithtwoseparatearrows.Thisshould clarifythattwoseparate7dayperiodsoccurred. Table14:PleaseaddtwolinesbelowMY1MonitoringReportforVegetationSurveyandStreamSurvey collectionoccurredforeachentry. andincludedatesthatdata TheserowswereaddedtoTable14. DigitalDeliverableReview: Nocomments.Pleasesubmitupdatedfilesbasedoncommentsabove. MY1(2022)FINALMONITORINGREPORT BullChuteStreamandRiparianWetland MitigationSite RandolphCounty,NC YadkinRiverBasin CatalogingUnit03040103 DMSProjectIDNo.100137 FullDeliveryContractNo.787801 RFP#16007878(Issued:5/6/2019) USACEActionIDNo.SAW202000049 DWRProjectNo.20200021 DataCollection:AprilNovember2022 Submission:January2023 PreparedFor: PreparedBy: And ClearwaterMitigationSolutionsAxiomEnvironmental,Inc. 604MaconPlace218SnowAvenue Raleigh,NorthCarolinaRaleigh,NorthCarolina27603 Contact:KevinYatesContact:GrantLewis Phone:9196246901Phone:9192151693 TABLEOFCONTENTS 1.0PROJECTSUMMARY..........................................................................................................1 1.1P ROJECT B ACKGROUND,C OMPONENTS,AND S TRUCTURE.................................................................1 T ABLE 1.P ROJECT M ITIGATION Q UANTITIESAND C REDITS......................................................................2 T ABLE 2.S UMMARY:G OALS,P ERFORMANCE,AND R ESULTS...................................................................3 1.2S UCCESS C RITERIA....................................................................................................................4 2.0PROJECTMONITORINGΑMETHODS.................................................................................4 2.1M ONITORING.........................................................................................................................4 3.0MONITORINGYEAR1ΑDATAASSESSMENT......................................................................6 3.1S TREAM A SSESSMENT...............................................................................................................6 3.2H YDROLOGY A SSESSMENT.........................................................................................................6 3.3V EGETATIVE A SSESSMENT..........................................................................................................6 3.4M ONITORING Y EAR 1S UMMARY................................................................................................7 T ABLE 3.P ROJECT A TTRIBUTE T ABLE.................................................................................................8 4.0REFERENCES......................................................................................................................9 MY1MonitoringReport(ProjectNo.100137)TableofContentspagei BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 APPENDICES AppendixA.VisualAssessmentData Figure1.CurrentConditionsPlanView Table4AI.VisualStreamMorphologyStabilityAssessmentTable Table5.VegetationConditionAssessmentTable VegetationPlotPhotographs SitePhotoLog AppendixB.VegetationPlotData Table6A.PlantedBareRootWoodyVegetation Table6B.PermanentSeedMix Table7.VegetationPlotCountsandDensities Table8.VegetationPlotDataTablefromVegetationDataEntryTool AppendixC.StreamGeomorphologyData CrossSectionswithAnnualOverlays Table9AF.BaselineStreamDataSummaryTables Table10AE.CrossSectionMorphologyMonitoringSummary AppendixD.HydrologicData Table11.VerificationofBankfullEvents Table12.GroundwaterHydrologyData GroundwaterGaugeGraphs Tables13AF.ChannelEvidence SurfaceWaterGaugeGraphs FigureD1.30/70PercentileGraphforRainfall AppendixE.ProjectTimelineandContactInfo Table14.ProjectTimeline Table15.ProjectContacts MY1MonitoringReport(ProjectNo.100137)TableofContentspageii BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 1.0PROJECTSUMMARY ClearwaterMitigationSolutionshasestablishedtheNorthCarolinaDivisionofMitigationServices (NCDMS)BullChuteStream&WetlandMitigationSite(hereafterreferredtoastheͻ{źƷĻͼΜ͵The SiteincludesUnnamedTributaries(UTs)toCarawayCreekintheSouthernOuterPiedmont ecoregionofNorthCarolina.TheSiteislocatedintheYadkinRiverBasin,cataloguingunit 03040103andTargetedLocalWatershedandLocalWatershedPlanArea(CarawayCreek) 03040103050040andNorthCarolinaDivisionofWaterResources(NCDWR)subbasinnumber03 0838.Sitewatershedsrangefromapproximately0.008ofasquaremile(5.4acres)onUT2to 0.19ofasquaremile(120.9acres)atthe{źƷĻ͸ƭoutfall. 1.1ProjectBackground,Components,andStructure LocatedinRandolphCounty,lessthanonemilenorthwestofNewMarketand4.5miles northwestofRandleman,theSiteencompasses31.7acres.RestorationactivitieswithintheSite includedtheconstructionofmeandering,E/Ctypestreamchannelresultingin6974linearfeet ofPriorityIstreamrestoration,617linearfeetofstreamenhancement(LevelI),833linearfeet ofstreamenhancement(LevelII),450linearfeetofstreamenhancement(LevelIIwithan adjustedratio),3.13acresofriparianwetlandreestablishment,0.114acresofriparianwetland rehabilitation,and1.462acreofriparianwetlandenhancement.Thesiteisexpectedtoprovide 7742.933warmwaterstreamcreditsand3.937riparianwetlandcreditsbycloseout(Table1, page2).AconservationeasementwasgrantedtotheStateofNorthCarolinaandrecordedat theRandolphCountyRegisterofDeedsonApril9,2021. Priortoconstruction,theSitewascharacterizedbydisturbedforestandlivestockpasture.Site designwascompletedinMay2021.ConstructionstartedonSeptember6,2021andended withinafinalwalkthroughonMarch8,2022.TheSitewasplantedonMarch18,2022. Completedprojectactivities,reportinghistory,completiondates,andprojectcontactsare summarizedinTables1415(AppendixE). MY1MonitoringReport(ProjectNo.100137)page1 BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table1.BullChuteMitigationSite(ID100137)ProjectMitigationQuantitiesandCredits Original MitigationOriginalOriginalOriginal PlanAsBuiltMitigationRestorationMitigation ProjectSegmentFt/AcFt/AcCategoryLevelRatio(X:1)CreditsComments Stream UT1ReachA173187WarmEII2.5000 069.200 UT1ReachB 468456WarmEI1.50000312.000 UT1ReachC6868WarmEII2.5000027.200 UT1ReachD149149WarmEI1.5000099.333 UT1ReachE21642168WarmR1.000002,164.000 UT2592592WarmEII2.50000236.800 UT3ReachA418423WarmR1.0000 0418.000 UT3ReachB306303WarmEII*7.5000040.800 UT3ReachC11371119WarmR1.0000 01,137.000 UT4A 410402WarmR1.00000410.000 UT4B295290WarmR1.00000295.000 UT4C 180175WarmNoCredit0.000000.000 Approx.30lf(approx.sta.10+11to10+41)wasrealignedduring constructiontoavoiddamagingmaturetrees.Thisresultedinanincrease UT424822492WarmR1.000002,482.000 ofstreamrestorationfootagealongthisreachatMY0.However,no changetocreditingisproposedforMY0. UT5A 3736WarmNoCredit0.000000.000 UT5B3838WarmR1.0000 038.000 UT6121130WarmNoCredit0.000000.000 UT76877WarmEII*5.0000 013.600 Total:7,742.933 Wetland WetlandReestablish3.13RREE1.000003.130 WetlandRehabilitation0.11 40.114RRH1.500000.076 WetlandEnhancement1.4621.462RE2.000000.731 Total:3.937 ProjectCredits Stream RiparianNonRipCoastal RestorationLevelWarmCoolColdWetlandWetlandMarsh Restoration6,944.0000.0000.0000.0000.0000.000 Reestablishment3.1300.0000.000 Rehabilitation0.0760.0000.000 Enhancement0.7310.0000.000 EnhancementI411.3330.0000.000 EnhancementII333.2000.0000.000 EnhancementII*54.4000.0000.000*Enhancement Level II with an adjusted ratio (based on IRT comment and review). Creation0.0000.0000.000 Preservation0.0000.0000.0000.0000.000 Totals7,742.9333.937 TotalStreamCredit7,742.933 TotalWetlandCredit3.937 WetlandMitigationCategoryRestorationLevel CMCoastal MarshHQPHigh Quality Preservation RRiparianPPreservation NRNon-RiparianEWetland Enhancement - Veg and Hydro EIIStream Enhancement II EIStream Enhancement I CWetland Creation RHWetland Rehabilitation - Veg and Hydro REEWetland Re-establishment Veg and Hydro RRestoration withwith 3 stream years in 2023 page days channel channel Solutions and 30 structures January monitoring least stable stable atand a a channels Mitigation for separate CriteriaCriteriaCriteria year in flow channels indicate indicate stable easementeasementeasement given SuccessSuccessSuccess CriteriaCriteriaCriteriaCriteria events of stable surface Clearwater thethethe recordedrecorded any of in fromfromfrom 1.21.2 SuccessSuccessSuccessSuccess BHR HydrologyHydrologyHydrology overbank measurement measurements in EasementEasement substratesubstrate intermittent exceedexceed four excludedexcludedexcluded toto documentation WetlandVegetationWetlandVegetationWetlandVegetation changeVegetation documentation sectionsection not not Criteria 10% BHRDocumentContinuousLivestockAttainAttainConservationCrossappropriateVisualBHR<LivestockAttainLivestockAttainAttainCrossappropriateVisualstructures.AttainAttainConservation Success soil andand deep piped restore restoreshade historic streamsstreams toto at easementeasement and land/inputs increase SiteSite install through toto anddimension,dimension, and matter elevationelevation channels substratesubstrate agricultural conservationconservation adjacentadjacent compaction organic pattern,pattern, crossings compaction floodplainfloodplain reduce constructing reduce appropriateappropriate wetlandswetlands provide perpetualperpetual and properproper aa reduceby to crossings and property channel historichistoric withwith to areas atat withwith the withwith bufferbufferbufferbuffer livestock soils forded piped flooding from Results jurisdictionaljurisdictional channelschannels structures banks roughnessbanks buffersbuffers channelchannel Site treatment riparianriparianriparianriparian profileprofile existing and channelschannels elevation newnew stableexistingstable flowsflows at floodplain stream streamstream overbank livestockagricultural surface roughnessriparianriparian marshin rip woodywoodywoodywoody Mitigation ConstructoverbankPlantDeepsurfaceProtectConstructlongitudinalConstructlongitudinalRemoveConstructUpgradecrossingsStabilizePlantRemoveInstallPlantRestore/enhanceProvideripping/plowingRestorefloodplain ConstructPlantConstructoverbankProtectRestore/enhanceStabilizeInstall 100137) Objectives Performance,No. Wetland toto the andand neither Carolina Site Goals, stream(Project within Riparian flooding are the possible. and and nutrient North Report from stability extent degrading. channels contributions waters. Summary: Stream direct County, nor instream downstream inputs stream that 2. QUALITY Monitoring habitat. so Chute maximum MinimizeIncreaseSiteRemove Improve theaggradingpollutantreducedownstream side Table MY1BullRandolph HYDROLOGYWATERHABITAT Goals(1)(1)(1) 1.2SuccessCriteria Monitoringandsuccesscriteriaforstreamrestorationshouldrelatetoprojectgoalsandobjectives identifiedfromonsiteNCSAMandNCWAMdatacollection.Fromamitigationperspective,several ofthegoalsandobjectivesareassumedtobefunctionallyelevatedbyrestorationactivitieswithout directmeasurement.Othergoalsandobjectiveswillbeconsideredsuccessfuluponachieving successcriteria.ThefollowingsummarizesSiteannualsuccesscriteria. SuccessCriteria Streams AllstreamsmustmaintainanOrdinaryHighWaterMark(OHWM),perRGL0505. Continuoussurfaceflowinintermittentstreamsmustbedocumentedeachyearforaminimumof30 consecutivedays. Bankheightratio(BHR)cannotexceed1.2atanymeasuredcrosssection. BHRatanymeasurerifflecrosssectionshouldnotchangebymorethan10%frombaselineconditionduring anygivenmonitoringperiod. Thestreamprojectshallremainstableandallotherperformancestandardsshallbemetthroughfour separatebankfullevents,occurringinseparateyears,duringthemonitoringyears17. WetlandHydrology Saturationorinundation,measuredannually,withintheupper12inchesofthesoilsurfacefor,ataminimum, 12percentofthegrowingseason*,duringaverageclimaticconditions. Vegetation Withinplantedportionsofthesite,aminimumof320stemsperacremustbepresentatyear3;aminimum of260stemsperacremustbepresentatyear5;andaminimumof210stemsperacremustbepresentat year7. Treesmustaverage7feetinheightatyear5,and10feetinheightatyear7ineachplot. Plantedandvolunteerstemsarecounted,providedtheyareincludedintheapprovedplantinglistforthe site;naturalrecruitsnotontheplantinglistmaybeconsideredbytheIRTonacasebycasebasis. Anyvolunteerspeciesontheapprovedplantinglistmustbeestablishedforatleast2yearstocounttowards successandwillbesubjecttotheaverageheightstandard. *InaccordancewithIRTrequestaftersubmittaloftheMY0report,thegrowingseasonforthissitewillbebasedonthelatest30 yearWETSdata(StationAsheboro2W,NC)andisdefinedasMarch18toNovember16. 2.0PROJECTMONITORINGΑMETHODS Monitoringwillbeconductedinaccordancewith2016NCIRTGuidelines.Monitoringwillbe conductedbyAxiomEnvironmental,Incbasedontheschedulebelow.Asummaryofmonitoringis outlinedinSection3.1.AnnualmonitoringreportswillbesubmittedtotheNCDMSbyRestoration SystemsnolaterthanDecember1ofeachmonitoringyeardataiscollected. MonitoringSchedule ResourceYear1Year2Year3Year4Year5Year6Year7 Streams Wetlands Vegetation VisualAssessment ReportSubmittal 2.1Monitoring Themonitoringparametersaresummarizedinthefollowingtable. MY1MonitoringReport(ProjectNo.100137)page4 BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 5 a at area on 2023 1992 each page the for NC, Solutions of volunteer, monitoringmonitoring written data.data.data. W, a located depictedvs. data 2 January report. documentation, data. eacheach height dates. period be be with therain tabulartabulartabular forfor rain and will in start planted Mitigation photo periodperiod photograph will and andandand figuredatadata Asheboro stems/acre Collected/ReportedCollected/ReportedCollected/Reported and and/or monitoring Species season concern viewheight, included waterwater points Data GraphicGraphicGraphic DataData of evidence, (Station plan Clearwater Groundwater growing data Species, Areas SurfaceSurfaceVisual assessment photo verify WETS UT 7to the and 1, year on Siteeach UT 3, UT 30 addition, the UT and on channelschannels required 1, In documented throughout 4B, sections latest selected be throughout UT is 4 across channels wetlands UT the gauges onnot monitoring streamstream year UT year. cross visits spread 4A, on will 26 points. spread UT randomly water Number/ExtentNumber/ExtentNumber/Extent Site of restored instabilityduringrestored gauges 3, based if restoredrestored gauges plots plots UT be Total AllAll origin 10 crest 21 2, surface Only 10 3 Periodic 6will plot sitedocumentation 77 7 the as this andand 7 Parameters burst 16* Parameters and for throughthrough5,5, Parameters with and6, bud 3,3, otherwisedefined 5,5, periodperiodperiod 2,2, through year vegetation and 3,4, season 1,1, 2,3, November the at Stream YearlyYearlyrecordingrecording Wetland season required)1,2, (unless Vegetation 18 YearsYears 1, and growing monitoringmonitoringmonitoring built Continuous Schedule/FrequencySchedule/FrequencySchedule/Frequency Years built,built, the March As temperature Years growing throughout AsAs ContinuousContinuous Soil , report, sections Site size days). CVS in MY0 waterwater plots, 0.0247 cross (244 the size; 2008) Vegetation of in 16 all cameracamera plots al. meters) survey surfacesurface Mitigation sections gauges at Evidence et trailtrail 100137) vegetation sections meters) Cross (Lee square Recording submittal Assessments MethodMethodMethod November No. taken Wetland 4.2 and/orand/orvegetation for monitoringmonitoring to Cross (100 longitudinal after squarerandom be Visual 18 Groundwater Full Visual/Physicalacre Additional Carolina gaugesgauges (100 Version(Project will Protocol Riparian Annual request March Permanent ContinuousContinuous acre EEP 0.0247 as crossings. IRT and North Report points Summary with and and defined Stream County, is Events Profile Photo Stability Hydrology Dimensionand Monitoring vigor Chute culverts accordance Wetland ParameterParameterParameter Vegetation Restoration Stream Bankfull Monitoring*In2022)Note:all MY1BullRandolph Channel Stream Stream establishment 3.0MONITORINGYEAR1ΑDATAASSESSMENT AnnualmonitoringandsitevisitswereconductedbetweenAprilandNovember2022toassess theconditionoftheproject.Stream,wetland,andvegetationcriteriafortheSitefollowthe approvedsuccesscriteriapresentedintheMitigationPlanandsummarizedinSection1.2; monitoringmethodsaredetailedinSection2.0. 3.1StreamAssessment MorphologicalsurveysforMY1wereconductedonNovember29,2022.Allstreamswithinthe Sitearestableandfunctioningasdesigned.RefertoAppendixAfortheVisualStream MorphologyStabilityAssessmentTable(Table4AI)andStreamPhotographs.RefertoAppendix CforStreamGeomorphologyData.NostreamareasofconcernwereidentifiedduringMY1 (2022). ThreebankfulleventsweredocumentedduringMY1(2022)(Table11,AppendixD). Additionally,allSitetributariesshowedevidenceofchannelformationduringMY1(2022),with eachstreamflowgaugedocumentinggreaterthan30consecutivedaysofflow(Tables13AFand FlowGaugeGraphs,AppendixD). 3.2HydrologyAssessment Sevenofthe10groundwatermonitoringgaugesmetsuccesscriteriaduringMY1(2022).Dueto constructionandfencingactivities,gaugeswereunabletobeinstalleduntilApril5andMay18, 2022.Gauge1capturedahydroperiodofjust1dayand,whichislikelybecauseitwasinstalled alongoneofthefinalreachestocompleteconstruction.Withnormalrainfallandadequatetime forgroundwatertorechargeinthisarea,itisexpectedtomeetsuccesscriteriaduringMY2 (2023).Gauge3wasnotinstalleduntilMay18duetoongoingfencingconstructionactivities alongthisreach.Itcaptureda19day(7.8%)hydroperiodafteritsinstallation,anditisexpected tohavemetsuccesscriteriaifinstalledearlierinthegrowingseason.Gauge4wasinstalledina noncreditgeneratingareatomonitorthepossibleformationofwetlandsaftertheremovalof draintileupstreamoftheUT1origin.MY1(2022)hydrologydataindicatesuncertaintyin wetlanddevelopmentinthisarea,butitwillbemonitoredduringfutureyearsforpossible wetlandformation. 3.3VegetativeAssessment TheMY1(2022)vegetativesurveywascompletedonAugust30,2022.Vegetationmonitoring resultedinasitewidestemdensityaverageof609plantedstemsperacre,abovetheinterim requirementof320stemsperacrerequiredatMY3.All21fixedvegetationplotsand10 temporaryplotsmettheinterimsuccesscriteria.PleaserefertoAppendixAforVegetationPlot PhotographsandtheVegetationConditionAssessmentTable,andAppendixBforMY1 VegetationPlotData.NovegetationareasofconcernwereidentifiedduringMY1. MY1MonitoringReport(ProjectNo.100137)page6 BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 3.4MonitoringYear1Summary Overall,theSitelooksgood,isperformingasintended,andisontracktomeetsuccesscriteria. AllvegetationplotsareontracktoexceedtheMY3interimrequirementof320plantedstems peracre,wetlandsaretrendingtowardsuccess,andallstreamswithintheSitearestableandare meetingprojectgoals. TheconservationeasementboundarywasinspectedduringMY1.Theeasementiswellmarked withuptodatesignage,andallfencingisintact.Noareasofeasementencroachmentwere observedduringMY1. MY1MonitoringReport(ProjectNo.100137)page7 BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table3.ProjectAttributeTable ProjectNameBullChuteStreamandRiparianWetlandMitigationSite CountyRandolphCounty,NorthCarolina ProjectArea(acres)31.7 ProjectCoordinates(latitudeandlongitudedecimaldegrees)35.8325,79.8879 ProjectWatershedSummary Information PhysiographicProvinceSouthernOuterPiedmont RiverBasin Yadkin USGSHydrologicUnit8digit3040103050040 DWRSubbasin 030709 ProjectDrainageArea(acres)218.5 ProjectDrainageAreaPercentageofImperviousArea <2% LandUseClassificationManagedHerbaceousCover&HardwoodSwamps ReachSummaryInformation Parameters UT1UT2UT3UT4UT4A/BUT4CUT5UT6UT7 Preprojectlength(feet)3022592186124827051807512168 Postproject(feet)3149592190725586931757513077 Valleyconfinement(Confined,moderatelyconfined, A,CA,CA,CA,CA,CA,CA,CA,CA,C Drainagearea(acres) 97.648.148.1120.910.2/8.98.312.55.416 Perennial,Intermittent,Ephemeral Int/PerIntInt/PerPerIntIntIntIntInt NCDWRWaterQualityClassificationC DominantStreamClassification(existing) --- G5G5Fg/G5Eg/Cf5 DominantStreamClassification(proposed) Ce3/4Ce3/4Ce3/4Ce3/4Ce3/4Ce3/4Ce3/4 Evolutionaryclass(Simon)ifapplicable Dominant IVIVIVIVIVIIIIIIIIIIII WetlandSummaryInformation ParametersWetlands Preproject(acres)3.130acredrained&1.576acredegraded Postproject(acres)3.206restored&0.731enhanced WetlandType(nonriparian,riparian) Riparianriverine MappedSoilSeriesMecklenburg,WynottEnonComplex,andfieldidentifiedWehadkeeVariant SoilHydricStatus Nonhydric,Nonhydric,andHydric RegulatoryConsiderations ParametersApplicable?Resolved?SupportingDocs? WateroftheUnitedStatesSection404YesYesSection404Permit WateroftheUnitedStatesSection401YesYesSection401 EndangeredSpeciesActYesYesCEDocument HistoricPreservationActYesYesCEDocument CoastalZoneManagementAct(CZMAorCAMA)NoN/AN/A EssentialFisheriesHabitatNoN/AN/A 4.0REFERENCES Lee,M.T.,R.K.Peet,S.D.Roberts,andT.R.Wentworth.2008.CVSEEPProtocolforRecording Vegetation.Version4.2.NorthCarolinaDepartmentofEnvironmentandNatural Resources,EcosystemEnhancementProgram.Raleigh,NorthCarolina. NorthCarolinaDivisionofMitigationServices(NCDMS).2014.StreamandWetlandMitigation MonitoringGuidelines.NorthCarolinaDepartmentofEnvironmentalQuality,Raleigh,North Carolina. NorthCarolinaStreamFunctionalAssessmentTeam.(NCSFAT2015).N.C.StreamAssessment Method(NCSAM)UserManual.Version2.1. NorthCarolinaWetlandFunctionalAssessmentTeam.(NCWFAT2010).N.C.Wetland AssessmentMethod(NCWAM)UserManual.Version4.1. Rosgen,D.1996.AppliedRiverMorphology.WildlandHydrology(Publisher).PagosaSprings, Colorado. SimonA,HuppCR.1986.GeomorphicandVegetativeRecoveryProcessesAlongModified TennesseeStreams:AnInterdisciplinaryApproachtoDisturbedFluvialSystems.Forest HydrologyandWatershedManagement.IAHSAISHPubl. MY1MonitoringReport(ProjectNo.100137)page9 BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 APPENDIXA VisualAssessmentData Figure1.CurrentConditionsPlanView Tables4AI.StreamVisualStabilityAssessment Table5.VisualVegetationAssessment VegetationPlotPhotographs SitePhotoLog MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 1 T as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 4646100%4646100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 1 3149Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length6298 Channel Visual StreamBank Major 4A. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 00100%00100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 2 592Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length1184 Channel Visual StreamBank Major 4B. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 3030100%3030100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 3 1907Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length3814 Channel Visual StreamBank Major 4C. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 2727100%2727100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 4 2558Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length5116 Channel Visual StreamBank Major 4D. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 1717100%1717100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 4A 401Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length802 Channel Visual StreamBank Major 4E. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 1010100%1010100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 4B 290Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length580 Channel Visual StreamBank Major 4F. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 44100%44100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 4C 175Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length350 Channel Visual StreamBank Major 4G. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 00100%00100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 5 75Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length150 Channel Visual StreamBank Major 4H. Table ReachUTAssessedAssessed BankStructureGrade as Stable, %Intended Performing of 0100%0100%0100% Footage Unstable 2022 Amount 29, built Number As November in Total Date: as Survey 11100%11100% Stable, Number Intended Performing the are Does guidance and not across collapse0100% growth likely. or does poor grade of monitoring appears sustainable calving, from influence DMS of failure in appear simply slumping, bank maintenance table extent modest, that this resulting are Totals for rotational, exhibiting structures extent cover that the the guidance to scour structures within (See vegetative undercuts geotechnical habitat. eroding 15%. surface and control lackingtoeerosion include 7 77Bankand/orBankNOTprovidingFluvialGradesill.Bankexceeddocument) Assessment Stability Scour/Bare Control FailureProtection CategoryMetric Erosion Stream SurfaceBankToeBankBank Length Length154 Channel Visual StreamBank Major 4I. Table ReachUTAssessedAssessed BankStructureGrade Planted noted Easement ofAcreage Acreage of % % Encroachments 0.000.0%0.000.0% 0 AcreageAcreage CombinedCombined acres0.000.0%acres0.000.0%acres0.000.0% none Total MappingMapping ThresholdThreshold 0.10 Total Cumulative native, calculated Species be criteria.0.10acres0.000.0% outcompete therefore Standard.0.10 count will communities. directly stem and to MY existing for Performance potential easement summary. MY current the the on structure report with current material.0.10in within based and species levels meeting community identified areas or not herbaceous be target is Include and term planted should below height of short acreage. woody the above clearly both averagein outside of easement stems occur where densities cover total summation may in areas stemthe woody limited 28.5 Plantedagainstyoung,includedEncroachmentmaybepoint,line,orpolygon.Encroachmenttobemappedconsistsofanyviolationofrestrictionsspecifiedintheconservationeasement.Commonencroachmentsaremowing,cattle access,vehicularaccess.Encroachmenthasnothresholdvalueaswillneedtobeaddressedregardlessofimpactarea. Invasives Assessment Areas Rates AreasWoody Vegetation Concern of Growth CategoryDefinitionsCategoryDefinitions Acreage31.7 Encroachment Density Visual Poor Areas acreage 5. of AreasVery Stem Table PlantedVegetation BareLowAreas EasementVegetation InvasiveEasement Bull Chute Mitigation Site MY1 (2022) Vegetation Monitoring Photographs (taken August 30, 2022) Plot 1 Plot 2 Plot 3Plot 4 Plot 5Plot 6 Plot 8 Plot 7 MY1 Monitoring Report (Project No. 100137)Appendices Bull Chute Stream and Riparian Wetland Mitigation SiteClearwater Mitigation Solutions Randolph County, North CarolinaDecember 2022 Bull Chute Mitigation Site MY1 (2022) Vegetation Monitoring Photographs (taken August 30, 2022) Plot 9 Plot 10 Plot 11Plot 12 Plot 13Plot 14 Plot 16 Plot 15 MY1 Monitoring Report (Project No. 100137)Appendices Bull Chute Stream and Riparian Wetland Mitigation SiteClearwater Mitigation Solutions Randolph County, North CarolinaDecember 2022 Bull Chute Mitigation Site MY1 (2022) Vegetation Monitoring Photographs (taken August 30, 2022) Plot 17 Plot 18 Plot 19Plot 20 (photo taken 11/29/22) Plot 21 MY1 Monitoring Report (Project No. 100137)Appendices Bull Chute Stream and Riparian Wetland Mitigation SiteClearwater Mitigation Solutions Randolph County, North CarolinaDecember 2022 Bull Chute Mitigation Site MY1 (2022) Site Photo Log Photo Point 1A: UT-1 Upper Crossing, Upstream End Facing Downstream Photo Point 1B: UT-1 Upper Crossing, Downstream End Facing Upstream MY1 Monitoring Report (Project No. 100137)Appendices Bull Chute Stream and Riparian Wetland Mitigation SiteClearwater Mitigation Solutions Randolph County, North CarolinaDecember 2022 Bull Chute Mitigation Site MY1 (2022) Site Photo Log Photo Point 2A: UT-1 Lower Crossing, Upstream End Facing Downstream Photo Point 2B: UT-1 Lower Crossing, Downstream End Facing Upstream MY1 Monitoring Report (Project No. 100137)Appendices Bull Chute Stream and Riparian Wetland Mitigation SiteClearwater Mitigation Solutions Randolph County, North CarolinaDecember 2022 Bull Chute Mitigation Site MY1 (2022) Site Photo Log Photo Point 3A: UT-3 Crossing, Upstream End Facing Downstream Photo Point 3B: UT-3 Crossing, Downstream End Facing Upstream MY1 Monitoring Report (Project No. 100137)Appendices Bull Chute Stream and Riparian Wetland Mitigation SiteClearwater Mitigation Solutions Randolph County, North CarolinaDecember 2022 Bull Chute Mitigation Site MY1 (2022) Site Photo Log Photo Point 4A: UT-4 Crossing, Upstream End Facing Downstream Photo Point 4B: UT-4 Crossing, Downstream End Facing Upstream MY1 Monitoring Report (Project No. 100137)Appendices Bull Chute Stream and Riparian Wetland Mitigation SiteClearwater Mitigation Solutions Randolph County, North CarolinaDecember 2022 AppendixB VegetationData Table6A.PlantedBareRootWoodyVegetation Table6B.PermanentSeedMix Table7.VegetationPlotCountsandDensities Table8.VegetationPlotDataTablefromVegetationDataEntryTool MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table6A.PlantedBareRootWoodyVegetation BullChuteStreamandRiparianWetlandMitigationSite SpeciesWetlandIndicatorTotal Acres28.5 TagAlder(Alnusserrulata)OBL2,500 RiverBirch(Betulanigra)FACW4,000 Redbud(Cerciscanadensis)FACU600 MockernutHickory(Caryatomentosa)FACU200 Silkydogwood(Cornusamomum)FACW5,000 CommonPersimmon(Diospyrosvirginiana)FAC420 Tuliptree(Liriodendrontulipifera)FACU1,700 BlackGum(Nyssasylvatica)FAC600 Sycamore(Platanusoccidentalis)FACW5,500 WaterOak(Quercusnigra)FAC5,500 WillowOak(Quercusphellos)FAC4,000 BlackWillow(Salixnigra)OBL1,600 TOTALS31,620 AverageStems/Acre1,110 MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table6B.PermanentSeedMix BullChuteStreamandRiparianWetlandMitigationSite SpeciesWetlandIndicatorPercentofTotalMix Redtop(Agrostisgigantea)FACW10% VAWildRye(Elymusvirginicus)FACW15% Switchgrass(Panicumvirgatum)FAC15% EasternGammagrass(Tripsacumdactyloides)FAC5% PASmartweed(Polygonumpensylvanicum)FACW5% LittleBluestem(Schizachyriumscoparium)FACU5% SoftRush(Juncuseffusus)FACW5% BurMarigold(Bidenscernua)OBL10% LanceleavedTickseed(Coreopsislanceolata)FACU10% Deertongue(Dichantheliumclandestinum)FAC10% BigBluestem(Andropogongerardii)FAC5% Indiangrass(Sorghastrumnutans) FACU5% TOTAL100% MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table7.PlantedVegetationTotals BullChuteStreamandRiparianWetlandMitigationSite Plot#PlantedStems/AcreSuccessCriteriaMet? 1 931Yes 2 729Yes 3 364Yes 4 526Yes 5 891Yes 6 729Yes 7 607Yes 8 1214Yes 9 405Yes 10 405Yes 11 486Yes 12 1457Yes 13 850Yes 14 526Yes 15 891Yes 16 729Yes 17 567Yes 18 526Yes 19 405Yes 20*688Yes 21 405Yes Transect1(2x50m)324Yes Transect2(2x50m)445Yes Transect3(2x50m)648Yes Transect4(2x50m)405Yes Transect5(2x50m)364Yes Transect6(2x50m)567Yes Transect7(2x50m)324Yes Transect8(2x50m)405Yes Transect9(4x25m)405Yes Transect10(4x25m)648Yes AveragePlantedStems/Acre609Yes *AtrequestofIRT,plot20wasmovedintoanearbywetlandreestablishmentareapriortoMY1monitoring. MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 that F species 7 , Plot (bolded) year monitoring FVeg 6 current Plot the stems. for 1122 proposed addendum and plan FVeg 5 Plot approved, mitigation Veg a plan 997711 through mitigation post proposed F 4 being Plot approved, are plan 229911 that species mitigation from includes FVeg 3 data Plot section includes Species" Plan Standard" FVeg Mitigation 2 Performance Plot "Post approved. Plan The been 221155 plan. has Mitigation species "Post mitigation 454645421211120000000454645421211120000000 the 26181313221822623377384139822618131322182262337738413982(italicized). 931729364526891729607931729364526891729607 the FVeg 1 that Plot approved approved whereas Veg indicates not 883333661166111133115511221111 plan, original are PlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotal font the that in regular mitigation a species Status included and Indicator original and were the font), in hrubthat approved, Tree/S not (regular included species are 0130 those stems oakTreeOBL Name oakTreeFAC oakTreeFAC species redbudTreeFACU alderTreeOBL101011 sycamoreTreeFACW birchTreeFACW22221818 0408 persimmonTreeFAC addendum NANA only 28.5dogwoodShrubFACW1616 from 0.0247 20222022 plan (%)(%) only Tool italicized contains (ft.)(ft.) Entry year, CountCount derived mitigation is section a Data HeightHeight CountCompositionCountComposition StemStem Plan" PlotPlot InvasivesInvasives section YearYear monitoring %% Stems/AcreStems/Acre through SpeciesSpecies SpeciesSpecies Vegetation years AverageAverage sp. CurrentCurrent current Standard2626181813131313222218182222 tulipiferatuliptreeTreeFACU nigrawater NameCommon lyrataovercup Mitigation nigrariverphelloswillow Standard" virginianacommon from amomumsilky sylvaticablackgumTreeFAC the occidentalisAmerican serrulatahazel DominantDominant canadensiseastern for Quercus Table Betula Quercus Quercus Nyssa Alnus Scientific Quercus monitoring Cornus Cercis Approved Diospyros Platanus Liriodendron Data in Plant(s) Performance prior proposed Plot in Plan are Included Survey Plant in PlanPlan approved species Supplemental Vegetation (ACRES) Acreage InitialCurrent ofMowing "Species"Mitigation 8. Plan SumPerformance been ofof Mitigation size Species StandardStandardBoldedTheThe Approved Included PerformancePerformance MitigationMitigationPost Table PlantedDateDate(s)Date(s)DatePlot1).2).have3). that F species 14 , Plot (bolded) year monitoring FVeg 13 current Plot the stems. for 5555 proposed addendum and plan FVeg 12 approved, Plot mitigation a plan through mitigation post proposed FVeg 11 being Plot approved, are plan 1144 that species mitigation from includes FVeg 10 data Plot section Vegincludes Species" Plan Standard" F Mitigation 9 Performance Plot "Post approved. Plan The been 1111224455 plan. has Mitigation species "Post mitigation 764486311222320000000764486311222320000000 the 30101016362113233050753933463010101636211323305075393346(italicized). the 1214405405486145785052612144054054861457850526 FVeg 8 that Plot approved approved whereas Veg indicates not 6611332266222222227733114477331133113311 plan, original are PlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotal font the that in regular mitigation a species Status included and Indicator original and were the font), in hrubthat approved, Tree/S not (regular included species are 0130 those stems oakTreeOBL11 Name oakTreeFAC oakTreeFAC species redbudTreeFACU alderTreeOBL sycamoreTreeFACW birchTreeFACW 0408 persimmonTreeFAC55 addendum NANA only 28.5dogwoodShrubFACW5512121414 from (continued) 0.0247 20222022 plan (%)(%) only Tool italicized contains (ft.)(ft.) Entry year, CountCount derived mitigation is section a Data HeightHeight CountCompositionCountComposition StemStem Plan" PlotPlot InvasivesInvasives section YearYear monitoring %% Stems/AcreStems/Acre through SpeciesSpecies SpeciesSpecies Vegetation years AverageAverage sp.66222211 CurrentCurrent current Standard3030101010101616363621211313 tulipiferatuliptreeTreeFACU nigrawater NameCommon lyrataovercup Mitigation nigrariverphelloswillow Standard" virginianacommon from amomumsilky sylvaticablackgumTreeFAC the occidentalisAmerican serrulatahazel DominantDominant canadensiseastern for Quercus Table Betula Quercus Quercus Nyssa Alnus Scientific Quercus monitoring Cornus Cercis Approved Diospyros Platanus Liriodendron Data in Plant(s) Performance prior proposed Plot in Plan are Included Survey Plant in PlanPlan approved species Supplemental Vegetation (ACRES) Acreage InitialCurrent ofMowing "Species"Mitigation 8. Plan SumPerformance been ofof Mitigation size Species StandardStandardBoldedTheThe Approved Included PerformancePerformance MitigationMitigationPost Table PlantedDateDate(s)Date(s)DatePlot1).2).have3). that F species 21 , Plot (bolded) 22 year monitoring FVeg 20 current Plot the Veg stems. for proposed addendum and plan F 19 approved, Plot mitigation a plan 113333 through mitigation post proposed FVeg 18 being Plot approved, are plan that species mitigation from includes FVeg 17 data Plot section includes 111133 Species" Plan Standard" FVeg Mitigation 16 Performance Plot"Post approved. Plan The been 11222211 plan. has Mitigation species "Post mitigation 55644442222146200000005564444222214620000000 the 22181413101811504436384056552218141310181150443638405655(italicized). 891729567526405688405891729567526405688405 FVeg the 15 that approved Plot approved whereas Veg indicates not 22885544110664444225522 plan, original are PlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotalPlantedTotal font the that in regular mitigation a species Status included and Indicator original and were the font), in hrubthat approved, Tree/S not (regular included species are 0130 those stems oakTreeOBL Name oakTreeFAC oakTreeFAC1111 species redbudTreeFACU alderTreeOBL sycamoreTreeFACW birchTreeFACW 0408 persimmonTreeFAC addendum NANA only 28.5dogwoodShrubFACW111144 from (continued) 0.0247 20222022 plan (%)(%) only Tool italicized contains (ft.)(ft.) Entry year, CountCount derived mitigation is section a Data HeightHeight CountCompositionCountComposition StemStem Plan" PlotPlot InvasivesInvasives section YearYear monitoring %% Stems/AcreStems/Acre through SpeciesSpecies SpeciesSpecies Vegetation years AverageAverage sp.441133334422 CurrentCurrent current Standard222218181414131310109181111 tulipiferatuliptreeTreeFACU nigrawater NameCommon lyrataovercup Mitigation nigrariverphelloswillow Standard" virginianacommon from amomumsilky sylvaticablackgumTreeFAC the occidentalisAmerican serrulatahazel DominantDominant canadensiseastern for Quercus Table Betula Quercus Quercus Nyssa Alnus Scientific Quercus monitoring Cornus Cercis Approved Diospyros Platanus Liriodendron Data in Plant(s) Performance prior proposed Plot in Plan are Included Survey Plant in PlanPlan approved species Supplemental Vegetation (ACRES) Acreage InitialCurrent ofMowing "Species"Mitigation 8. Plan SumPerformance been ofof Mitigation size Species StandardStandardBoldedTheThe Approved Included PerformancePerformance MitigationMitigationPost Table PlantedDateDate(s)Date(s)DatePlot1).2).have3). that species , (bolded) year monitoring current the stems. for proposed R addendum 10 and plan Plot approved, RVeg mitigation 9 a plan Plot through mitigation RVeg 8 post Plotproposed being approved, RVeg are 7 plan 8122 that Plot species mitigation RVeg 6 from 14 Plot includes data section RVeg 5 includes Plot Species" Plan Standard" RVeg 4 Plot Mitigation Performance "Post approved. RVeg Plan 3 The been 11423 Plot plan. has Mitigation RVeg 2species "Post mitigation 335121415 the (italicized). Plot the that approved RVeg approved whereas 1 indicates not 235464344422121112220000000000235464344422121112220000000000 101316109141110101670623850335073404038101316109141110101670623850335073404038 Plotplan, 324445648405364567324405405648324445648405364567324405405648 original TotalTotalTotalTotalTotalTotalTotalTotalTotalTotal are font Veg the that in regular mitigation a species Status included and Indicator original and were the font), in hrubthat approved, Tree/S not (regular included species are 0130 those stems oakTreeOBL Name oakTreeFAC oakTreeFAC3113 species redbudTreeFACU11 alderTreeOBL sycamoreTreeFACW3833 birchTreeFACW723216 0408 persimmonTreeFAC addendum NANA only 28.5dogwoodShrubFACW from (continued) 0.0247 20222022 plan (%)(%) only Tool italicized contains (ft.)(ft.) Entry year, CountCount derived mitigation is section a Data HeightHeight CountCompositionCountComposition StemStem Plan" PlotPlot InvasivesInvasives section YearYear monitoring %% Stems/AcreStems/Acre through SpeciesSpecies SpeciesSpecies Vegetation years AverageAverage sp. CurrentCurrent current Standard1013161091411101016 tulipiferatuliptreeTreeFACU674 nigrawater NameCommon lyrataovercup Mitigation nigrariverphelloswillow Standard" virginianacommon from amomumsilky sylvaticablackgumTreeFAC the occidentalisAmerican serrulatahazel DominantDominant canadensiseastern for Quercus Table Betula Quercus Quercus Nyssa Alnus Scientific Quercus monitoring Cornus Cercis Approved Diospyros Platanus Liriodendron Data in Plant(s) Performance prior proposed Plot in Plan are Included Survey Plant in PlanPlan approved species Supplemental Vegetation (ACRES) Acreage InitialCurrent ofMowing "Species"Mitigation 8. Plan SumPerformance been ofof Mitigation size Species StandardStandardBoldedTheThe Approved Included PerformancePerformance MitigationMitigationPost Table PlantedDateDate(s)Date(s)DatePlot1).2).have3). AppendixC StreamGeomorphologyData CrossSectionswithAnnualOverlays Table9AF.BaselineStreamDataSummaryTables Table10AE.CrossSectionMorphologyMonitoringSummary MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Elevation (feet) Table9A.BaselineStreamDataSummary BullChuteUT1 MonitoringBaseline Parameter PreExistingCondition(applicaple)Design(MY0) RiffleOnly MinMeanMedMaxnMinMaxMinMaxn 8.5168.59.85.510.25 BankfullWidth(ft) 5.6 101410050150251005 FloodproneWidth(ft) 0.40.71.10.60.70.20.85 BankfullMeanDepth(ft) 0.61.11.40.81.10.41.15 BankfullMaxDepth(ft) 2 666661.38.15 ) BankfullCrossSectionalArea(ft 5.112.140121612.822.95 Width/DepthRatio 1.11.415.95.915.34.611.45 EntrenchmentRatio 1.32.8511.311 5 BankHeightRatio Maxpartsize(mm)mobilizedatbankfull RosgenClassification G5Ce3/4Ce4 BankfullDischarge(cfs) 22.922.922.9 Sinuosity(ft) 1.031.151.15 WaterSurfaceSlope(Channel)(ft/ft) 0.02110.01890.0197 Other Table9B.BaselineStreamDataSummary BullChuteUT3 MonitoringBaseline Parameter PreExistingCondition(applicaple)Design(MY0) RiffleOnly MinMeanMedMaxnMinMaxMinMaxn 3.35.17.16.77.78.010.02 BankfullWidth(ft) 79505010075752 FloodproneWidth(ft) 0.50.71.10.50.60.60.62 BankfullMeanDepth(ft) 0.811.70.60.80.91.02 BankfullMaxDepth(ft) 2 3.73.73.73.73.74.86.42 BankfullCrossSectionalArea(ft) 37.313.5121612.415.62 Width/DepthRatio 1.11.513.57.5137.59.42 EntrenchmentRatio 1.52.5411.3 11 2 BankHeightRatio Maxpartsize(mm)mobilizedatbankfull G5Ce3/4Ce4 RosgenClassification 13.713.713.7 BankfullDischarge(cfs) 1.021.151.15 Sinuosity(ft) 0.02540.02250.0199 WaterSurfaceSlope(Channel)(ft/ft) Other Table9C.BaselineStreamDataSummary BullChuteUT4Upstream MonitoringBaseline Parameter PreExistingCondition(applicaple)Design(MY0) RiffleOnly MinMeanMedMaxnMinMaxMinMaxn 58.310.47.28.38.58.92 BankfullWidth(ft) 611245010075.075.02 FloodproneWidth(ft) 0.40.60.90.50.60.60.62 BankfullMeanDepth(ft) 0.51.11.20.70.90.81.02 BankfullMaxDepth(ft) 2 4.34.34.34.34.35.15.82 BankfullCrossSectionalArea(ft ) 5.615.426121613.714.12 Width/DepthRatio 1.11.32.6712.18.48.82 EntrenchmentRatio 2.53.15.411.3 1.01.0 2 BankHeightRatio Maxpartsize(mm)mobilizedatbankfull Fg5Ce3/4Ce4 RosgenClassification 16.116.116.1 BankfullDischarge(cfs) 1.061.151.15 Sinuosity(ft) 0.2120.01960.0182 WaterSurfaceSlope(Channel)(ft/ft) Other Table9D.BaselineStreamDataSummary BullChuteUT4Downstream MonitoringBaseline Parameter PreExistingCondition(applicaple)Design(MY0) RiffleOnly MinMeanMedMaxnMinMaxMinMaxn 7.89.2109.110.511.011.01 BankfullWidth(ft) 9111450150100.0100.01 FloodproneWidth(ft) 0.70.80.90.70.80.80.81 BankfullMeanDepth(ft) 0.911.10.81.11.21.21 BankfullMaxDepth(ft) 2 6.96.96.96.96.98.58.51 BankfullCrossSectionalArea(ft) 6.89.712.6121614.014.01 Width/DepthRatio 1.11.21.45.514.39.19.11 EntrenchmentRatio 4.75.35.911.3 1.01.0 1 BankHeightRatio Maxpartsize(mm)mobilizedatbankfull G5Ce3/4Ce4 RosgenClassification 26.726.726.7 BankfullDischarge(cfs) 1.021.151.15 Sinuosity(ft) 0.01650.01460.01484 WaterSurfaceSlope(Channel)(ft/ft) Other Table9E.BaselineStreamDataSummary BullChuteUT4A MonitoringBaseline Parameter PreExistingCondition(applicaple)Design(MY0) RiffleOnly MinMeanMedMaxnMinMaxMinMaxn 3.34.53.94.64.74.71 BankfullWidth(ft) 2.3 6812205035351 FloodproneWidth(ft) 0.30.40.50.30.30.30.31 BankfullMeanDepth(ft) 0.60.60.90.40.50.70.71 BankfullMaxDepth(ft) 2 1.31.31.31.31.31.41.41 ) BankfullCrossSectionalArea(ft 4.68.315121615.515.51 Width/DepthRatio 1.33.53.65.1117.57.51 EntrenchmentRatio 1.733.911.311 1 BankHeightRatio Maxpartsize(mm)mobilizedatbankfull RosgenClassificationEg5Ce3/4Ce4 BankfullDischarge(cfs)4.34.34.3 Sinuosity(ft) 1.021.11.1 WaterSurfaceSlope(Channel)(ft/ft) 0.04440.03360.0356 Other Table9F.BaselineStreamDataSummary BullChuteUT4B MonitoringBaseline Parameter PreExistingCondition(applicaple)Design(MY0) RiffleOnly MinMeanMedMaxnMinMaxMinMaxn 3.156.93.94.65.35.31 BankfullWidth(ft) 91418205035351 FloodproneWidth(ft) 0.20.30.40.30.30.30.31 BankfullMeanDepth(ft) 0.30.60.80.40.50.60.61 BankfullMaxDepth(ft) 2 1.21.21.21.31.31.61.61 BankfullCrossSectionalArea(ft) 7.821.134.5121617.517.51 Width/DepthRatio 1.33.65.85.1116.66.61 EntrenchmentRatio 1.34.37.311.3 111 BankHeightRatio Maxpartsize(mm)mobilizedatbankfull Cf5Ce3/4Ce4 RosgenClassification 4.34.34.3 BankfullDischarge(cfs) 1.031.11.1 Sinuosity(ft) 0.03590.03360.034 WaterSurfaceSlope(Channel)(ft/ft) Other ofof toptop thethe TheThe thethe lowlow primaryprimary withwith untiluntil above.above. yearsyears threethree asas (Pool) (Riffle) onon eacheach 5 adjustedadjusted 10 yearyear numeratornumerator onon bebe focusfocus thethe eacheach Section inin Section thethe basedbased forfor wouldwould inin MY1MY1 Cross Cross depthdepth forfor 1 1 trackedtracked resultedresultedelevationelevation maxmax andand andand 7.295.78 elevationelevation 738.88739.81764.51763.64764.47 usedused bankfullbankfull outcomeoutcome areaarea bebe MY1MY1 TheThe 8.16.3 0.001.80 willwill thalwegthalweg 764.42 738.69739.80763.33764.42 thethe thethe sectionalsectional thenthen andand elevationelevation crosscross ft2,ft2, MY1MY1 thethe 1010 LTOBLTOB forfor andand thethe waswas observed. areaarea providers/practitioners.providers/practitioners. areaarea (Pool)UT (Riffle)UT elevationelevation 4 9 sediments AreabelowAreabelow year.year. bankfullbankfull bankfullbankfull (LTOB)(LTOB) Section Section builtbuilt builtbuilt depositional bankbank depth.depth. AsAs of AsAs Cross Cross ofof successivesuccessive industrymitigationindustrymitigation 1 calculation).calculation). 1 thethemaxmax toptop ifif amount andandeacheach BHRBHR constantconstant lowlow inin LTOBLTOB IRTIRTaa large thethe 9.071.23 asas thethe outout 727.98739.80739.86726.32727.96763.31763.63 the inin exampleexample usingusing to ForFor due DMS,theDMS,theLTOBLTOB 9.41.3 carriedcarried ratioratio is betweenbetween 727.84726.21727.84763.30763.66 ofof thethe thenthen some trackedabovetrackedabove forfor isis heightheight elevation.elevation. and andand usedused differencedifference consistingconsisting bankbank factor processprocess thethe bankfullbankfull this of recrodedrecroded arethearethe withwithsamesame elevationelevation bebe yearsyears workgroupworkgroup Summary result ThisThis (Pool)UT TheyThey (Riffle)UT willwill samesame 8 the 3 is calculatedcalculated (The(The technicaltechnical bebe above subsequentsubsequent forward.forward. Section Section calculation)calculation) Monitoring surveysurvey thenthen denominator.denominator. eacheach Cross Cross 1 variability movingmoving mitigationmitigationBHRBHR thethe 1 1 yearsyears the inin wouldwould UT thethethethe of adjustingadjustinginin eacheach changechange BHRBHR asas fromfrom 5.279.34Some forfor forfor 726.79727.59748.03763.66763.64746.37747.94 TheThe Morphology elevationelevation arosearosebasisbasis channelchannel(same(same ft2.ft2. 5.5 10.3 thethe 1010 747.94 726.64727.56746.29747.94 thatthatelevationelevation decereases. thalwegthalweg == asas Section size DMS:100137) trackingtracking elevationelevation LTOBLTOB MY1MY1 ofof areaarea surveysurvey guidanceguidance thethe Cross thethe channel as onon Chute/ thalwegthalweg andand bankfulbankful 20182018 sectionsection purposespurposes thethe Data thethe basedbased builtbuilt (Bull thethe magnified crosscross andand AsAsareare forfor elevationelevation (Pool)UT (Riffle)UT 2 reflectreflect 7 MY1MY1 thethe default TheseThese by thethe follows:follows:is elevationelevation interestinterest bankfullbankfull takestakes Monitoring Section asas Section ofof withinwithin depthdepth MY1MY1LTOBLTOB parametersparameters (BHR)(BHR) Cross Cross 10A. thethethethe percentage) areaarea MaxMax 1 a 1 calculatedcalculated RatioRatio (as parametersparameters andand Table areare morphologymorphology betweenbetweenbetweenbetween bankfullbankfull 5.95 AreaArea 11.83 712.69714.92`746.80747.70 TheseThese aboveabove measurement BankHeightBankHeightLTOBLTOB 6.9 11.7 TheThemorphologicalmorphologicalbank.bank.11 calculatedcalculateddifferencedifference22differencedifference 712.56714.80746.66747.73 morphological in variation annual (Pool)UT (Riffle)UT 6 1 inter Section Section therefore Cross Cross 1 1 detection, UT UT reliable 5.48 12.05 of 713.53714.80714.91727.56727.61712.78713.50740.05747.73747.79738.54740.06 limit 5.7 1.000.971.001.011.000.971.000.991.000.950.880.732.242.240.910.801.641.631.110.931.001.001.000.901.000.941.000.951.000.961.541.521.070.901.651.560.360.321.090.83 MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2M Y3MY5MY7MY+12.0 their 713.54712.66713.54739.99738.45739.99 to ))) 222 (ft)(ft)(ft) are (ft(ft(ft AreaAreaAreaAreaAreaArea 111111 AreaAreaArea ElevationElevationElevationElevationElevationElevation DepthDepthDepth 222 BankfullBankfullBankfullBankfullBankfullBankfull MaxMaxMax LTOB LTOBLTOB 222 measurements ABABAB ABABAB Thalweg ThalwegThalweg SectionalSectionalSectional ononon ononon LTOB LTOBLTOB survey CrossCrossCross 222 the BasedBasedBased LTOBLTOBLTOB (ft)(ft)(ft) closer Ratio_BasedRatio_BasedRatio_Based the HeightHeightHeight ElevationElevationElevation channel BankBankBank the BankfullBankfullBankfull smaller The Note: of top the The the low primary with until above. years three as (Riffle) on each adjusted 17 year numerator on be focus the each in Section the based for would in MY1 Cross depth for 3 tracked resultedelevation max and and elevation 763.58762.53763.58 used bankfull outcome area be MY1 The will 0.001.80 thalweg 763.55762.51763.52 the the sectional then and elevation cross ft2, MY1 the 10 LTOB for and the was observed. area providers/practitioners. area (Riffle)UT elevation sediments 16 Areabelow year. bankfull bankfull (LTOB) Section built built depositional bank depth. As of As of Cross successive industrymitigation calculation). themax 3 top if amount andeach BHR constant low in LTOB IRTa large the as the out 734.91734.06734.92 the in example using to For due DMS,theLTOB carried ratio is between 734.92733.97734.92 of the then some trackedabove for is height elevation. and and used difference consisting bank factor process the bankfull this of recroded arethe withsame elevation be years workgroup Summary result (Pool)UT This They will same the 15 is calculated (The technical be above subsequent forward. Section calculation) Monitoring survey then denominator. each Cross 3 variability moving mitigationBHR the 3 years the in would UT thethe of adjustingin each change BHR as from 7.104.744.804.945.09Some for for 732.99734.25 The Morphology elevation arosebasis channel(same ft2. 7.0 the 10 732.78734.17 thatelevation decereases. thalweg = as Section size DMS:100137) tracking elevation LTOB MY1 of area survey guidance the Cross the channel as on Chute/ thalweg and bankful 2018 section purposes the Data the based built (Bull the magnified cross and Asare (Pool)UT for elevation reflect 14 MY1 the default These by the follows:is elevation interest bankfull takes Monitoring as Section of within depth MY1LTOB parameters (BHR) Cross 10B. thethe percentage) area Max a 3 calculated Ratio (as parameters and Table are morphology betweenbetween bankfull Area 10.26 721.08723.00` These above measurement BankHeightLTOB 10.4 Themorphologicalbank.1 calculateddifference2difference 720.98722.98 morphological in variation annual (Pool) (Riffle)UT 18 13 inter Section Section therefore Cross Cross 3 3 detection, UT UT reliable 6.36 of 722.64722.98723.01734.17734.23721.65722.64763.86762.57763.84 limit 6.3 1.001.001.001.001.001.011.001.010.981.001.020.992.001.921.391.260.950.861.011.051.000.981.551.27 MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+6.586.40 their 722.63721.62722.63763.85762.31763.85 to ))) 222 (ft)(ft)(ft) are (ft(ft(ft AreaAreaAreaAreaAreaArea 111111 AreaAreaArea ElevationElevationElevationElevationElevationElevation DepthDepthDepth 222 BankfullBankfullBankfullBankfullBankfullBankfull MaxMaxMax LTOBLTOB LTOB 222 measurements ABABAB ABABAB Thalweg ThalwegThalweg SectionalSectionalSectional ononon ononon LTOB LTOBLTOB survey CrossCrossCross 222 the BasedBasedBased LTOBLTOBLTOB (ft)(ft)(ft) closer Ratio_BasedRatio_BasedRatio_Based the HeightHeightHeight ElevationElevationElevation channel BankBankBank the BankfullBankfull Bankfull smaller The Note: of top the The the low primary with until above. years three as (Riffle) on each adjusted 21 year numerator on be focus the each in Section the based for would in MY1 Cross depth for 4 tracked resultedelevation max and and 5.88 elevation 749.06750.00` used bankfull outcome area be MY1 The 5.7 0.001.80 will thalweg 748.99750.00 the the sectional then and elevation cross ft2, MY1 the 10 LTOB for and the was observed. area providers/practitioners. area (Riffle)UT elevation sediments 20 Areabelow year. bankfull bankfull (LTOB) Section built built depositional bank depth. As of As of Cross successive industrymitigation calculation). themax 4 top if amount andeach BHR constant low in LTOB IRTa large the 4.68 as the out 732.99733.72` the in example using to For due DMS,theLTOB 5.2 carried ratio is between 732.93733.76 of the then some trackedabove for is height elevation. and and used difference consisting bank factor process the bankfull this of recroded arethe withsame elevation be years workgroup Summary result (Pool)UT This They will same the 19 is calculated (The technical be above subsequent forward. Section calculation) Monitoring survey then denominator. each Cross 4 variability moving mitigationBHR the 4 years the in would UT thethe of adjustingin each change BHR as from 6.88Some for for 732.39733.76733.76750.00749.98730.93732.41 The Morphology elevation arosebasis channel(same ft2. 6.7 the 10 732.43 731.14732.43 thatelevation decereases. thalweg = as Section size DMS:100137) tracking elevation LTOB MY1 of area survey guidance the Cross the channel as on Chute/ thalweg and bankful 2018 section purposes the Data the based built (Bull the magnified cross and Asare for (Riffle)UT elevation reflect MY1 12 the default These by the follows:is elevation interest bankfull takes Monitoring as of Section within depth MY1LTOB parameters (BHR) 10C.Cross thethe percentage) area Max a 4 calculated Ratio (as parameters and Table are morphology betweenbetween bankfull 9.59 Area 714.45715.52` These above measurement BankHeightLTOB 8.5 Themorphologicalbank.1 calculateddifference2difference 714.22715.38 morphological in variation annual (Pool)UT(Pool) 1122 inter SectionSection therefore CrossCross 44 detection, UTUT reliable 8.718.90 of 714.92715.38715.44713.40715.00748.58750.26` limit 7.98.3 1.001.051.001.071.001.011.000.941.001.021.511.601.161.061.291.480.840.731.000.941.001.031.581.68 MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+ their 750.27750.20 714.76713.25714.76748.69750.27 to ))) 222 (ft)(ft)(ft) are (ft(ft(ft AreaAreaAreaAreaAreaArea 111111 AreaAreaArea ElevationElevationElevationElevationElevationElevation DepthDepthDepth 222 BankfullBankfullBankfullBankfullBankfullBankfull MaxMaxMax LTOBLTOB LTOB 222 measurements ABABAB ABABAB Thalweg ThalwegThalweg SectionalSectionalSectional ononon ononon LTOB LTOBLTOB survey CrossCrossCross 222 the BasedBasedBased LTOBLTOBLTOB (ft)(ft)(ft) closer Ratio_BasedRatio_BasedRatio_Based the HeightHeightHeight ElevationElevationElevation channel BankBankBank the BankfullBankfullBankfull smaller The Note: of top the The the low primary with until above. years three as on each adjusted year numerator on be focus the each in the based for would in MY1 depth for tracked resultedelevation max and and elevation used bankfull outcome area be MY1 The 0.001.80 will thalweg the the sectional then and elevation cross ft2, MY1 the 10 LTOB for and the was observed. area providers/practitioners. area elevation sediments Areabelow year. bankfull bankfull (LTOB) built built depositional bank depth. As of As of successive industrymitigation calculation). themax top if amount andeach BHR constant low in LTOB IRTa large the as the out the in example using to For due DMS,theLTOB carried ratio is between of the then some trackedabove for is height elevation. and and used difference consisting bank factor process the bankfull this of recroded arethe withsame elevation be years workgroup Summary result This They will same the is calculated (The technical be above subsequent forward. calculation) Monitoring survey then denominator. each variability moving mitigationBHR 4A the years the in would thethe UT of adjustingin each change BHR as from Some for for The Morphology elevation arosebasis channel(same ft2. the 10 thatelevation decereases. thalweg = as Section size tracking DMS:100137) elevation LTOB MY1 of area survey guidance the Cross the channel as on thalweg and Chute/ bankful 2018 section purposes the Data the based built the (Bull magnified cross and Asare (Riffle) for elevation reflect 26 MY1 the default These by the follows:is elevation interest bankfull takes Monitoring as Section of within depth MY1LTOB parameters (BHR) Cross 10D. thethe percentage) area Max a 4A calculated Ratio (as parameters and are Table morphology betweenbetween bankfull 1.19 Area 758.00758.55` These above measurement BankHeightLTOB 1.6 Themorphologicalbank.1 calculateddifference2difference 757.79758.57 morphological in variation (Pool)UT annual 25 inter Section therefore Cross 4A detection, UT reliable 1.52 of 758.02758.57758.62757.36758.04 limit 1.5 1.001.031.000.890.820.680.780.56 MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+ their 758.11757.29758.11 to ))) 222 (ft)(ft)(ft) are (ft(ft(ft AreaAreaAreaAreaAreaArea 111111 AreaAreaArea ElevationElevationElevationElevationElevationElevation DepthDepthDepth 222 BankfullBankfullBankfullBankfullBankfullBankfull MaxMaxMax LTOBLTOB LTOB 222 measurements ABABAB ABABAB ThalwegThalweg Thalweg SectionalSectionalSectional ononon ononon LTOBLTOB LTOB survey CrossCrossCross 222 the BasedBasedBased LTOBLTOBLTOB (ft)(ft)(ft) closer Ratio_BasedRatio_BasedRatio_Based the HeightHeightHeight ElevationElevationElevation channel BankBankBank the BankfullBankfullBankfull smaller The Note: of top the The the low primary with until above. years three as on each adjusted year numerator on be focus the each in the based for would in MY1 depth for tracked resultedelevation max and and elevation used bankfull outcome area be MY1 The 0.001.80 will thalweg the the sectional then and elevation cross ft2, MY1 the 10 LTOB for and the was observed. area providers/practitioners. area elevation sediments Areabelow year. bankfull bankfull (LTOB) built built depositional bank depth. As of As of successive industrymitigation calculation). themax top if amount andeach BHR constant low in LTOB IRTa large the as the out the in example using to For due DMS,theLTOB carried ratio is between of the then some trackedabove for is height elevation. and and used difference consisting bank factor process the bankfull this of recroded arethe withsame elevation be years workgroup Summary result This They will same the is calculated (The technical be above subsequent forward. calculation) Monitoring survey then denominator. each variability moving mitigationBHR 4B the years the in would thethe UT of adjustingin each change BHR as from Some for for The Morphology elevation arosebasis channel(same ft2. the 10 thatelevation decereases. thalweg = as Section size tracking DMS:100137) elevation LTOB MY1 of area survey guidance the the Cross channel as on thalweg and Chute/ bankful 2018 section purposes the Data the based built the (Bull magnified cross and Asare (Riffle) for elevation reflect 24 MY1 the default These by the follows:is elevation interest bankfull takes Monitoring as Section of within depth MY1LTOB parameters (BHR) Cross 10E. thethe percentage) area Max a 4B calculated Ratio (as parameters and Table are morphology betweenbetween bankfull 1.56 Area 757.63758.04` These above measurement BankHeightLTOB 1.6 Themorphologicalbank.1 calculateddifference2difference 757.50758.07 morphological in variation (Pool)UT annual 23 inter Section therefore Cross 4B detection, UT reliable 3.80 of 757.89758.07758.04756.93757.94 limit 3.4 1.001.050.521.001.051.010.570.41 MY0MY1MY2MY3MY5MY7MY+MY0MY1MY2MY3MY5MY7MY+ their 757.88756.83757.88 to ))) 222 (ft)(ft)(ft) are (ft(ft(ft AreaAreaAreaAreaAreaArea 111111 AreaAreaArea ElevationElevationElevationElevationElevationElevation DepthDepthDepth 222 BankfullBankfullBankfullBankfullBankfullBankfull MaxMaxMax LTOBLTOB LTOB 222 measurements ABABAB ABABAB ThalwegThalweg Thalweg SectionalSectionalSectional ononon ononon LTOBLTOB LTOB survey CrossCrossCross 222 the BasedBasedBased LTOBLTOBLTOB (ft)(ft)(ft) closer Ratio_BasedRatio_BasedRatio_Based the HeightHeightHeight ElevationElevationElevation channel BankBankBank the BankfullBankfullBankfull smaller The Note: AppendixD HydrologicData Table11.VerificationofBankfullEvents Table12.GroundwaterHydrologyData GroundwaterGaugeGraphs Tables13AF.ChannelEvidence SurfaceWaterGaugeGraphs FigureD1.30/70PercentileGraphforRainfall MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table11.VerificationofBankfullEvents DateofDataPhoto DateofOccurrenceMethod Collection(ifavailable) CrestgaugesonUT1,UT3,andUT4documenteda bankfullevent,withcrestsof17inches,12inches,and14.5 May23,2022May23,2022 inchesrespectivelyafter1.88inchesofrainwerecaptured atanonsiteraingauge. CrestgaugesonUT1,UT3,andUT4documenteda bankfullevent,withcrestsof16inches,13inches,and10 September30,2022September30,2022 inchesrespectivelyafter2.48inchesofrainwerecaptured atanonsiteraingaugeasaresultoftropicalstormIan. Wrackandlaidbackvegetationwereobservedalongthe November29,2022November27,2022topofbankandfloodplainofallSitereachesafter1.491,2,3 inchesofrainwerecapturedatanonsiteraingauge. Photo1:BankfulleventdocumentedonUT2 MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Photo2:BankfullEventDocumentedonUT3 Photo3:BankfullEventDocumentedonUT4 MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table12.GroundwaterHydrologyData SummaryofMonitoringPeriod/HydrologySuccessCriteriabyYear 12%HydroperiodSuccessCriteriaAchievedMaxConsecutiveDaysDuringGrowingSeason(Percentage) Gauge Year1Year2Year3Year4Year5Year6Year7 (2022)(2023)(2024)(2025)(2026)(2027)(2028) 1No1day(0.4%)* 2Yes62days(25.4%)* ^ 3No19days(7.8%) 4No7days(2.9%)* 5Yes124days(50.8%)* 6Yes63days(25.8%)* 7Yes64days(26.2%)* 8Yes63days(25.8%)* ^ 9Yes45days(18.4%) ^ 10Yes33days(13.5%) *Gaugesinstalled4/5/22(18daysafterthestartofthegrowingseason) ^Gaugesinstalled5/18/22(61daysafterthestartofthegrowingseason) MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 1 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 7/10/22 Data) 6/30/22 6/20/22 0.4% 6/10/22 (2022 5/31/22 1 Day 5/21/22 Groundwater 1 5/11/22 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 18 3/12/22 3/2/22 March Growing 2/20/22 2/10/22 Start 4/5/22 1/31/22 1/21/22 GaugeInstalled 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 2 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 7/10/22 25.4% Data) 6/30/22 6/20/22 Days 6/10/22 62 (2022 5/31/22 1 5/21/22 Groundwater 5/11/22 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 3/12/22 3/2/22 Growing 2/20/22 2/10/22 Start 1/31/22 4/5/22 1/21/22 GaugeInstalled 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 3 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7.8% 7/20/22 7/10/22 Data) Days 6/30/22 19 6/20/22 6/10/22 (2022 5/31/22 1 5/21/22 Groundwater 5/11/22 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Bull 3/22/22 Season 18 3/12/22 3/2/22 5/18/22 March 2/20/22 Growing 2/10/22 GaugeInstalled Start 1/31/22 1/21/22 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 16 Season 11/27/22 11/17/22 11/7/22 Growing 10/28/22 November 10/18/22 End 10/8/22 9/28/22 9/18/22 9/8/22 4 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 2.9% 7/10/22 Data) 6/30/22 Days 6/20/22 7 6/10/22 (2022 5/31/22 1 5/21/22 Groundwater 5/11/22 2.9% Year 5/1/22 4/21/22 Days Chute 7 4/11/22 4/1/22 Bull 3/22/22 3/12/22 3/2/22 Season 18 2/20/22 2/10/22 March Growing 1/31/22 4/5/22 1/21/22 GaugeInstalled Start 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 16 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 5 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 7/10/22 Data) 50.8% 6/30/22 6/20/22 Days 6/10/22 (2022 124 5/31/22 1 5/21/22 Groundwater 5/11/22 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 18 3/12/22 3/2/22 March Growing 2/20/22 2/10/22 Start 4/5/22 1/31/22 1/21/22 GaugeInstalled 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 6 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 7/10/22 Data) 6/30/22 6/20/22 25.8% 6/10/22 (2022 5/31/22 1 Days 5/21/22 Groundwater 63 5/11/22 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 18 3/12/22 3/2/22 March Growing 2/20/22 2/10/22 Start 1/31/22 4/5/22 1/21/22 GaugeInstalled 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 7 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 7/10/22 Data) 6/30/22 6/20/22 26.2% 6/10/22 (2022 5/31/22 Days 1 5/21/22 64 Groundwater 5/11/22 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 18 3/12/22 3/2/22 March Growing 2/20/22 2/10/22 Start 1/31/22 4/5/22 1/21/22 GaugeInstalled 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 8 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 7/10/22 Data) 6/30/22 6/20/22 6/10/22 25.8% (2022 5/31/22 1 5/21/22 Groundwater Days 5/11/22 63 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 18 3/12/22 3/2/22 March Growing 2/20/22 2/10/22 Start 1/31/22 4/5/22 1/21/22 GaugeInstalled 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 is was 7/1 9/8/22 9 It and 8/29/22 loss. properly. 8/19/22 8/31 data 8/9/22 in Gauge 7/30/22 7/20/22 functioning relaunched GaugeMalfunctioned resulting 7/10/22 Data) 6/30/22 6/20/22 6/10/22 (2022 18.4% 5/31/22 1 5/21/22 Groundwater Days 5/11/22 45 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 18 3/12/22 5/18/22 3/2/22 GaugeInstalled March Growing 2/20/22 2/10/22 Start 1/31/22 1/21/22 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 16 12/7/22 Season 11/27/22 11/17/22 11/7/22 Growing November 10/28/22 End 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 10 8/29/22 8/19/22 8/9/22 Gauge 7/30/22 7/20/22 Data) 7/10/22 6/30/22 6/20/22 13.5% 6/10/22 (2022 5/31/22 Days 1 5/21/22 33 Groundwater 5/11/22 Year 5/1/22 4/21/22 Chute 4/11/22 4/1/22 Season Bull 3/22/22 18 3/12/22 3/2/22 March 5/18/22 Growing 2/20/22 GaugeInstalled 2/10/22 Start 1/31/22 1/21/22 1/11/22 1/1/22 864202468 121010121416182022242628303234363840 (in)LevelGroundwater Table13A.UT1ChannelEvidence UT1UpstreamChannelEvidenceYear1(2022) Maxconsecutivedayschannelflow105 Presenceoflitteranddebris(wracking)Yes LeaflitterdisturbedorwashedawayYes Matted,bent,orabsenceofvegetation(herbaceousorotherwise)Yes Sedimentdepositionand/orscourindicatingsedimenttransportYes WaterstainingduetocontinualpresenceofwaterYes FormationofchannelbedandbanksYes SedimentsortingwithintheprimarypathofflowYes SedimentshelvingoranaturallineimpressedonthebanksYes Changeinplantcommunity(absenceordestructionofterrestrialvegetationand/or transitiontospeciesadaptedforfloworinundationforalongduration,includingYes hydrophytes) Developmentofchannelpattern(meanderbendsand/orchannelbraiding)atnatural Yes topographicbreaks,woodydebrispiles,orplantrootsystems ExposureofwoodyplantrootswithintheprimarypathofflowNo Other: Table13B.UT2ChannelEvidence UT2ChannelEvidenceYear1(2022) Maxconsecutivedayschannelflow124 Presenceoflitteranddebris(wracking)Yes LeaflitterdisturbedorwashedawayYes Matted,bent,orabsenceofvegetation(herbaceousorotherwise)Yes Sedimentdepositionand/orscourindicatingsedimenttransportYes WaterstainingduetocontinualpresenceofwaterYes FormationofchannelbedandbanksYes SedimentsortingwithintheprimarypathofflowYes SedimentshelvingoranaturallineimpressedonthebanksYes Changeinplantcommunity(absenceordestructionofterrestrialvegetationand/or transitiontospeciesadaptedforfloworinundationforalongduration,includingYes hydrophytes) Developmentofchannelpattern(meanderbendsand/orchannelbraiding)atnatural Yes topographicbreaks,woodydebrispiles,orplantrootsystems ExposureofwoodyplantrootswithintheprimarypathofflowNo Other: MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table13C.UT3ChannelEvidence UT1UpstreamChannelEvidenceYear1(2022) Maxconsecutivedayschannelflow239 Presenceoflitteranddebris(wracking)Yes LeaflitterdisturbedorwashedawayYes Matted,bent,orabsenceofvegetation(herbaceousorotherwise)Yes Sedimentdepositionand/orscourindicatingsedimenttransportYes WaterstainingduetocontinualpresenceofwaterYes FormationofchannelbedandbanksYes SedimentsortingwithintheprimarypathofflowYes SedimentshelvingoranaturallineimpressedonthebanksYes Changeinplantcommunity(absenceordestructionofterrestrialvegetationand/or transitiontospeciesadaptedforfloworinundationforalongduration,includingYes hydrophytes) Developmentofchannelpattern(meanderbendsand/orchannelbraiding)atnatural Yes topographicbreaks,woodydebrispiles,orplantrootsystems ExposureofwoodyplantrootswithintheprimarypathofflowNo Other: Table13D.UT7ChannelEvidence UT2ChannelEvidenceYear1(2022) Maxconsecutivedayschannelflow124 Presenceoflitteranddebris(wracking)Yes LeaflitterdisturbedorwashedawayYes Matted,bent,orabsenceofvegetation(herbaceousorotherwise)Yes Sedimentdepositionand/orscourindicatingsedimenttransportYes WaterstainingduetocontinualpresenceofwaterYes FormationofchannelbedandbanksYes SedimentsortingwithintheprimarypathofflowYes SedimentshelvingoranaturallineimpressedonthebanksYes Changeinplantcommunity(absenceordestructionofterrestrialvegetationand/or transitiontospeciesadaptedforfloworinundationforalongduration,includingYes hydrophytes) Developmentofchannelpattern(meanderbendsand/orchannelbraiding)atnatural Yes topographicbreaks,woodydebrispiles,orplantrootsystems ExposureofwoodyplantrootswithintheprimarypathofflowNo Other: MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table13E.UT4AChannelEvidence UT1UpstreamChannelEvidenceYear1(2022) Maxconsecutivedayschannelflow239 Presenceoflitteranddebris(wracking)Yes LeaflitterdisturbedorwashedawayYes Matted,bent,orabsenceofvegetation(herbaceousorotherwise)Yes Sedimentdepositionand/orscourindicatingsedimenttransportYes WaterstainingduetocontinualpresenceofwaterYes FormationofchannelbedandbanksYes SedimentsortingwithintheprimarypathofflowYes SedimentshelvingoranaturallineimpressedonthebanksYes Changeinplantcommunity(absenceordestructionofterrestrialvegetationand/or transitiontospeciesadaptedforfloworinundationforalongduration,includingYes hydrophytes) Developmentofchannelpattern(meanderbendsand/orchannelbraiding)atnatural Yes topographicbreaks,woodydebrispiles,orplantrootsystems ExposureofwoodyplantrootswithintheprimarypathofflowNo Other: Table13F.UT4BChannelEvidence UT2ChannelEvidenceYear1(2022) Maxconsecutivedayschannelflow239 Presenceoflitteranddebris(wracking)Yes LeaflitterdisturbedorwashedawayYes Matted,bent,orabsenceofvegetation(herbaceousorotherwise)Yes Sedimentdepositionand/orscourindicatingsedimenttransportYes WaterstainingduetocontinualpresenceofwaterYes FormationofchannelbedandbanksYes SedimentsortingwithintheprimarypathofflowYes SedimentshelvingoranaturallineimpressedonthebanksYes Changeinplantcommunity(absenceordestructionofterrestrialvegetationand/or transitiontospeciesadaptedforfloworinundationforalongduration,includingYes hydrophytes) Developmentofchannelpattern(meanderbendsand/orchannelbraiding)atnatural Yes topographicbreaks,woodydebrispiles,orplantrootsystems ExposureofwoodyplantrootswithintheprimarypathofflowNo Other: MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 11/27/22 11/17/22 11/7/22 Days 10/28/22 105 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 8/29/22 8/19/22 8/9/22 7/30/22 Gauge 7/20/22 Data) 7/10/22 Flow 6/30/22 6/20/22 6/10/22 (2022 UT1 5/31/22 1 5/21/22 5/11/22 Days ChuteYear 5/1/22 67 4/21/22 Bull 4/11/22 4/1/22 3/22/22 3/12/22 3/2/22 2/20/22 2/10/22 4/5/22 1/31/22 GaugeInstalled 1/21/22 1/11/22 1/1/22 6226 504642383430262218141010 (in)LevelWaterSurface (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 11/27/22 11/17/22 11/7/22 10/28/22 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 8/29/22 8/19/22 8/9/22 7/30/22 Gauge Days 7/20/22 124 Data) 7/10/22 Flow 6/30/22 6/20/22 6/10/22 (2022 UT2 5/31/22 1 5/21/22 5/11/22 ChuteYear 5/1/22 4/21/22 Bull 4/11/22 4/1/22 3/22/22 3/12/22 3/2/22 2/20/22 2/10/22 4/5/22 1/31/22 GaugeInstalled 1/21/22 1/11/22 1/1/22 6226 504642383430262218141010 (in)LevelWaterSurface (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 11/27/22 11/17/22 11/7/22 10/28/22 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 8/29/22 8/19/22 8/9/22 Days 7/30/22 Gauge 7/20/22 239 Data) 7/10/22 Flow 6/30/22 6/20/22 6/10/22 (2022 UT3 5/31/22 1 5/21/22 5/11/22 Chute Year 5/1/22 4/21/22 Bull 4/11/22 4/1/22 3/22/22 3/12/22 3/2/22 2/20/22 2/10/22 4/5/22 1/31/22 GaugeInstalled 1/21/22 1/11/22 1/1/22 62 26 504642383430262218141010 (in)LevelWaterSurface (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 11/27/22 11/17/22 11/7/22 Days 10/28/22 10/18/22 124 10/8/22 9/28/22 9/18/22 9/8/22 8/29/22 8/19/22 8/9/22 7/30/22 Gauge 7/20/22 Data) 7/10/22 Flow 6/30/22 6/20/22 6/10/22 (2022 UT7 5/31/22 1 5/21/22 5/11/22 ChuteYear 5/1/22 4/21/22 Bull 4/11/22 4/1/22 3/22/22 3/12/22 3/2/22 2/20/22 2/10/22 4/5/22 1/31/22 GaugeInstalled 1/21/22 1/11/22 1/1/22 6226 504642383430262218141010 (in)LevelWaterSurface (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 11/27/22 11/17/22 11/7/22 10/28/22 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 8/29/22 8/19/22 8/9/22 Gauge Days 7/30/22 239 7/20/22 Data) 7/10/22 Flow 6/30/22 6/20/22 (2022 6/10/22 UT4A 1 5/31/22 5/21/22 5/11/22 Year Chute 5/1/22 4/21/22 Bull 4/11/22 4/1/22 3/22/22 3/12/22 3/2/22 2/20/22 2/10/22 4/5/22 1/31/22 GaugeInstalled 1/21/22 1/11/22 1/1/22 62 26 504642383430262218141010 (in)LevelWaterSurface (in)AmountsRainfall 3.02.52.01.51.00.50.0 12/27/22 12/17/22 12/7/22 11/27/22 11/17/22 11/7/22 10/28/22 10/18/22 10/8/22 9/28/22 9/18/22 9/8/22 8/29/22 8/19/22 8/9/22 Gauge Days 7/30/22 7/20/22 239 Data) 7/10/22 Flow 6/30/22 6/20/22 (2022 6/10/22 UT4B 1 5/31/22 5/21/22 5/11/22 Year Chute 5/1/22 4/21/22 Bull 4/11/22 4/1/22 3/22/22 3/12/22 3/2/22 2/20/22 2/10/22 4/5/22 1/31/22 GaugeInstalled 1/21/22 1/11/22 1/1/22 6226 504642383430262218141010 (in)LevelWaterSurface 202220232024202520262027202830th Percentile70th Percentile Figure D1: Bull Chute Current year data from onsite rain gauge 30-70 Percentile Graph for Rainfall 30-70th percentile data from WETS Station: Randleman, NC (1992-2022) 76543210 Rainfall Amount in Inches AppendixE ProjectTimelineandContactInfo Table14.ProjectTimeline Table15.ProjectContacts MY1MonitoringReport(ProjectNo.100137)Appendices BullChuteStreamandRiparianWetlandMitigationSiteClearwaterMitigationSolutions RandolphCounty,NorthCarolinaJanuary2023 Table14.ProjectTimeline DataCollectionTaskCompletionor ActivityorDeliverableCompleteDeliverableSubmission ProjectInstitutedNANov19 MitigationPlanApprovedNA 13May21 Construction(Grading)CompletedNA8Mar22 PlantingCompletedNA18Mar22 AsbuiltSurveyCompletedJun22Jun22 MY0BaselineReportMay22Jul22 MY1MonitoringReportNov22Jan23 MY1VegetationSurvey30Aug22NA Nov22NA MY1StreamSurvey29 RemediationItems(e.g.beaverremoval,supplements,repairsetc.) Encroachment Table15.ProjectContacts BullChute/100137 Provider ClearwaterMitigationSolutions 604MaconPl. Raleigh,NC27609 MitigationProviderPOCKevinYates 9196246901 Designer AxiomEnvironmental,Inc. 218SnowAve Raleigh,NC27603 PrimaryprojectdesignPOCGrantLewis 9192151693 ConstructionContractor KBSEarthworks,Inc. 5616CobleChurchRd Julian,NC27283 KoryStrader 3363620289