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Instruction:ThechecklistshallbecompletedifanESCPlanandNarrativeisrequiredpertheMWAAAnnualStandardsandSpecificationsforESCandSWM.ThecompletedchecklistshallbeprovidedwiththeESCPlansubmittal.ThePlanandnarrativesubmittedforreviewshallbesignedandsealedbyalicensedprofessional.Thischecklistisintendedtoonlybeusedasaguide.ThelicensedprofessionalisresponsibleforensuringplansaddresstheESClawsandregulations.
ProjectInformation:
Project Name:
ProjectLocation:
SubmittalDate:DateonPlans: Design Engineer(Printed): Email:
Yes / No / N/A / ESCNarrativeRequirementCompletedESCChecklistprovidedinESCNarrative.
Projectdescriptionincludingthenatureandpurposeoftheland-disturbingactivity.
Descriptionoftheexistingsiteconditions,includingtopography,groundcover,anddrainage(includeinformationforon-siteandreceivingchannels).
Descriptionofadjacentareassuchasresidentialdevelopments,agriculturalareas,streams,lakes,roads,etc.,thatmightbeaffectedbythelanddisturbance.
Descriptionofoff-sitelanddisturbingactivitiesthatmayoccur(borrowsites,disposalareas,easements,etc.).IdentifytheOwneroftheoff-siteareaandthelocalityresponsibleforplanreview.Includeastatementthatanyoff-siteland-disturbingactivityassociatedwiththeprojectmusthaveanapprovedESCPlan.SubmitdocumentationoftheapprovedESCPlanforeachofthesesites.
Descriptionofthesitesoilsconditions,includinghydrologicsoilsgroup,mappingunit,erodibility,permeability,surfacerunoff,andabriefdescriptionofdepth,textureandsoilstructure.Mappingofsoilvariationsshouldbeprovidedinthenarrativeorontheplans.
Descriptionofcriticalareasthathavepotentiallyseriouserosionproblemsorthataresensitivetosedimentimpacts(e.g.,steepslopes,channels,etc.).
DescriptionofthestructuralandvegetativeESCmeasuresthatwillbeusedtocontrolerosionandsedimentationonthesite.ControlsshouldbeconsistentwiththestandardsandspecificationsinChapter3oftheVirginiaErosionandSedimentControlHandbook(VESCH),latestedition.VariationsandproprietarymeasuresrequireavariancebyVDEQ.ApprovalfromDEQofvariancesshallbemaintainedinthenarrative.
Detailedsequenceofconstruction,thatincludesthephasingofinstallationofESCmeasures.
Descriptionofpermanentstabilizationfortheentiretyofthesite,includingspecifications,ofhowthesitewillbestabilizedafterconstructioniscompleted(permanentstabilization).
ScheduleofmaintenancerequirementsforESCmeasuresincludinginspectionsfrequency,maintenanceconcerns,andmethodsforrepairorpreventionofneedforrepair(i.e.removalofsedimentbuild-up).
Descriptionofstormwaterrunoffconsiderationsthatincludesdescribinganyincreaseinpeakrunoffratesandtheeffectsondownstreamerosionandflooding.Thedescriptionshallincludethestrategytocontrolstormwaterrunoff.
Calculations for temporary sediment basins, diversions, channels, stormwater facilities to address MS- 19, etc. Where applicable. including pre- and post-development runoff calculations, drainage area maps, time of concentration paths and computations, rainfall source and documentation, weighted runoff coefficients and computations, runoff and routed hydrographs or peak computations (as applicable), adequate onsite channel (MS-19) & culvert computations, etc.
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Yes / No / N/A / ESCPlanRequirementVicinitymaplocatingthesiteinrelationtothesurroundingarea. Includeanylandmarksandroadinformationthatmightassistinlocatingthesite.
LocationontheESCPlancoversheetforidentificationoftheResponsibleLandDisturber(RLD).
Existingconditionsincludingexistingcontours,surfacewatersandothersurfacefeatures,existingtreelines,grassedareas,oruniquevegetation.
Whereapplicable,ademolitionplanwithidentificationoffeaturestobedemolishedandmeasurestoaddressESCforthedemolition.
Proposedconditions,includingproposedcontoursandfeatures.
Delineationofthelimitsofdisturbance.
AdescriptionofanyvarianceapprovedbyDEQdescribedonthecoversheetoftheESCPlans.
Northarrowprovidedonallplansheets.
LegendwithacompletelistingofallESCmeasuresused,includingtheVESCHuniformcodesymbolandthestandardandspecificationnumber.Includeanyotheritemsnecessarytoidentifypertinentfeaturesintheplan.
Identificationofanyoff-sitelanddisturbingactivities(e.g.,borrowsites,disposalareas,etc.)andappropriateESCcontrols.
Identificationofcriticalareasandappropriateprotections.
Inclusionoferosionandsedimentcontrolnotes(ES-1throughES-9)foundinTable6-1onpageVI-15ofthe1992VirginiaErosionandSedimentControlHandbook.
Identificationofpropertyandeasementlines.Foreachadjacentproperty,listthedeedbookandpagenumberandthepropertyowner'snameandaddress.
Finishedfloorelevationofallbuildingsonsite,includingbasements.
Thelocationsoferosionandsedimentcontrolandstormwater managementpracticesusedonthesite.UsethestandardsymbolsandabbreviationsinChapter3oftheVESCH.
Existingdrainagepatternsincluding dividinglinesanddirectionsof flowswiththetotalarea foreachdrainagearea.
Ascheduleofregularinspections,maintenance,andrepairoftemporaryerosionandsedimentcontrolstructuresandpermanentstormwatermanagementfacilities.
Stormsewerprofilesofallstormdrainsexceptroofdrains.
Site-specificdetailsforallESCmeasures.Whereapplicable,detailsshallincludesite-specificdimensions.Proprietarymeasureswithanapprovedvarianceshallincludesite-specificdetailswithdimensionsandotherinformationforconstructionpermanufacturer’sspecifications.
Specificationsforstormwaterandstormwatermanagementstructures(i.e.pipematerials,pipebedding,stormwaterstructuresetc.).
MinimumStandard(MS)1through19providedontheplanwithadescriptionforeachthatdescribeshowtheminimumstandardisaddressedwiththeplan.
PermanentortemporarysoilstabilizationshownwhererequiredonplansusingstandardsymbolsandabbreviationsinChapter3oftheVESCH.(MS-1,MS-3,andMS-5)
Stabilizationand/orprotectionmeasuresforsoilstockpilesandborrowareas.(MS-2)
Detailedsequenceofconstruction,thatincludesthephasingofinstallationofESCmeasureswithsedimenttrappingmeasuresasafirststeppriortoupslopelanddisturbance.(MS-4)
Drainageareastosedimenttrapsandsedimentbasinsshownonplans.(MS-6)
Stabilizationmeasuresprovidedforslopessteeperthan3:1.(MS-7)
Yes / No / N/A / ESCPlanRequirement(cont.)
Stabilizationmeasuresprovidedforslopessteeperthan3:1.(MS-7)
Measurestopreventconcentratedflowfromflowingdowncutorfillslopes(i.e.slopedrains).(MS-8)
Measurestoaddresswaterseepingfromaslopefacebeenaddressed.(MS-9)
Inletprotectionprovidedforalloperationalstormdrainandculvertinlets.(MS-10)
Outlet protectionand/orchannelliningsprovidedforallstormwater conveyance channelsandreceivingchannelspriortobeingmadeoperational(seesequenceofconstruction).(MS-11)
Measurestominimizeencroachmentandminimizesedimenttransportforworkinalivewatercourse.(MS-12)
Temporarystreamcrossingsofnon-erodiblematerialwherealivewatercoursemustbecrossedbyconstructionvehiclesmorethantwiceinanysix-monthperiod.(MS-13)
Applicablefederal,stateandlocalregulationspertainingtoworkinginorcrossinglivewatercoursesareaddressedandsummarizedontheplan.(MS-14)
Stabilizationmeasuresforbedandbanksoflivewatercoursesubjecttodisturbance.(MS-15)
Measuresshownonplan(i.e.Constructionentrance)tominimizesedimenttransportontopublicandotherwisepavedroads.(MS-17)
MS-19satisfiedforeachreceivingchannelper9VAC25-840-40(19)
Increasedvolumes of sheetflows that maycauseerosionor sedimentation onadjacentpropertyaredivertedtoastableoutlet,adequatechannel,pipeorpipesystem,ortoadetentionfacility.
Iftheprojectimpactsanywetlandsorsurfacewaters,isallcorrespondenceandpermitsconcerninganyproposedimpactstojurisdictionalwetlands,streamandchannelsincluded(i.e.COE404permit).Notethattheplancannotbeapprovedwithoutproperdocumentationornecessarypermitsforjurisdictionalimpacts.
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