Chapter 14: Transportation - FEIS

BayStreetCorridorRezoning&RelatedActions FinalEnvironmentalImpactStatementCEQRNo.16DCP156R

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CHAPTER14:TRANSPORTATION

A. INTRODUCTION

AsdescribedindetailinothersectionsofthisEIS,ProposedActionsareintendedtofacilitatevibrant,inclusive residential neighborhoodswith awide variety of local retail options, job opportunities,affordablehousingoptions,andattractivestreetsforresidents,workers,andvisitors.TheProjectedDevelopmentSitesanalyzedaspartofthisEISarecurrentlyoccupiedbylocalretail,office,storage,factory,andotherindustrialusesandassociatedparkingfacilities.IntheWith‐ActionCondition,theProjectedDevelopmentSiteswouldberedevelopedwithresidential,office,retail,communityfacility,andrestaurantuses.

ThischapterexaminesthepotentialeffectsoftheProposedActionsonthetransportationsystemsintheStudyAreaandcomparestheFutureWiththeProposedActions(theWith‐ActionCondition)withtheFutureWithouttheProposedActions(theNo‐ActionCondition).ToassessthepotentialeffectsoftheProposedActions,areasonableworstcasedevelopmentscenario(RWCDS)forboththeNo‐ActionandWith‐ActionConditionsareanalyzedforananalysisyearof2030.Todevelopareasonableestimateoffuturegrowth,likelydevelopmentsiteswereidentifiedanddividedintotwocategories:ProjectedDevelopmentSitesandPotentialDevelopmentSites.TheProjectedDevelopmentSitesarethoseconsideredmorelikelytobedevelopedwithinthe15‐yearanalysisperiodfortheProposedActions(i.e.,bythe2030analysisyear),whilePotentialDevelopmentSitesareconsideredlesslikelyto be developed over the same period. Significant adverse impacts from trips generated by theProposedActionsarethenidentifiedanddescribedindetail.Chapter21,“Mitigation”recommendsmeasurestomitigatetheseimpacts,wherepracticable.

ThischapterconsidersProjectedDevelopmentSiteslocatedwithinthefollowingStudyAreas(seeFigure14‐1:

Bay Street Corridor Study Area: 17 Projected Development Sites bounded by VictoryBoulevardtothenorth,SandStreettothesouth,theStatenIslandRailway(SIR)totheeast,andVanDuzerStreettothewest.

CanalStreetCorridorStudyArea:8ProjectedDevelopmentSiteslocatedalongCanalStreetboundedbyBroadStreettothesouth,WrightAvenuetotheeast,CedarStreettothewestandCanalStreettothenorth.

CityDispositionSites:

o JerseyStreetGarageSite:1ProjectedDevelopmentSiteboundedbyBrookStreettothenorth,VictoryBoulevardtothesouth,JerseyStreettothewest,andPikeStreettotheeast.

o 54 Central Avenue Site: 1 Projected Development Site located on Central AvenuebetweenHyattStreetandSlossonTerrace,adjacenttothenewcourthouseparkinggarage.

o 55StuyvesantPlaceSite:1ProjectedDevelopmentSitelocatedonStuyvesantPlacebetweenHamiltonAvenueandWallStreet.

Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp.,NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand),TomTom, MapmyIndia, © OpenStreetMap contributors, and the GIS UserCommunity

BAY STREET REZONING AND RELATED ACTIONS

TOMPKINSVILLE/STAPLETONSTATEN ISLAND, NY

0 1,000 2,000500 Feet

Map Reference: Basemap: ESRI; Shape ile: NYC Dept of City Planning, MapPLUTO Data

FIGURE 14-1: PROJECT AREA LOCATION MAP

Bay Street Corridor Project Area

Canal Street Corridor Project Area

City Disposition Sites

Disposition Site 2

Disposition Site 1

Stapleton Waterfront Phase III Site

Disposition Site 3

Stapleton Waterfront Site Stapleton Waterfront Phase III Site

BayStreetCorridorRezoning&RelatedActions Chapter14:TransportationCEQRNo.16DCP156R

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StapletonWaterfrontPhaseIIIStudyArea:2ProjectedDevelopmentSites(SitesAandB1)locatedonFrontStreetbetweenHannahStreetandWaveStreet.

Atotalof30ProjectedDevelopmentSiteswereidentifiedandareconsideredforthepurposesofthetransportationanalyseswithintheStudyAreaasshownonFigure14‐1.Table14‐1showsthetotalanticipatedNo‐ActionandWith‐ActionlandusesonProjectedDevelopmentSitesin2030undertheRWCDS.AsshowninTable14‐1,undertheRWCDS,comparedtotheExistingCondition,theProposedActionswouldfacilitatetheincrementaldevelopmentof2,563dwellingunits(DU),including1,061affordableDU;135,370square feet (sf)of local retailuses;193,301sfofofficeuses;51,588sfofcommunity facilityuses;20,000sfofmedicalofficeuses;71,000sfof restaurantuses;and1,290accessoryparkingspaces.However,forpurposesofthisanalysis,nocreditwastakentoaccountfortheeliminationofexistinguses.

Table14‐1:2030RWCDSNo‐ActionandWith‐ActionLandUses

InJune2018,ATRswereplacedat23outofthe68locationsfromtheNovember2015/June2016countprograminordertoevaluateanynetworkchangesthatmayhaveoccurredbetween2015and2018. The 23 ATR locations used for comparison purposes were selected in coordination withNYCDCPandNYCDOTandprimarilylocatedalongand/orneartheBayStreetcorridor.Whiletheresultsofthe2018ATRcountsatthese23locationsindicatedslightchangesinoverallpeakperiodnetwork volumes and temporal variations compared to the data collected in 2015 /2016, thesedifferences may be attributable to operational changes implemented by NYCDOT and trafficgenerated by No‐Build construction in the study area. Therefore, the network derived from2015/2016countswasusedfortheanalysisofExistingConditions.

LocalRetail 95,274 209,936 114,662 230,644 135,370 20,708Office 123,638 99,179 ‐24,459 316,939 193,301 217,760Restaurant 0 19,585 19,585 71,000 71,000 51,415Factory 35,900 0 ‐35,900 0 ‐35,900 0Garage 27,728 14,535 ‐13,193 0 ‐27,728 ‐14,535Storage 24,092 0 ‐24,092 0 ‐24,092 0

TotalCommercial 306,632 343,235 36,603 618,583 311,951 275,348

Industrial 0 0 0 0 0 0MedicalOffice 0 0 0 20,000 20,000 20,000CommunityFacility 13,090 37,879 24,789 64,678 51,588 26,799Other 73,092 0 ‐73,092 0 ‐73,092 0

TotalFloorArea 86,182 37,879 ‐48,303 84,678 ‐1,504 46,799

ParkingSpaces 481 481 0 1,771 1,290 1,290

Commercial

OtherUses

Parking

TotalResidential 6 12 6 2,569 2,563 2,557

LandUseExisting

ConditionNo‐ActionCondition

No‐ActionnetExisting

With‐ActionCondition

With‐ActionnetExisting

With‐ActionnetNoAction

Residential


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B. PRINCIPALCONCLUSIONS

TRAFFIC

TrafficconditionswereevaluatedfortheWeekdayAM(7:45to8:45AM),WeekdayMD(2:30to3:30PM), Weekday PM (4:45 to 5:45 PM), and Saturday MD (2:15 to 3:15 PM) peak hours at 49intersections where traffic generated by the Proposed Actions is expected to be most heavilyconcentrated.AssummarizedinTables14‐2,14‐3Aand14‐3B,thetrafficimpactanalysisindicatesthepotentialforsignificantadverseimpactsat31intersectionsduringoneormoreanalyzedpeakhours.Chapter21,“Mitigation,”describespotentialmeasurestomitigatethesesignificantadversetrafficimpacts.

Table14‐2:NumberofImpactedIntersectionsandLaneGroupsbyPeakHour

TRANSIT

STATENISLANDRAILWAY(SIR)

SIRStationElements

TheProposedActionswouldgenerateanetincrementofapproximately433and578newSIRtripsduringtheWeekdayAMandPMcommuterpeakhours.TheanalysisofSIRstationelementsfocusesontheSt.George,Tompkinsville,andStapletonSIRstations.IntheWith‐ActionCondition,thestairandcontrolareaelementsanalyzedforthisEISareprojectedtooperateatLOSBorbetterinboththeWeekdayAMandPMpeakhours.Therefore,theProposedActionswouldnotresultinsignificantadverserailstationimpacts.

SIRLineHaul

Linehaulisthevolumeoftransitriderspassingadefinedpointonagiventransitroute.Linehaulistypicallymeasuredinthepeakdirectionatthepointwherethetrainscarrythegreatestnumberofpassengersduringthepeakhour(themaximumloadpoint)oneachtransitroute.TheStudyAreaisservedbytheStapleton,Tompkinsville,andSt.GeorgeSIRstations.ThepeakdirectionoftravelontheselinesistypicallytowardstheSt.GeorgeStatenIslandFerryTerminal(FerryTerminal)intheWeekdayAMpeakperiodandfromtheFerryTerminalintheWeekdayPMpeakperiod.IncrementalincreasesinSIRridershipwouldaverage18.06northboundtripspercarintheWeekdayAMpeakhourand31.08southboundtrips intheWeekdayPMpeakhour.SincetheSIRisnotprojectedtoexceedguidelinecapacityinthepeakdirectionduringeitherpeakhourintheWith‐ActionCondition,TheProposedActionswouldnotresultinsignificantadverseSIRlinehaulimpacts.

WeekdayAM

WeekdayMidday

WeekdayPM

SaturdayMidday

ImpactedLaneGroups 36 43 59 37

ImpactedIntersections 24 21 26 20


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Table14‐3A:SummaryofSignificantlyImpactedSignalizedIntersections

SignalizedIntersectionWeekday

AMWeekdayMidday

WeekdayPM

SaturdayMidday

RichmondTerraceandFranklinAvenue X X

RichmondTerraceandJerseyStreet X X X X

RichmondTerraceandWesterveltAvenue X X X

HamiltonAvenueandRichmondTerrace X

WallStreetandRichmondTerrace

RichmondTerraceandFerryTerminal(bus) X X X

RichmondTerraceandFerryTerminal(parkinglot) X X X X

BayStreetandSlossonTerrace X X X X

VictoryBoulevardandBayStreet/St.MarksPlace X

VictoryBoulevardandBayStreet X X X X

BayStreetandHannahStreet X X X X

FrontStreetandHannahStreet X

BayStreetandSwanStreet/VanDuzerStreet X X

VanDuzerStreetandClintonStreet

BayStreetandClintonStreet X X X X

BayStreetandWaveStreet X X X X

FrontStreetandWaveStreet X

FrontStreetandProspectStreet X X X X

VanDuzerStreetandBeachStreet X X

BayStreetandWaterStreet X X X X

BayStreetandCanalStreet X X X X

FrontStreetandCanalStreet

BayStreetandBroadStreet X X X X

RichmondTerraceandCloveRoad

VictoryBoulevardandCebraAvenue X X X X

VictoryBoulevardandJerseyStreet X X X X

VictoryBoulevardandForestAvenue X X X

BroadStreetandCanalStreet

BroadStreetandVanDuzerStreet

BroadStreetandTargeeStreet X

VanderbiltAvenueandTompkinsAvenue X X X

BayStreetandVanderbiltAvenue X X X X

BayStreetandEdgewaterDrive X

BayStreetandHylanBoulevard X X X X

BayStreetandSchoolRoad X X X X


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Table14‐3B:SummaryofSignificantlyImpactedUnsignalizedIntersections

Bus

The Project Area is served by 22 MTA bus routes. The Proposed Actions would generateapproximately860and1,093 incrementalbus tripsduring theWeekdayAMandPMpeakhours,respectively.TheProposedActionswould result in capacity shortfallsonall thenorthboundandsouthboundS51/81,S74/84,S76/86andS78servicesduringtheWeekdayAMandPMpeakhoursasshowninTable14‐4.Therefore,theProposedActionsareexpectedtoresultinsignificantadverseimpactsduringtheWeekdayAMandPMpeakhoursforthenorthboundandsouthboundS51/81,S74/84,S76/86andS78routes.Thesignificant impacttothesebusroutescouldbemitigatedbyincreasingbusserviceintheWeekdayAMandPMpeakhours.ThegeneralpolicyoftheMTAistoprovideadditionalbusservicewheredemandwarrants,takingintoaccountfinancialandoperationalconstraints. Chapter 21, “Mitigation,” further describes potential measures to mitigate thesesignificantadversetransitimpacts.

UnsignalizedIntersectionWeekday

AMWeekdayMidday

WeekdayPM

SaturdayMidday

HamiltonAvenueandStuyvesantPlace

WallStreetandStuyvesantPlace

FrontStreetandHannahStreet1

VanDuzerStreetandStJulianPlace

BayStreetandStJulianPlace

BayStreetandGrantStreet X

BayStreetandBalticStreet

BayStreetandWilliamStreet X X

BayStreetandCongressStreet

BayStreetandWaveStreet1

FrontStreetandWaveStreet1

FrontStreetandProspectStreet1

BayStreetandWaterStreet1

FrontStreetandCanalStreet1

JerseyStreetandBrookStreet

PikeStreetandBrookStreet

PikeStreetandVictoryBoulevard

HudsonStreetandCedarStreet

BroadStreetandCedarStreetNotes: 1‐IntersectionbecomessignalizedinNo‐ActionCondition.


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Table14‐4:SummaryofSignificantBusImpacts

PEDESTRIANS

TheProposedActionswouldgenerateanet incrementof approximately1,966,3,124,3,423, and3,152pedestriantripsintheWeekdayAM,WeekdayMD,WeekdayPM,andSaturdayMDpeakhours,respectively. Pedestrian volumes include walk‐only trips and pedestrians walking to/from SIRstationsandbusstops.ThepedestriananalysesalsoconsiderpedestrianswalkingbetweenProjectedDevelopment Sites and parked vehicles, if they arrived by car.Weekday peak period pedestrianconditionswereevaluatedatatotalof66representativepedestrianelementswherepedestriantripsgenerated by the Proposed Actions are expected to be most concentrated. These elements—28sidewalks, 17 corner areas and 21 crosswalks—are primarily located in the vicinity of majorProjectedDevelopmentSitesandcorridorsconnectingthesesitestoSIRstationentrancesandbusstops.

AsshowninTable14‐5,atotalof16pedestrianelementswouldbesignificantlyadverselyimpactedduetotheProposedActions,includingthreesidewalksintheWeekdayAMpeakhour,sixsidewalksand two crosswalks in the Weekday MD peak hour, nine sidewalks and five crosswalks in theWeekdayPMpeakhour,andsevensidewalksandtwocrosswalks intheSaturdayMDpeakhour.Chapter 21, “Mitigation,” describes potential measures to mitigate these significant adversepedestrianimpacts.

VEHICULARANDPEDESTRIANSAFETY

PortionsoftheStudyAreawereidentifiedintheVisionZeroStatenIslandPedestrianSafetyActionPlan(NewYorkCityDepartmentofTransportation(NYCDOT),2015)asPriorityAreaswheresafetyissueswerefoundtooccursystematicallyatanarea‐widelevel.StudyArearoadwaysidentifiedasPriorityCorridorsincludethefollowing:

BayStreet

TompkinsAvenue

VanderbiltAvenue

VictoryBoulevard

OneStudyAreaintersectionwasidentifiedasPriorityIntersection:

VictoryBoulevardandBayStreet

WeekdayAM WeekdayPMNB X XSB X XNB X XSB X XNB X XSB X XNB X XSB X X

S76/86

S78

ImpactedTimePeriodRoute Direction

S51/81

S74/84


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Table14‐5:SummaryofSignificantPedestrianImpacts

*ThistablehasbeenmodifiedfortheFEIS.

Inaddition,amajorityoftheStudyAreahasbeendesignatedasaVisionZeroPriorityArea,boundedbyHamiltonAvenuetothenorth,theStatenIslandExpresswaytothesouth,FrontStreettotheeast,andHowardAvenuetothewest.

BasedondataobtainedfromNYCDOTforthe3‐yearreportingperiodbetweenJanuary1,2012andDecember31,2014,262totalcrashes,including51pedestrian‐relatedcrashesand14bicycle‐relatedcrashes, occurred at the Study Area intersections during the three‐year period. One fatalitywasdocumented.Basedonthecrashdata,theintersectionsofRichmondTerraceatJerseyStreetandSt.MarksPlace/BayStreetatVictoryBoulevardwouldbeclassifiedashigh‐pedestrian/bicyclecrashlocations.

NYCDOT’splannedcapitalimprovementstotheBayStreetcorridorbetweenVictoryBoulevardandHannahStreetintersections,alongtheVanDuzerStreetandTargeeStreetcorridors,andattheFerryTerminalareexpectedtoincludemeasurestoimprovepedestriansafety,suchastheinstallationofhighvisibilitycrosswalks,bicyclefacilities,crosssectionreductions,lanewidthreductions,andtheimplementation of new turn prohibitions. Additional improvements that could be employed toincreasepedestrian/bicyclistsafetyathighcrashlocationscouldincludeinstallationofpedestriancountdownsignalsandupdatingcrosswalkmarkings.

PARKING

Theparkinganalysesdocumentchangesintheparkingsupplyandutilizationwithina¼‐mileradiusof theProjectedDevelopmentSitesunderbothNo‐Action andWith‐ActionConditions.While theparkingsupplyandutilizationfortheProposedActionswereconsideredfortheentire¼mileradiusoftheStudyArea,adetailedparkinganalyseswasconductedforfivesubareasfocusedontheparkingspacesthatweremorelikelytobeusedbyvehicletripsgeneratedbyProposedDevelopmentSiteswithinthosesubareas. ThesubareasincludetheareasaroundSt.George/FerryTerminal,Victory

WeekdayAMWeekdayMidday

WeekdayPMSaturdayMidday

Eastleg,northsidewalk X X X XEastleg,southsidewalk X X X X

Northcrosswalk X XBayStreetandBalticStreet Northleg,westsidewalk X X X

Northleg,eastsidewalk XSouthleg,eastsidewalk XSouthleg,westsidewalk X XNorthleg,westsidewalk X

Northcrosswalk XSouthcrosswalk X

Southleg,westsidewalk X X XWestcrosswalk X X

FrontStreetandWaveStreet Northleg,eastsidewalk X XEastleg,southsidewalk X

Eastcrosswalk X X X

FrontStreetandBalticStreet Northleg,westsidewalk X X X

ImpactedElement

BayStreetandHannahStreet

BayStreetandWaveStreet

FrontStreetandHannahStreet

JerseyStreetandVictoryBoulevard

IntersectionPeakHour


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Boulevard/JerseyStreet,BayStreet(northofGrantStreet),BayStreet(southofGrantStreet),andCanalStreet.

Fouroff‐siteparkingfacilitiesarelocatedwithina¼‐mileradiusoftheProjectedDevelopmentSites,includingthoseat55CentralAvenue,25WallStreet,54CentralAvenue,and325St.MarksPlace.Theoff‐site parking facility located at 54 Central Avenue includes a parking garage and amunicipalsurfaceparkinglot(75spaces)associatedwiththeStatenIslandSupremeCourthouse.Whiletheoff‐street parking facilities are within a ¼‐mile radius of the Projected Development Sites, it wasconservativelyassumedthattheparkingdemandgeneratedbytheProposedActionswouldnotbeaccommodatedwithin the off‐street parking facilities due to their locationwithin the St. Georgeneighborhood,whereasthemajorityofthedevelopmentassociatedwiththeProposedActionswouldbelocatedsouthofVictoryBoulevard.

With the addition of the ProposedAction, the on‐street parking utilizationwithin¼mile of theProjectedDevelopmentSitesisexpectedtoincreaseto79,92,77,and87percentduringtheWeekdayAM, MD, PM and overnight periods, respectively, and 79 percent during the Saturday MD peakperiod.DetailedparkinganalysesconductedforfiveidentifiedparkingdeficitsduringtheWeekdayAM,MD,PM,andovernightperiods.However,thesedeficitswerenotdeterminedtobesignificantastheywouldbeeitherlessthanhalftheavailableon‐streetparkingorduetoproximitytomultiplebusroutesonBayStreet/RichmondTerrace,theStatenIslandFerry,andtheSIR,andtheavailabilityofparkingspacesinadjacentsubareas.Therefore,therewouldbesufficienton‐streetparkingcapacitywithintheoverall¼‐mileoftheStudyAreaduringallpeakperiodsandtheProposedActionswouldnotresultinsignificantadverseparkingimpacts.

C. PRELIMINARYANALYSISMETHODOLOGY

TransportationimpactanalysismethodologiesforProposedActionsinNewYorkCityaredefinedintheCityEnvironmentalQualityReviewTechnicalManual(CEQRTechnicalManual),whichoutlinesatwo‐tieredscreeningprocess.TheLevel1screeningassessmentincludesatripgenerationanalysisto determine whether the Proposed Actions would result in more than 50 vehicle trips, 200subway/railorbusriders,or200pedestriantrips inapeakhour.TheLevel2screening isa tripassignmentreviewthatidentifiesintersectionswith50ormorevehicletrips,pedestrianelementswith 200 or more pedestrian trips, 50 bus trips in a single direction on a single route, or 200passengersatasubwaystationorlineduringanyanalysispeakhourwhichwouldrequiredetailedanalyses.Theresultsofthescreeninganalysisaredescribedbelow.

D. LEVEL1SCREENINGASSESSMENT

ALevel1tripgenerationscreeningassessmentwasconductedtoestimatethenumbersofpersonandvehicletripsbymodeexpectedtobegeneratedbytheProposedActionsduringtheWeekdayAM,MD,andPMandSaturdayMDpeakhoursfortheRWCDS.Theseestimateswerethencomparedto the CEQR Technical Manual analysis thresholds to determine if a Level 2 screening and/orquantified operational analysesmaybewarranted. The travel demand assumptions used for theassessmentaredescribedinthefollowingsectionsalongwithasummaryofthetraveldemandthatwould be generated by the RWCDS. A detailed travel demand forecast is then provided for theRWCDS.


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BACKGROUND

TheProposedActionswould allow for thedevelopmentof community facility, office, local retail,medical office, restaurant, and residential uses, as well as provisions for parking. A total of 30ProjectedDevelopmentSitesareconsideredaspartoftheProposedAction:17withintheBayStreetCorridor;eightwithintheCanalStreetCorridor;threeaspartofCityDispositionSites(oneatJerseyStreetandVictoryStreet;oneat54CentralAvenue;oneat55StuyvesantPlace);andtwoaspartofStapleton Waterfront Phase III. The transportation impact analysis only considers ProjectedDevelopment Sites. Potential Development Sites that are considered less likely to be developedwithinthe15‐yearanalysisperiodarenotincludedinthisassessment.

Forthepurposesofthescreeninganalyses,theNo‐ActionConditionprovidesabaselineconditionthatisevaluatedandcomparedwiththeincrementalchangesintheWith‐ActionConditionforthe2030 build year. The No‐Action Condition for the Projected Development Sites includes thedevelopmentthatcouldoccurpursuanttoexistingzoning.ComparedtotheExistingConditionoftheProjectedDevelopmentSites,therewouldbeadecreaseinfactory,garage,storage,andindustrialuses. However, to be conservative, a creditwas not taken for these existing uses. The predictedchangeinNo‐ActionConditionassociatedwiththeProjectedDevelopmentSitesissummarizedinTable14‐1.Withoutaccountingforexistinguses,theNo‐ActionConditionispredictedtohaveatotalof approximately209,936 sf of local retail uses; 99,179 sf of officeuses; 37,879 sf of communityfacilityuses;19,585sfofrestaurantuses;and481accessoryparkingspaces.

In the With‐Action Condition under the RWCDS, the Proposed Actions would facilitate theincremental development (compared to the No‐Action Condition) of 2,557 DU, including 1,061affordableDU; 20,708 square feet (sf) of local retail uses; 217,760 sf of office uses; 26,799 sf ofcommunity facilityuses;20,000sfofmedicalofficeuses;51,415sfof restaurantuses;and1,290accessoryparkingspaces.TheWith‐ActionRWCDSissummarizedinTable14‐1.Theseincrementswereanalyzedfortheirpotentialtripgenerationanddistributionontothetransportationnetworkasdetailedbelow.

TRANSPORTATIONPLANNINGFACTORS

Travel demand projectionswere prepared for theNo‐Action andWith‐Action Conditions for theWeekdayAM,MD,PM,andSaturdayMDpeakhours.Tripgenerationestimateswerepreparedforthefollowingcriticalpeakhours:

WeekdayMorning(AM):7:45AMto8:45AM

WeekdayMidday(MD):2:30PMto3:30PM

WeekdayAfternoon(PM):4:45PMto5:45PM

SaturdayMD:2:15PMto3:15PM

The peak hours were determined in collaboration with the New York City Department of CityPlanning(NYCDCP)andNYCDOTtobeconsistentwiththeStatenIslandTransportationImprovementStrategy(TIS),aparalleltrafficstudyeffortconductedbytheNewYorkCityEconomicDevelopmentCorporation (NYCEDC) and NYCDOT to develop transportation improvements for a partiallyoverlappingStudyAreawithinStatenIsland.


14‐11

Theresulting trip increments (With‐Action tripsminusNo‐Action trips)werecomparedwith theapplicable CEQR Technical Manual screening thresholds to determine if additional quantifiedanalyses were warranted. The transportation planning assumptions used in calculating the tripestimatesaredescribedbelowanddetailedinTables14‐6through14‐8.

COMMUNITYFACILITY

TheProposedActionswouldconsistofatotalof26,799sfofcommunityfacilityspace.ThedailytripgenerationratesandtemporaldistributionswereobtainedfromtheITETripGeneration,9thEdition,LanduseCode495(RecreationalCommunityCenter).Dailytrucktripgeneration,modalsplit,vehicleoccupancy,trucktemporaldistribution,anddirectionaldistributionwereobtainedfromtheFlushingCommonsFEIS(2010),Table14‐16,fortheYMCAlanduse.

OFFICE

TheProposedActionswouldconsistof217,760sfofofficespace.Thedailytripgenerationrates,temporal distribution, daily truck trip generation rates, and truck temporal distribution wereobtainedfromtheCEQRTechnicalManual,Table16‐2.DirectionaldistributionswereobtainedfromtheNewStapletonWaterfrontDevelopmentPlanTechMemo(2014),TablesO‐14andO‐15,fortheofficelanduse.WeekdayAMandPMmodalsplitandautovehicleoccupancywerecalculatedfromthe2014AmericanCommunitySurvey(ACS)5‐yearreversejourneytoworkestimatesforCensusTract21fortheBayStreetCorridorsites,CanalStreetCorridorsites,andStapletonWaterfrontPhaseIIIsites;CensusTract11fortheCityDispositionSiteatJerseyStreet;andCensusTracts3and7forthe City Disposition sites at 54 Central Avenue and 55 Stuyvesant Place. Ferry trips were splitproportionallytothebus,SIR,andwalk‐onlytrips.WeekdayMDandSaturdayMDmodalsplitswereadjusted to increase walk trip percentages to account for local midday trips, based on similarassumptionsfromtheNewStapletonWaterfrontDevelopmentPlanTechMemo.

LOCALRETAIL

The Proposed Actions would consist of a total of 20,708 sf of local retail space. The daily tripgeneration rates, temporal distribution, daily truck trip generation rates, and truck temporaldistributionwereobtainedfromtheCEQRTechnicalManual,Table16‐2.Modalsplit,autovehicleoccupancy, and directional distribution were obtained from the New Stapleton WaterfrontDevelopmentPlanTechMemo(2014),TablesO‐14andO‐15,forthelocalretaillanduse.

MEDICALOFFICE

TheProposedActionswouldconsistof20,000sfofmedicalofficespace.Thedailytripgenerationrates, temporal distribution, daily truck trip generation rates, truck temporal distribution,modalsplit, vehicleoccupancy, directionaldistributionwereprovidedbyNYCDOT. Itwasassumed thatSaturdayMDtravelcharacteristicswerethesameasWeekdayMD.


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Table14‐6:TravelDemandFactorsBayStreet/CanalStreetCorridorandStapletonWaterfrontPhaseIIISites

WeekdaySaturday

Unit

WeekdaySaturday

UnitAM/PM MD/Sat Weekday Saturday AM/PM MD/Sat Weekday Saturday AM/PM/Sat MD Weekday Saturday

Auto 35.4% 22.6% 9.0% 9.0% 66.9% 56.4% 25.0% 25.0% 25.0% 15.0% 44.0% 44.0%Taxi 0.5% 0.5% 2.0% 2.0% 0.0% 0.5% 0.0% 0.0% 3.0% 3.0% 2.0% 2.0%Bus 33.6% 33.6% 7.0% 7.0% 19.8% 3.6% 49.0% 49.0% 6.0% 6.0% 31.7% 31.7%

Railroad 18.3% 18.3% 7.0% 7.0% 4.2% 8.5% 1.0% 1.0% 6.0% 6.0% 17.3% 17.3%Walk/Bike 12.2% 25.0% 75.0% 75.0% 9.1% 31.0% 25.0% 25.0% 60.0% 70.0% 5.0% 5.0%

100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

AutoTaxi

Linked Trips (1) 0% 0% 40% 25% 0% 0% 0% 0% 15% 15% 0% 0%

AMMDPM

Sat MD

AMMDPM

Sat MDIn Out In Out In Out In Out In Out In Out

AM 16.0% 84.0% 50.0% 50.0% 93.0% 7.0% 66.0% 34.0% 50.0% 50.0% 89.0% 11.0%MD 59.0% 41.0% 50.0% 50.0% 46.0% 54.0% 58.0% 42.0% 50.0% 50.0% 51.0% 49.0%PM 75.0% 25.0% 50.0% 50.0% 3.0% 97.0% 34.0% 66.0% 50.0% 50.0% 48.0% 52.0%

Sat MD 59.0% 41.0% 50.0% 50.0% 46.0% 54.0% 47.0% 53.0% 50.0% 50.0% 51.0% 49.0%

AM 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%MD 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%PM 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%

Sat MD 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%

(4) Flushing Commons EIS, Table 14-16 (YMCA).

Land Use: Residential Local Retail Office Community Facility Restaurant Medical Office Building

8.075 205 18.0 50.7 203.44 1279.6 240 3.9

(6)

127per 1,000 gsf

Daily Truck Trip Generation

(1) (1) (1) (4) (5)

Daily Person Trip Generation

per dwelling unit per room

per 1,000 gsf

(1) (1) (1) (7) (5)

13.7 253.4per 1,000 gsf per 1,000 gsf per 1,000 gsf

0.06 0.35 0.32 0.04 0.79 0.320.02 0.04 0.01

(1)

0.00 0.79 0.01per dwelling unit per 1,000 gsf per 1,000 gsf per 1,000 gsf per 1,000 gsf

Vehicle Occupancy(2, 3) (3) (2, 3) (4) (5) (6)

(5) (6)

Modal Split

(2) (3) (2) (4)

1.501.40 1.40 1.40 1.40 2.00 1.501.26 1.65 1.06 1.50 2.00

10.0% 3.0% 12.0% 6.1% 1.0% 4.0%5.0% 19.0% 15.0%

(6)

11.0%14.0% 8.1% 10.4% 12.0%

8.0% 10.0% 17.0% 11.0%

Truck Temporal Distribution

(1) (1) (1) (4) (5)

11.0% 7.6%2.0% 2.0%

Temporal Distribution

(1) (1) (1) (7) (5)

9.9% 8.7%11.0% 10.0%

11.8% 6.0%

12.0% 8.0% 10.0% 7.7% 9.7% 10.0%9.0% 11.0% 11.0%

(1)

11.0%

(4)

2.0% 1.0% 1.0% 2.0%9.0% 11.0% 11.0% 0.0% 7.6% 11.0%

Notes

Truck Directional Distribution

(1) (1) (1) (1) (1) (1)

(5) (6)Directional Distribution

(3) (3) (3)

(1) 2014 CEQR Technical Manual. Table 16-2. For the local retail land use, a 40% linked trip credit was applied to auto trips only and a 25% linked trip credit was applied to remaining trips.

(2) Residential modal split based on 2011-2015 American Community Survey 5-year estimates, Table B08006: Means of Transportation to Work for the average of Census Tracts 3/7/9/11/21 (Richmond County). Office modal split based on CTPP 2006-2010 Five-year estimates for Census Tract 21 (Richmond County). Ferry trips were split proportionally to the bus and railroad (SIR). Weekday MD and Saturday modal splits were adjusted to increase the walk trips to account for local midday trips. Taxi vehicle occupancy based on the New Stapleton Waterfront Development Plan Tech Memo.(3) New Stapleton Waterfront Development Plan Tech Memo, Tables O-14 and O-15.

(5) Staten Island Lighthouse Point EAS, Table I-14. Ferry trips were split proportionally to the bus and railroad (SIR).(6) NYCDOT. Assumed Saturday modal split, vehicle occupancy, temporal distribution, and directional distribution to be the same as Weekday MD. Non-auto mode split based on Sam Schwartz assumptions of 5% walk, and proportional split to bus and railroad/SIR based on Residential Journey to Work modal split.(7) ITE Trip Generation Manual, 9th Edition, Volume 2: Recreational Community Center (Land Use 495).


14‐13

Table14‐7:TravelDemandFactorsCityDispositionSite‐JerseyStreet

WeekdaySaturday

Unit

WeekdaySaturday


Auto 35.4% 22.6% 9.0% 9.0% 72.8% 56.4% 25.0% 25.0% 25.0% 15.0% 44.0% 44.0%Taxi 0.5% 0.5% 2.0% 2.0% 0.0% 0.5% 0.0% 0.0% 3.0% 3.0% 2.0% 2.0%Bus 39.8% 39.8% 7.0% 7.0% 17.1% 3.6% 49.0% 49.0% 7.0% 7.0% 37.6% 37.6%


100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

AutoTaxi

Linked Trips (1) 0% 0% 40% 25% 0% 0% 0% 0% 15% 15% 0% 0%

AMMDPM

Sat MD

AMMDPM


AM 16.0% 84.0% 50.0% 50.0% 93.0% 7.0% 66.0% 34.0% 50.0% 50.0% 89.0% 11.0%MD 59.0% 41.0% 50.0% 50.0% 46.0% 54.0% 58.0% 42.0% 50.0% 50.0% 51.0% 49.0%PM 75.0% 25.0% 50.0% 50.0% 3.0% 97.0% 34.0% 66.0% 50.0% 50.0% 48.0% 52.0%

Sat MD 59.0% 41.0% 50.0% 50.0% 46.0% 54.0% 47.0% 53.0% 50.0% 50.0% 51.0% 49.0%

AM 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%MD 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%PM 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%

Sat MD 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%



8.075 205 18.0 50.7 203.44 1279.6 240 3.9

(6)

127per 1,000 gsf


(1) (1) (1) (4) (5)



per 1,000 gsf

(1) (1) (1) (7) (5)


0.06 0.35 0.32 0.04 0.79 0.320.02 0.04 0.01

(1)



(5) (6)

Modal Split

(2) (3) (2) (4)

1.501.40 1.40 1.40 1.40 2.00 1.501.11 1.65 1.06 1.50 2.00

10.0% 3.0% 12.0% 6.1% 1.0% 4.0%5.0% 19.0% 15.0%

(6)

11.0%14.0% 8.1% 10.4% 12.0%

8.0% 10.0% 17.0% 11.0%


(1) (1) (1) (4) (5)

11.0% 7.6%2.0% 2.0%


(1) (1) (1) (7) (5)

9.9% 8.7%11.0% 10.0%

11.8% 6.0%

12.0% 8.0% 10.0% 7.7% 9.7% 10.0%9.0% 11.0% 11.0%

(1)

11.0%

(4)

2.0% 1.0% 1.0% 2.0%9.0% 11.0% 11.0% 0.0% 7.6% 11.0%

Notes


(1) (1) (1) (1) (1) (1)


(3) (3) (3)


(2) Residential modal split based on 2011-2015 American Community Survey 5-year estimates, Table B08006: Means of Transportation to Work for the average of Census Tracts 3/7/9/11/21 (Richmond County). Office modal split based on CTPP 2006-2010 Five-year estimates for Census Tract 11 (Richmond County). Ferry trips were added to the bus trips. Weekday MD and Saturday modal splits were adjusted to increase the walk trips to account for local midday trips. Taxi vehicle occupancy based on the New Stapleton Waterfront Development Plan Tech Memo.(3) New Stapleton Waterfront Development Plan Tech Memo, Tables O-14 and O-15.

(5) Staten Island Lighthouse Point EAS, Table I-14. Ferry trips were added to the bus trips.

(6) NYCDOT. Assumed Saturday modal split, vehicle occupancy, temporal distribution, and directional distribution to be the same as Weekday MD. Non-auto mode split based on Sam Schwartz assumptions of 5% walk, and proportional split to bus and railroad/SIR based on Residential Journey to Work modal split.(7) ITE Trip Generation Manual, 9th Edition, Volume 2: Recreational Community Center (Land Use 495).


14‐14

Table14‐8:TravelDemandFactorsCityDispositionSites‐54CentralAvenue/55StuyvesantPlaceSites

RESTAURANT

TheProposedActionswouldconsistof51,415sfofrestaurantspace.Thedailytripgenerationrates,temporal distribution, modal split, auto vehicle occupancy, and directional distribution wereobtainedfromtheStatenIslandLighthousePointEAS(2013),TableI‐14,fortherestaurantlanduse.

RESIDENTIAL(MARKETRATEANDAFFORDABLE)

TheresidentialcomponentoftheProposedActionswouldconsistof2,557residentialdwellingunits.Thedaily tripgenerationrates, temporaldistribution,daily trucktripgenerationrates,andtrucktemporaldistributionwereobtainedfromtheCEQRTechnicalManual,Table16‐2.ModalsplitandautovehicleoccupancyforallProjectedDevelopmentsitesduringtheWeekdayAMandPMpeakhourswerecalculatedfromthe2015AmericanCommunitySurvey(ACS)5‐yearestimates:SexofWorkersbyMeansofTransportationtoWorkbasedontheaverageofCensusTracts3,7,9,11,and21. Ferry trips were split proportionally to the bus, SIR, and walk‐only trips.WeekdayMD andSaturday MDmodal splits were adjusted to increase walk trip percentages to account for localmiddaytrips,basedonsimilarassumptionsfromtheNewStapletonWaterfrontDevelopmentPlanTechMemo.

WeekdaySaturday

Unit

WeekdaySaturday


Auto 35.4% 35.4% 9.0% 9.0% 67.5% 56.4% 25.0% 25.0% 25.0% 15.0% 44.0% 44.0%Taxi 0.5% 0.5% 2.0% 2.0% 0.6% 0.5% 0.0% 0.0% 3.0% 3.0% 2.0% 2.0%Bus 22.2% 22.2% 7.0% 7.0% 13.7% 3.6% 49.0% 49.0% 5.0% 5.0% 31.7% 31.7%


100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

AutoTaxi

Linked Trips (1) 0% 0% 40% 25% 0% 0% 0% 0% 15% 15% 0% 0%

AMMDPM

Sat MD

AMMDPM


AM 16.0% 84.0% 50.0% 50.0% 93.0% 7.0% 66.0% 34.0% 50.0% 50.0% 89.0% 11.0%MD 59.0% 41.0% 50.0% 50.0% 46.0% 54.0% 58.0% 42.0% 50.0% 50.0% 51.0% 49.0%PM 75.0% 25.0% 50.0% 50.0% 3.0% 97.0% 34.0% 66.0% 50.0% 50.0% 48.0% 52.0%

Sat MD 59.0% 41.0% 50.0% 50.0% 46.0% 54.0% 47.0% 53.0% 50.0% 50.0% 51.0% 49.0%

AM 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%MD 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%PM 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%

Sat MD 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0%



8.075 205 18.0 50.7 203.44 1279.6 240 3.9

(1)

127per 1,000 gsf


(1) (1) (1) (4) (5)



per 1,000 gsf

(1) (1) (1) (7) (5)


0.06 0.35 0.32 0.04 0.79 0.320.02 0.04 0.01

(1)



(5) (6)

Modal Split

(2) (3) (2) (4)

1.501.40 1.40 1.40 1.40 2.00 1.501.12 1.65 1.08 1.50 2.00

10.0% 3.0% 12.0% 6.1% 1.0% 4.0%5.0% 19.0% 15.0%

(6)

11.0%14.0% 8.1% 10.4% 12.0%

8.0% 10.0% 17.0% 11.0%


(1) (1) (1) (4) (5)

11.0% 7.6%2.0% 2.0%


(1) (1) (1) (7) (5)

9.9% 8.7%11.0% 10.0%

11.8% 6.0%

12.0% 8.0% 10.0% 7.7% 9.7% 10.0%9.0% 11.0% 11.0%

(1)

11.0%

(4)

2.0% 1.0% 1.0% 2.0%9.0% 11.0% 11.0% 0.0% 7.6% 11.0%

Notes


(1) (1) (1) (1) (1) (1)


(3) (3) (3)


(2) Residential modal split based on 2011-2015 American Community Survey 5-year estimates, Table B08006: Means of Transportation to Work for the average of Census Tracts 3/7/9/11/21 (Richmond County). Office modal split based on CTPP 2006-2010 Five-year estimates for Census Tracts 3/7 (Richmond County). Ferry trips were added to the walk/bike trips. Weekday MD and Saturday modal splits were adjusted to increase the walk trips to account for local midday trips. Taxi vehicle occupancy based on the New Stapleton Waterfront Development Plan Tech Memo.(3) New Stapleton Waterfront Development Plan Tech Memo, Tables O-14 and O-15.

(5) Staten Island Lighthouse Point EAS, Table I-14. Ferry trips were added to the walk/bike trips.

(6) NYCDOT. Assumed Saturday modal split, vehicle occupancy, temporal distribution, and directional distribution to be the same as Weekday MD. Non-auto mode split based on Sam Schwartz assumptions of 5% walk, and proportional split to bus and railroad/SIR based on Residential Journey to Work modal split.(7) ITE Trip Generation Manual, 9th Edition, Volume 2: Recreational Community Center (Land Use 495).


14‐15

LINKEDTRIPS

LinkedtripsarethosethathavemultipledestinationswithintheStudyAreaandaretypicalformulti‐usesites.Alinkedtripcreditwasappliedtothelocalretaillandusebasedonthemodeoftravel;a40%linkedtripcreditwasappliedforautotrips,anda25%linkedtripcreditwasappliedforallothermodes.Alinkedtripcreditof15%wasalsoappliedtotherestaurantlanduse.

TRAVELDEMANDPROJECTIONSUMMARY

Tables14‐9to14‐12summarizethetraveldemandintheNo‐ActionCondition,andTables14‐13to14‐16 summarize the incremental travel demand estimates for the With‐Action Condition; thedifferenceinthetraveldemandprojectionsbetweentheNo‐ActionandtheWith‐ActionConditions.Specifically,thetripestimatessummarizedinTables14‐9to14‐12correspondtothe“No‐Action”columnpresentedinTable14‐1andisthelayeroftripsthattheNo‐ActionConditionwouldaddtotheExistingCondition.Likewise,thetripestimatessummarizedinTables14‐13to14‐16correspondtotheincrementalusesinthe“With‐Action”columnpresentedinTable14‐1andisthelayeroftripsthattheWith‐ActionConditionwouldaddcomparedtotheNo‐ActionCondition.SincethenumbersofpeakhourtripswouldexceedtheCEQRTechnicalManualanalysisthresholdsforvehiculartraffic,transitandpedestrians,aLevel2screeningassessmentwasundertakentoidentifyspecificlocationswhereadditionaldetailedanalysesmaybewarranted.

Table 14‐17 summarizes the overall trip generation estimates for the With‐Action Conditionincrement.


14‐16

Table14‐9:No‐ActionProjectIncrementWeekdayAMPeakHourTripGenerationEstimates

In Out In Out In Out In Out In Out In Out In OutBay Street 0 2 14 14 65 5 9 5 2 2 0 0 90 28 118

Canal Street 0 2 5 5 12 1 3 2 0 0 0 0 20 10 3055 Stuy 0 0 0 0 47 4 0 0 0 0 0 0 47 4 51

54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Stapleton A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Stapleton B1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 4 19 19 124 10 12 7 2 2 0 0 157 42 199



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 10 10 0 0 0 0 2 2 0 0 12 12 24



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 1 1 2 2 0 0 1 1 0 0 4 4 8



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 34 34 12 1 1 0 1 1 0 0 48 36 84



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 4 34 34 35 2 37 19 1 1 0 0 107 60 167



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 545 545 27 3 33 17 20 20 0 0 625 585 1209

Medical Office TotalTotal

TaxiResidential Local Retail Office Community Facility Restaurant Medical Office

AutoResidential Local Retail Office Community Facility Restaurant

TotalTotal

TruckResidential Local Retail Office Community Facility Restaurant Medical Office Total

Total

SIRResidential Local Retail Office Community Facility

Total


Restaurant

Office Community Facility

Restaurant Medical Office Total

BusResidential Local Retail Office Community Facility

TotalTotal

Restaurant Medical Office Walk

Residential Local Retail


14‐17

Table14‐10:No‐ActionProjectIncrementWeekdayMDPeakHourTripGenerationEstimates



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 134 134 65 77 18 13 11 11 0 0 228 235 463



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 88 88 0 0 0 0 4 4 0 0 92 92 184



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 2 2 2 2 0 0 1 1 0 0 5 5 10



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 215 215 10 12 1 1 9 9 0 0 235 237 471



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 215 215 4 5 54 39 9 9 0 0 282 268 549



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 3450 3450 59 69 47 35 206 206 0 0 3762 3760 7522




TotalTotal


Total


Total


Restaurant




TotalTotal




14‐18

Table14‐11:No‐ActionProjectIncrementWeekdayPMPeakHourTripGenerationEstimates



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 4 0 72 72 5 152 10 18 22 22 0 0 113 264 377



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 46 46 1 1 0 0 6 6 0 0 53 53 106



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 1 0 113 113 0 14 0 1 11 11 0 0 125 139 264



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 4 0 113 113 1 43 26 51 11 11 0 0 155 218 373



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 1816 1816 0 33 24 45 212 212 0 0 2052 2106 4157




TotalTotal


Total


Total


Restaurant




TotalTotal




14‐19

Table14‐12:No‐ActionProjectIncrementSaturdayMDPeakHourTripGenerationEstimates



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 82 82 16 19 4 5 16 16 0 0 118 122 240



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 50 50 0 0 0 0 4 4 0 0 54 54 108



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 0 0 0 0 0 0 1 1 0 0 1 1 2



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 132 132 2 3 0 0 8 8 0 0 142 143 286



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 1 0 132 132 1 1 14 16 8 8 0 0 156 157 314



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 2126 2126 15 17 12 14 152 152 0 0 2305 2309 4613




TotalTotal


Total


Total


Restaurant




TotalTotal




14‐20

Table14‐13:With‐ActionProjectIncrementWeekdayAMPeakHourTripGenerationEstimates

In Out In Out In Out In Out In Out In Out In OutBay Street 58 301 -2 -2 181 14 9 5 8 8 27 3 281 329 610

Canal Street 11 45 -2 -2 -12 -1 0 -1 0 0 0 0 -3 41 3855 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 106 8 0 0 0 0 0 0 106 8 114Jersey 5 23 4 4 0 0 0 0 0 0 0 0 9 27 36


Total 97 489 4 4 275 21 9 4 8 8 27 3 420 529 949



54 Central 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2Jersey 0 0 2 2 0 0 0 0 0 0 0 0 2 2 4


Total 7 7 -2 -2 1 1 0 0 0 0 1 1 7 7 14



54 Central 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 8 8 0 0 3 3 0 0 0 0 0 0 11 11 22

In Out In Out In Out In Out In Out In Out In OutBay Street 38 199 -7 -7 13 1 -1 0 1 1 16 2 60 196 256

Canal Street 6 30 -2 -2 -1 0 0 0 0 0 0 0 3 28 3055 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 16 1 0 0 0 0 0 0 16 1 17Jersey 2 9 6 6 0 0 0 0 0 0 0 0 8 15 22


Total 61 316 3 3 28 2 -1 0 1 1 16 2 108 324 433


Canal Street 11 53 -2 -2 -4 0 -2 -1 0 0 0 0 3 50 5255 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 23 2 0 0 0 0 0 0 23 2 25Jersey 6 29 6 6 0 0 0 0 0 0 0 0 12 35 46


Total 113 584 3 3 75 7 26 13 1 1 29 4 247 612 860


Canal Street 3 20 -27 -27 -2 0 -1 -1 0 0 0 0 -27 -8 -3455 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 16 1 0 0 0 0 0 0 16 1 17Jersey 2 9 61 61 0 0 0 0 0 0 0 0 63 70 132


Total 61 320 34 34 66 5 27 15 50 50 10 2 248 426 673

Medical Office



Restaurant Medical Office

TruckResidential Local Retail Office Community Facility Restaurant Medical Office


Medical Office

WalkResidential Local Retail Office Community Facility Restaurant Medical Office

BusResidential Local Retail Office Community Facility Restaurant Total

Total

TotalTotal

TotalTotal

TotalTotal

TotalTotal

TotalTotal


14‐21

Table14‐14:With‐ActionProjectIncrementWeekdayMDPeakHourTripGenerationEstimates


Canal Street 13 6 -11 -11 -7 -7 -1 0 0 0 0 0 -6 -12 -1855 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 55 65 0 0 0 0 0 0 55 65 120Jersey 5 4 22 22 0 0 0 0 0 0 0 0 27 26 53


Total 112 79 14 14 143 168 13 10 32 32 42 40 356 343 699


Canal Street 0 0 -8 -8 0 0 0 0 0 0 0 0 -8 -8 -1655 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 2 2 0 0 0 0 0 0 2 2 4Jersey 0 0 14 14 0 0 0 0 0 0 0 0 14 14 28


Total 0 0 6 6 4 4 0 0 18 18 4 4 32 32 64



54 Central 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2Jersey 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2


Total 5 5 0 0 3 3 0 0 0 0 0 0 8 8 16

In Out In Out In Out In Out In Out In Out In OutBay Street 69 47 -43 -43 16 18 0 -1 23 23 25 24 90 68 158

Canal Street 11 7 -16 -16 -1 -1 0 0 0 0 0 0 -6 -10 -1655 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 9 11 0 0 0 0 0 0 9 11 20Jersey 3 2 36 36 0 0 0 0 0 0 0 0 39 38 77


Total 110 75 21 21 24 28 0 -1 23 23 25 24 203 170 373


Canal Street 20 16 -16 -16 0 0 -2 -1 0 0 0 0 2 -1 155 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 4 4 0 0 0 0 0 0 4 4 8Jersey 10 7 36 36 0 0 0 0 0 0 0 0 46 43 89


Total 208 148 21 21 10 11 39 29 23 23 45 43 346 275 621


Canal Street 16 10 -169 -169 -4 -4 -1 -1 0 0 0 0 -158 -164 -32255 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 33 39 0 0 0 0 0 0 33 39 72Jersey 6 5 383 383 0 0 0 0 0 0 0 0 389 388 778


Total 233 161 212 212 139 163 43 31 454 454 14 14 1095 1035 2130




TotalTotal


Total

SIRResidential Local Retail Office Community Facility Restaurant Medical Office Total

Total


Restaurant

TotalTotal

Medical Office TotalTotalBus

Residential Local Retail Office Community Facility

WalkResidential Local Retail Office Community Facility


14‐22

Table14‐15:With‐ActionProjectIncrementWeekdayPMPeakHourTripGenerationEstimates


Canal Street 44 17 -4 -4 0 -15 -1 -1 0 0 0 0 39 -3 3655 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 4 129 0 0 0 0 0 0 4 129 133Jersey 23 8 12 12 0 0 0 0 0 0 0 0 35 20 55


Total 481 165 7 7 9 334 6 12 61 61 43 47 607 626 1233



54 Central 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2Jersey 0 0 8 8 0 0 0 0 0 0 0 0 8 8 16


Total 7 7 2 2 1 1 0 0 18 18 4 4 32 32 64



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2


Canal Street 28 9 -8 -8 0 -1 0 0 0 0 0 0 20 0 1955 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 1 19 0 0 0 0 0 0 1 19 20Jersey 9 3 19 19 0 0 0 0 0 0 0 0 28 22 50


Total 309 104 11 11 2 33 0 0 28 28 25 27 375 203 578


Canal Street 53 19 -8 -8 0 -5 -1 -3 0 0 0 0 44 3 4655 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 1 28 0 0 0 0 0 0 1 28 29Jersey 29 10 19 19 0 0 0 0 0 0 0 0 48 29 77


Total 576 195 11 11 3 92 18 35 28 28 46 50 682 411 1093


Canal Street 20 6 -89 -89 0 -3 -1 -1 0 0 0 0 -70 -87 -15755 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 1 19 0 0 0 0 0 0 1 19 20Jersey 9 3 202 202 0 0 0 0 0 0 0 0 211 205 416


Total 314 104 112 112 3 82 19 37 470 470 14 16 932 821 1752




TotalTotal


Total


Total


Restaurant

TotalTotal





14‐23

Table14‐16:With‐ActionProjectIncrementSaturdayMDPeakHourTripGenerationEstimates

Table14‐17:SummaryofNetIncrementalTripsGeneratedUndertheRWCDS


Canal Street 20 16 -5 -5 -2 -3 0 0 0 0 0 0 13 8 2155 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 14 16 0 0 0 0 0 0 14 16 30Jersey 10 7 14 14 0 0 0 0 0 0 0 0 24 21 45


Total 209 147 9 9 35 41 4 3 43 43 42 40 342 283 625



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 10 10 0 0 0 0 0 0 0 0 10 10 20


Total 7 7 8 8 0 0 0 0 16 16 4 4 35 35 70



54 Central 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jersey 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Canal Street 20 14 -10 -10 0 0 0 0 0 0 0 0 10 4 1555 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 2 3 0 0 0 0 0 0 2 3 5Jersey 6 4 22 22 0 0 0 0 0 0 0 0 28 26 54


Total 211 148 13 13 6 7 0 0 20 20 25 24 275 212 487


Canal Street 37 26 -10 -10 0 0 -1 -1 0 0 0 0 26 15 4255 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2Jersey 19 14 22 22 0 0 0 0 0 0 0 0 41 36 77


Total 393 276 13 13 2 2 10 9 20 20 45 43 483 363 846


Canal Street 27 20 -104 -104 -1 -1 0 0 0 0 0 0 -78 -85 -16355 Stuy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

54 Central 0 0 0 0 8 9 0 0 0 0 0 0 8 9 17Jersey 12 9 236 236 0 0 0 0 0 0 0 0 248 245 494


Total 440 308 131 131 35 40 12 10 342 342 14 14 974 845 1819




TotalTotal


Total


Total


Restaurant

TotalTotal




Peak Hour Vehicle (Auto/Taxi/Truck) SIR Bus Bike/Walk OnlyWeekday AM 985 433 860 673Weekday MD 779 373 621 2,130Weekday PM 1,299 578 1,093 1,752Saturday MD 695 487 846 1,819


14‐24

E. LEVEL2SCREENINGASSESSMENT

ALevel2screeningassessmentinvolvestheassignmentoftripsgeneratedbytheProposedActionstotheStudyAreastreetnetwork,pedestrianelementsandtransitfacilities,andtheidentificationofspecificlocationswheretheincrementalincreaseindemandmaypotentiallyexceedCEQRTechnicalManualanalysisthresholdsandthereforerequireaquantitativeanalysis.

IftheresultsofthisanalysisshowthattheProposedActionswouldgenerate50ormorepeakhourvehicle trips throughan intersection,50ormorepeakhourbusridersonabusroute inasingledirection,200ormorepeakhourSIRpassengersperstation,or200ormorepeakhourpedestriantripsperpedestrianelement,furtherquantifiedanalysesmaybewarrantedtoevaluatethepotentialforsignificantadversetraffic,transit,pedestrian,andparkingimpacts.

VEHICULARTRAFFIC

According to the criteria specified in the CEQR TechnicalManual, traffic analyses are generallyrequiredatintersectionswheremorethan50newvehicletripswouldbegeneratedbyaProposedActionsduringanindividualpeakhourbasedontheresultsofthevehicletripassignment.Itwasdeterminedthatindividualintersectionsexceedthisthresholdduringthefollowingfourcriticalpeakhours:

WeekdayAMpeakhour:7:45AMto8:45AM

WeekdayMDpeakhour:2:30PMto3:30PM

WeekdayPMpeakhour:4:45PMto5:45PM

SaturdayMDpeakhour:2:15PMto3:15PM

Detailedintersectionanalyseswereconductedforallfourpeakhoursat49studyintersections.

Vehicletripassignmentsweredevelopedforautos,taxis,andtrucksforeachProjectedDevelopmentSite and each land use for the four peak hours. Residential and office vehicle trip assignmentassumptionswerebasedonthegeographiclocationofeachProjectedDevelopmentSiterelativetomajorarterialsandcommuterroutesforresidentsandofficeworkersoftheareabasedonavailablecensusdata1.Localretail,restaurant,communityfacility,andmedicalofficevehicletripassignmentswere based onpopulationdensity andwere assumed to be the same across these four landusecategories.AutotripswereassignedtoeachProjectedDevelopmentSiteandassumedtoparkon‐siteoron‐streetononeoftheblockfacesofeachrespectiveProjectedDevelopmentSite.Pedestriantripsgeneratedbytheparkedvehicleswereaddedtothepedestriannetwork.AlldeliveryvehicleswereassignedontothetrafficnetworkviaNYCDOT’sdesignatedtruckroutes.DetailspertainingtovehicletripassignmentareincludedintheTravelDemandFactorsMemorandum(TDFMemo)includedinAppendixG.With‐ActionConditionvehicularprojectincrementsforeachpeakhourareshownonFigures14‐2to14‐5.

1OnTheMapv.6.5.U.S.CensusBureau,CenterforEconomicStudies.2014CensusData.

0 0 0 0 #7 25

83 83 84 0 0 2 6 20 25 0 10 0

1 0 2 1 3 0 67 12 -20 50 0 52 11 0 12 40 -36 0 0 0 51 0 0 1 0 0 0 108 50

0 16 60 #2 3749 121 0 0

106 177

#8 0 3 41 34 0 104 0 0

1 0 0 10 0 43 2 13 0 14 0 4 0 0

4 0 5 0 34 #9 1 0 0 2 206 0 104 0

#55S

2

0 0 0 84 4 0 50 0 0 0

0 9 0

15 0

10 0 43 0 0 #10 2 27 0 2 0 6 0 7 0 5 0 0 0 178 0

9 0

0 58 0 0 00 84 0 0

16 0 17 0

0 0

28 0 0 0 0 175 0 #1 0

4

#54C 0 64 -3 10 -4

10 18 0

98 0 #11‐14 4 0 #5a 12

0 43 43 11 171 0 35

0 8 3 10 8 0 25 6 111 0 0 9

1 0 0

9 Clinton Street 19 17 20 098 83 84

0 29 #15 0 11 171 0 #5b 15

43 0 0 0 -1 32

0 1 140 0 3 9 0 1 0 9

21 0

0 0 84 0 0 #16 0 0 173 0 Stapleton

A 8

1 13

0 22 1 48

0 140

22 Stapleton

B1 19

3 42

#17 1 2 0 171 #3‐4 25 4 2 51 9

8 0 204 6 17 11

2348 191 0

0 0 0 152

27 4 316 38 0 212 0

4 10 0 0

7 28 0 1 117 28 0 0 204 0 0 0 3 110

3 1 152 24 0 25

212 0 27 83 0 0 0 0 86

29 27 30 0 152 0 #6 2

6 7 5

0 0 1 110 00 147 7 0 77 1 0

26 0

1 0 0 85 0

NOTTOSCALE

TotalProposedProjectIncrementWeekdayAMPeakHour

Figure14‐2A

Van Duzer Street

Richmond Terrace Richmond Terrace

Bay Street

St. M

arks Place

Bay Street

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu

e Victory Boulevard Victory Boulevard

Hamilton Avenue Hamilton Avenue

Stuyvesant Place

Richmon

d Terrace

Bay Street

Fron

t Street

Minthorne Street

Van Duzer / Swan Street

Bay Street

Hannah Street Hannah Street

Wall Street Wall Street

Stuyvesant Place

Richmon

d Terrace

Private Driveway

St. Julian Place

Bay Street

Private Driveway

Bay Street

Parking LotGrant Street

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace

Ferry Terminal Exit (Bus)

Clinton Street

Van Duzer Street

DOT Facility Driveway

Private Driveway

William Street

Congress Street

Bay Street

Bay Street

Ferry Terminal Exit (Parking)Baltic Street

Bay Street

Private Driveway

Beach Street Broad Street

Van Du

zer S

treet

Bay Street

Water Street

Wave Street Wave Street

BAYSTREETREZONINGANDRELATEDACTIONS

Bay Street

Fron

t Street

Canal Street Canal Street

Bay Street

Fron

t Street

Prospect StreetProspect Street

Fron

t Street

N

0 0 0 0

22 0 0

0 0 39 0 Canal 13

33 0 34 0 0 28

0 0 -2 0 0 0 0 0 -1 27 0 Jersey 1

28

1 0 0 0 0 5 14 10 1

0 0 0 0 18 31 10 0 0 53 48 52 150

48 28 0 40 0 41 0 35 9 36 38 37 66 0 0 45

0 0 122 38 38 72 95 8 0 0 0 0 0 0 -1 0 0 2 17 0 5 91 0 46

1 149

Greenfield Avenue 46

80

32 2 37 46

0 0 11

149 0 0 0

83 0

47 Edgewater Drive

46 77 0 0

4 10 0 0

0 26 48

20 44 4

38 46 -1 0 45 70 0 0 0 26

77 155 0

0

48 0

52 0 0 0 71 0

5 0

0

42 53 43 53

0 0

0 18 38

0 155 0 0

0

49 0

71 0 0 0 0 0

NOTTOSCALE

TotalProposedProjectIncrementWeekdayAMPeakHour

Figure14‐2B

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Brook Street

Bay Street

Broad Street Broad Street

Victory Boulevard Victory Boulevard Victory Boulevard

Private Driv

eway

Cana

l Street

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street

Richmond Terrace

Clove Ro

ad

From/To Edgewater Street

Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street

Broad Street

Van Du

zer S

treet


School Road

Bay Street

Private Driveway

N

0 0 0 0 #7 -32

50 51 54 1 0 4 37 48 28 0 29 0

1 1 2 3 3 1 109 53 -9 54 0 58 11 0 12 122 -16 0 0 1 55 0 0 3 0 0 1 79 33

0 22 50 #2 235

0 19 39 0 0

87 132

#8 2 19 93 81 0 76 0 0

2 0 0 6 0 53 2 13 0 14 0 2 0 0

4 0 5 0 81 #9 -1 0 0 0 98 0 76 0

#55S

0

0 0 0 55 -1 0 93 0 0 0

0 -1 0

15 0

6 53 0 0 #10 5 17 0 7 0 6 7 0 5 1 0 0 82 0

0 7 0 0

0 95 0 0 0

0 0 55 0 0

16 0 17 0

0 0

20 0 0 0 0 84 0 #1 -2

-2

#54C 0 96 -3 68 -4

6 18 0

52 0 #11‐14 1 0 #5a 0

0 53 53 8 82 0 4

0 1 2 10 8 0 7 2 102 0 0 6

7 0 0

61 19 2 20 052 48 55

0 20 #15 3 0 94 0 #5b 1

53 0 0 0 3 3

0 3 103 0 2 9 0 2 0 6

21 0

0 0 55 0 0 #16 2 0 101 0 Stapleton

A 25

4 35

3 24 3 33

0 104

22 Stapleton

B1 3

2 7

#17 -5 0 0 99 #3‐4 -5 4 -4 -2 10

-6 0 105 -3 -5 3

2336 95 0

0 0 0 109

27 6 316 38 -4 113 0

3 -2 0 0

1 17 0 0 101 28 0 0 105 0 0 0 2 90

2 4 111 24 0 25

113 0 18 72 0 0 0 0 93

29 18 30 0 109 0 #6 2

-6 19 3

0 0 2 90 00 120 19 0 72 4 0

26 0

2 0 0 91 0

NOTTOSCALE

TotalProposedProjectIncrementWeekdayMDPeakHour

Figure14‐3A

Van Duzer Street

Van Duzer Street

Clinton Street


Bay Street

St. M

arks Place

Bay Street


Bay Street

Hannah Street


Stuyvesant Place

Richmon

d Terrace

Private Driveway

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace

Hannah Street

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street


Private Driveway

William Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway


Bay Street

Fron

t Street


Bay Street

Fron

t Street

Prospect Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


N

0 0 0 0

20 0 0

0 0 39 0 Canal -10

33 0 34 0 0 -10

0 0 -8 0 0 0 0 0 -6 19 0 Jersey 2

39

2 0 0 0 0 -1 -6 -2 0

0 0 0 0 20 37 40 0 0 36 36 57 36

78 37 0 40 0 41 0 35 9 36 67 37 104 0 0 45

0 0 100 38 38 62 74 20 0 0 0 0 0 0 -4 0 0 1 -1 0 9 63 0 39

5 30


35

32 10 38 39

0 0 9

30 0 0 0

72 0

47 Edgewater Drive

039 72 0

-3 -3 0 0

0 22 35

23 44 22

38 55 -3 0 42 52 0 0 -1 20

40 62 0

0

48 0

42 0 0 0 69 0

16 0

0

42 36 43 36

0 0

0 14 38

0 62 0 0

0

49 0

69 0 0 0 0 0

NOTTOSCALE

TotalProposedProjectIncrementWeekdayMDPeakHour

Figure14‐3B

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Cebra Av

enue

Brook Street

Bay Street



Private Driv

eway

Tompkins S

treet

Vanderbilt Avenue

Cana

l Street

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street


School Road

Bay Street

Private Driveway

Broad Street

Van Du

zer S

treet

N

0 0 0 0 #7 -73

80 81 84 1 2 3 63 137 20 0 37 0

1 1 2 3 3 1 179 83 5 97 0 101 11 0 12 192 15 0 0 1 98 0 0 3 0 0 1 32 8

0 58 28 #2 385

0 34 33 0 0

43 54

#8 2 34 223 131 0 53 0 0

5 0 0 1 0 101 1 13 0 14 0 2 0 0

4 0 5 0 131 #9 3 0 0 0 86 0 53 0

#55S

9

0 0 0 85 1 0 223 0 0 0

0 2 0

15 0

1 101 0 0 #10 10 6 0 14 0 6 7 0 7 2 0 0 89 0

0 9 0 0

0 224 0 0 0

0 0 85 0 0

16 0 17 0

0 0

9 0 0 0 0 96 0 #1 -5

-4

#54C 0 220 0 130 3

1 18 0

4 0 #11‐14 10 0 #5a 7

0 101 101 27 104 0 16

0 8 13 10 8 0 20 5 228 0 0 37

12 0 0

118 19 10 20 04 73 85

0 9 #15 2 5 153 0 #5b 9

101 0 0 0 2 14

0 1 228 0 13 9 0 0 0 37

21 0

0 0 85 0 0 #16 1 0 188 0 Stapleton

A 29

1 56

1 17 1 28

0 228

22 Stapleton

B1 6

11 14

#17 8 7 0 178 #3‐4 9 18 18 17 41

3 0 228 22 6 49

2361 182 0

0 0 0 233

27 8 3119 62 3 228 0

11 0 0 0

3 10 0 9 214 28 0 0 228 0 0 0 1 124

1 5 237 24 0 25

228 0 15 109 0 0 0 0 127

29 15 30 0 233 0 #6 3

-3 31 5

0 0 4 124 00 245 31 0 93 8 0

26 0

3 0 0 124 0

NOTTOSCALE

TotalProposedProjectIncrementWeekdayPMPeakHour

Figure14‐4A

Van Duzer Street

Van Duzer Street

Clinton Street


Bay Street

St. M

arks Place

Bay Street


Bay Street

Hannah Street


Stuyvesant Place

Richmon

d Terrace

Private Driveway

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace

Hannah Street

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street


Private Driveway

William Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway


Bay Street

Fron

t Street


Bay Street

Fron

t Street

Prospect Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


N

0 0 0 0

32 0 0

0 0 39 0 Canal -6

33 0 34 0 0 -3

0 0 9 0 0 0 0 0 24 33 0 Jersey 1

27

2 0 0 0 0 0 -3 0 9

0 0 0 0 17 40 41 0 0 61 61 99 83

130 48 0 40 0 41 0 35 9 36 122 37 169 0 5 45

0 0 86 67 62 72 60 25 0 0 0 0 0 0 12 0 0 19 5 0 12 47 0 151

7 76


57

32 15 84 151

0 0 5

76 0 0 0

109 0

47 Edgewater Drive

0151 93 0

-2 -1 0 0

0 26 63

39 44 36

38 96 3 0 63 52 0 0 9 9

76 109 0

0

48 0

82 0 0 0 162 0

23 0

0

42 61 43 61

0 0

0 6 67

0 109 0 0

0

49 0

162 0 0 0 0 0

NOTTOSCALE

TotalProposedProjectIncrementWeekdayPMPeakHour

Figure14‐4B

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Cebra Av

enue

Brook Street

Bay Street



Private Driv

eway

Tompkins S

treet

Vanderbilt Avenue

Cana

l Street

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street


School Road

Bay Street

Private Driveway

Broad Street

Van Du

zer S

treet

N

0 0 0 0 #7 -4

48 49 51 1 1 3 14 43 18 0 17 0

1 1 2 3 3 1 68 28 -1 57 0 60 11 0 12 64 2 0 0 1 58 0 0 3 0 0 1 38 13

0 31 28 #2 113

0 26 34 0 0

47 63

#8 1 7 78 55 0 51 0 0

1 0 0 1 0 60 1 13 0 14 0 1 0 0

4 0 5 0 55 #9 1 0 0 1 75 0 51 0

#55S

4

0 0 0 52 1 0 79 0 0 0

0 2 0

15 0

1 60 0 0 #10 6 7 0 9 0 6 7 0 6 1 0 0 72 0

0 7 0 0

0 81 0 0 0

0 0 52 0 0

16 0 17 0

0 0

9 0 0 0 0 75 0 #1 -1

0

#54C 0 80 0 16 2

1 18 0

13 0 #11‐14 4 0 #5a 3

0 60 60 12 77 0 9

0 3 4 10 8 0 10 2 89 0 0 14

1 0 0

15 19 5 20 013 51 52

0 10 #15 2 3 97 0 #5b 4

60 0 0 0 3 8

0 2 93 0 4 9 0 3 0 14

21 0

0 0 52 0 0 #16 2 0 110 0 Stapleton

A 22

3 35

2 19 3 30

0 94

22 Stapleton

B1 6

5 12

#17 2 2 0 106 #3‐4 4 8 6 11 18

1 0 103 7 4 18

2332 91 0

0 0 0 126

27 6 3110 37 0 107 0

7 2 0 0

5 8 0 3 113 28 0 0 103 0 0 0 2 66

2 3 127 24 0 25

107 0 16 49 0 0 0 0 79

29 16 30 0 126 0 #6 3

-1 19 4

0 0 3 66 00 131 19 0 58 4 0

26 0

2 0 0 77 0

NOTTOSCALE

TotalProposedProjectIncrementSaturdayMDPeakHour

Figure14‐5A

Van Duzer Street

Van Duzer Street

Clinton Street


Bay Street

St. M

arks Place

Bay Street


Bay Street

Hannah Street


Stuyvesant Place

Richmon

d Terrace

Private Driveway

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace

Hannah Street

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street


Private Driveway

William Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway


Bay Street

Fron

t Street


Bay Street

Fron

t Street

Prospect Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


N

0 0 0 0

19 0 0

0 0 39 0 Canal 0

33 0 34 0 0 4

0 0 1 0 0 0 0 0 8 16 0 Jersey 2

29

2 0 0 0 0 2 2 2 3

0 0 0 0 16 30 32 0 0 34 32 38 55

42 28 0 40 0 41 0 35 8 36 34 37 62 0 2 45

0 0 66 40 37 49 46 18 0 0 0 0 0 0 4 0 0 7 5 0 9 36 0 68

5 50


36

32 6 45 68

0 0 6

50 0 0 0

49 0

47 Edgewater Drive

068 58 0

0 2 0 0

0 18 28

16 44 10

38 31 0 0 39 35 0 0 3 10

34 65 0

0

48 0

43 0 0 0 83 0

6 0

0

42 34 43 34

0 0

0 6 40

0 65 0 0

0

49 0

83 0 0 0 0 0

NOTTOSCALE

TotalProposedProjectIncrementSaturdayMDPeakHour

Figure14‐5B

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Cebra Av

enue

Brook Street

Bay Street



Private Driv

eway

Tompkins S

treet

Vanderbilt Avenue

Cana

l Street

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street


School Road

Bay Street

Private Driveway

Broad Street

Van Du

zer S

treet

N


14‐33

As listedbelowandshown inFigure14‐6, theStudyAreaconsistsof the following29signalizedintersectionsand20unsignalizedintersections:

1. RichmondTerraceandFranklinAvenue(signalized)2. RichmondTerraceandJerseyStreet(signalized)3. RichmondTerraceandWesterveltAvenue(signalized)4. HamiltonAvenueandStuyvesantPlace(unsignalized)5. HamiltonAvenueandRichmondTerrace(signalized)6. WallStreetandStuyvesantPlace(unsignalized)7. WallStreetandRichmondTerrace(signalized)8. RichmondTerraceandFerryTerminal(bus)(signalized)9. RichmondTerraceandFerryTerminal(parkinglot)(signalized)10. BayStreetandSlossonTerrace(signalized)11. VictoryBoulevardandBayStreet/St.MarksPlace(signalized)12. VictoryBoulevardandBayStreet(signalized)13. BayStreetandHannahStreet(signalized)14. FrontStreetandHannahStreet(unsignalized)15. BayStreetandSwanStreet/VanDuzerStreet(signalized)16. VanDuzerStreetandSt.JulianPlace(unsignalized)17. BayStreetandSt.JulianPlace(unsignalized)18. BayStreetandGrantStreet(unsignalized)19. VanDuzerStreetandClintonStreet(signalized)20. BayStreetandClintonStreet(signalized)21. BayStreetandBalticStreet(unsignalized)22. BayStreetandWilliamStreet(unsignalized)23. BayStreetandCongressStreet(unsignalized)24. BayStreetandWaveStreet(unsignalized)25. FrontStreetandWaveStreet(unsignalized)26. FrontStreetandProspectStreet(unsignalized)27. VanDuzerStreetandBeachStreet(signalized)28. BayStreetandWaterStreet(unsignalized)29. BayStreetandCanalStreet(signalized)30. FrontStreetandCanalStreet(unsignalized)31. BayStreetandBroadStreet(signalized)32. RichmondTerraceandCloveRoad(signalized)33. JerseyStreetandBrookStreet(unsignalized)34. PikeStreetandBrookStreet(unsignalized)35. VictoryBoulevardandCebraAvenue(signalized)36. VictoryBoulevardandJerseyStreet(signalized)37. PikeStreetandVictoryBoulevard(unsignalized)38. VictoryBoulevardandForestAvenue(signalized)39. HudsonStreetandCedarStreet(unsignalized)40. BroadStreetandCedarStreet(unsignalized)41. BroadStreetandCanalStreet(signalized)42. BroadStreetandVanDuzerStreet(signalized)


14‐34

43. BroadStreetandTargeeStreet(signalized)44. VanderbiltAvenueandTompkinsAvenue(signalized)45. BayStreetandVanderbiltAvenue(signalized)46. BayStreetandGreenfieldAvenue(unsignalized)*47. BayStreetandEdgewaterDrive(signalized)48. BayStreetandHylanBoulevard(signalized)49. BayStreetandSchoolRoad(signalized)

*AlltrafficmovementsattheintersectionofBayStreetandGreenfieldAvenueareuncontrolled;therefore,thisintersectiondoesnotappearintheanalysissummarytables.

SilverLake

Clove LakesPark

New Jersey

Henderson Av

Forest Av

Willowbrook Rd

Richmond Terr Wall St

Van

Duz

er S

t

Targ

ee S

t

Broad St

Vander

bilt A

v

Bay S

t

Hylan Blvd

Ric

hmon

d R

d

Bay S

t

Tompkins A

ve

St P

auls

AvVi

ctor

y B

lvd

Richmond Terrace

Bay St

Bay S

t

Fro

nt S

tStanley

Brook St

St M

arks Pl

Hannah St

Swan St

St. Julian PlGrant StClinton StBaltic St

William St

Hudson St Can

al S

t

Ced

ar St

Tom

pkin

s A

veCongress St

Wave St

Prospect St

Canal St

Stuyvesant P

l

Hamilton Ave

Pike S

t

Castleton Av

Forest Av

College Av

Man

or R

d Slo

sson

Av

To

dt H

ill Rd

Victo

ry B

lvd

Targ

ee S

t

Clove Rd

Lortel Av

Clove RdV

an D

uze

r S

t

Jew

ett

Av

School Rd

Jers

ey S

t

Cary Av

Clove R

d

Franklin Ave

Lafayette Ave

Ave

Westervelt A

ve

BAY STREET REZONINGAND RELATED ACTIONS


50000 2000 FeetFIGURE 14-6: VEHICULAR STUDY LOCATIONS

Study Intersection383838

11113232

1919

4040

3030

2121

1313

1515

1818

2222

2626

17171616

25252424

30302828

2020

2929

3131

4545

46464747

4848

4949

4444

42424343

4141

2727

1010

1414

3838

3535

33333434

36363737

76

8

9

54

3

2

1

2

3

6

8

9

10

28

20

12

29

1

14

54

19

31

45

4647

48

49

44

4243

41

27

38

35

3334

3637

7

40

39

21

13

15

18

22

26

1716

2524

30

232323

32

40

11 121212


14‐36

TRANSIT

ThetransitcriteriaspecifiedintheCEQRTechnicalManualandthresholdsestablishedbyNewYorkCity Transit/MetropolitanTransportationAuthority (NYCT/MTA)were used to determinewhichsubway/railandbusroutesintheStudyAreawouldbeanalyzed.Accordingtothecriteria,detailedtransitanalysesaregenerallynotrequiredifaproposedactionisprojectedtoresultinfewerthan200peakhourrailtransitriders.AsshowninTable14‐17,theProposedActionswouldresultin50ormorebuspassengersbeingassignedtoasinglebusline(inonedirection)andwouldresultinanincreaseof200ormoreSIRpassengers;therefore,detailedSIRandbusanalysesarewarranted.

TheassignmentofSIRtripsgeneratedbytheProposedActionsissummarizedbelow:

BayStreetCorridorProjectedDevelopmentSitesandStapletonWaterfrontPhaseIIISites

o SIR trips generated by the Bay Street Corridor Projected Development Sites andStapletonWaterfrontPhaseIIISiteslocatednorthofGrantStreetwereassignedtotheTompkinsvilleSIRstationandwouldenter/exitthestationviaVictoryBoulevardandMinthorneStreet.

o SIRtripsgeneratedbyBayStreetCorridorProjectedDevelopmentSitesandStapletonWaterfrontPhaseIIISiteslocatedsouthofGrantStreetwereassignedtotheStapletonSIRstationandwouldenter/exitthestationviaProspectStreet.

CanalStreetCorridorProjectedDevelopmentSites

o SIRtripsgeneratedbytheCanalStreetCorridorProjectedDevelopmentSiteswereassigned to the Stapleton SIR station andwould enter/exit the station viaWaterStreet.

CityDispositionSite:JerseyStreet

o SIRtripsgeneratedbytheCityDispositionSiteatJerseyStreetsitewereassignedtotheTompkinsvilleSIRstationandwouldenter/exitthestationviaVictoryBoulevard.

CityDispositionSites:54CentralAvenue/55StuyvesantPlace

o SIR trips generated by the City Disposition Sites at 54 Central Avenue and 55StuyvesantPlacewereassignedtotheSt.GeorgeSIRstation.

o SIRtripsgeneratedbytheCityDispositionSiteat54CentralAvenuewouldenter/exitthestationviathepedestrianpathtothenorthofBoroughHallandthebusexitramp.

o SIR trips generated by the City Disposition Site at 55 Stuyvesant Place wouldenter/exitthestationviatheWallStreetrampandstairsnorthoftheSt.GeorgeFerryTerminal.

The assignment of bus trips generated by the Proposed Actions assume project‐generated tripswouldusebusstopsclosesttoeachsite,andthatthebustripsweresplitevenlytotheroutesservingeachbusstop,assummarizedbelow:


o Bus trips generated by these Projected Development Sites were assigned to theS51/81,S74/84,S76/86,S52,andS78routestothebusstopsclosesttoeachspecificProjectedDevelopmentSite.


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o Itwasassumed thathalf thebus trips generatedby theseProjectedDevelopmentSiteswouldtravelnorthtowardstheSt.GeorgeFerryterminal,andhalfwouldtravelsouthalongeachbusroute.

CanalStreetCorridorProjectedDevelopmentSites

o Bus trips generated by these Projected Development Sites were assigned to theS46/96,S48/98,S61/91,S62/92,S52,andS66tothebusstopsclosesttoeachspecificProjectedDevelopmentSite.

o ItwasassumedthathalfthebustripswouldtravelnorthtowardstheSt.GeorgeFerryterminal,andhalfwouldtravelsouthalongeachbusroute.

CityDispositionSite:JerseyStreet

o BustripsgeneratedbytheJerseyStreetsitewereassignedtotheS51/81,S74/84,S76/86,S52,andS78routestothebusstopsclosesttoeachspecificdevelopmentsite.

o ItwasassumedthathalfthebustripswouldtravelnorthtowardstheSt.GeorgeFerryterminal,andhalfwouldtravelsouth/westalongeachbusroute.

CityDispositionSite:54CentralAvenue

o Bus trips generated by the 54 Central Avenue site were assigned to the S42/52,S46/96,S48/98,S51/81,S61/91,S62/92,S66,S74/84,S76/86,andS78/88routestothebusstopsclosesttoeachspecificdevelopmentsite.

o Itwasassumedthatnoneofthebustripsgeneratedbythe54CentralAvenuesitewouldtraveltoorfromtheferryterminal.Mosttripswouldtravelonbusesthatservedestinations to the southwith the exception of trips added to the S42/52 routes,whichtravelnorthoftheferryterminal.

CityDispositionSite:55StuyvesantPlace

o Bus trips generatedby the55StuyvesantPlace sitewere assigned to theS40/90,S44/94,S42/52tothebusstopsclosesttoeachspecificdevelopmentsite.

o Itwasassumedthathalfthebustripswouldtravelnorthalongeachbusroute,andhalf the bus tripswould travel south, evenly split between the 40/90 and 44/94routes.

SIRSTATIONS

BasedontheLevel2screening,itwasdeterminedthatthenumberofnewSIRtripsgeneratedbytheProposedActionswouldexceed theCEQRTechnicalManual thresholds for stair andcontrol areaelements at the St. George, Tompkinsville and Stapleton SIR Stations, as shown in Table 14‐18.Therefore,analysesofthefollowingstairwaysandcontrolareaswereconductedfortheWeekdayAMandPMpeakperiods,whenbackgroundcommutertrafficisexpectedtobethegreatest:

TompkinsvilleSIRStation

o ControlArea(5lowturnstiles,2forentryand3forexit)

o Platformstairway

o StairwayfromMinthorneStreet

St.GeorgeSIRStation

o ControlArea(24lowturnstiles,11forentryand13forexit)


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o NorthandsouthstairwaysthatconnecttheSt.GeorgeFerryTerminalandSIRstation

StapletonSIRStation

o StairwayfromProspectStreet

Table14‐18:RWCDSNetIncrementalPeakHourSIRTripsbyStation

SIRLINEHAUL

TheProposedActionsareexpectedtogenerateatotalof289incrementalSIRtripsinthenorthbounddirectionduringtheWeekdayAMpeakhour(totheSt.GeorgeStation)and373incrementalSIRtripsinthesouthbounddirectionduringtheWeekdayPMpeakhour(fromtheSt.GeorgeStation).Basedon the Level 2 screening itwas determined that the number of new SIR trips generated by theProposedActionswouldexceed200ormorenewtrips inonedirectionononeormoreof theseroutes;therefore,ananalysisofSIRlinehaulconditionsisincludedinthisEIS.TheanalysisassessesExisting,No‐Action,andWith‐ActionconditionsatthemaximumloadpointsoftheSIRduringtheWeekdayAMandPMpeakhours,whenbackgroundcommutertrafficisexpectedtobethegreatest.

IntoProject

OutofProject

TotalInto

ProjectOutof

ProjectTotal

PeakHourProject‐GeneratedSIRTrips 108 324 433 375 203 578

StapletonSIRStation 27 207 235 188 44 233TompkinsvilleSIRStation 65 116 181 186 140 326St.GeorgeSIRStation(Total) 62 227 290 263 111 374

54Centraland55Stuyvesant 16 1 17 1 19 20Othersites 46 226 273 262 92 354

StairwaysandControlAreasEnteringvolumes

ExitingVolumes

TotalEnteringvolumes

ExitingVolumes

Total

PlatformstairwayfromProspectStreet 180 25 205 45 169 213

Platformstairway 116 65 181 140 186 326StairwayfromMinthorneStreet 54 46 100 92 102 194

ControlArea 47 242 290 281 93 374

Northstairways(2) 24 121 145 140 47 187

Southstairways(2) 24 121 145 140 47 187

3.Totaltripsmaynotsumexactlyduetorounding.

SIRStationAMPeakHourTrips PMPeakHourTrips

ProjectSummary

SIRStationSummary

1.EnteringvolumesincludeOutofProject tripsfrom54CentralAvenue/55StuyvesantPlaceandIntoProject tripsfromtheothersites.TheoppositewasassumedforExitingvolumes.2.ProjectedSIRpassengerswereassumedtousethenorthandsouthstairwaysevenly(50%/50%).

St.GeorgeSIRStation (1)

TompkinsvilleSIRStation

Notes:

StapletonSIRStation


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BUSTRANSIT

AsshowninTable14‐17,theProposedActionsareexpectedtogenerateatotalofapproximately860and1,093incrementaltripsduringtheWeekdayAMandPMpeakhours,respectively.BasedontheassignmentassumptionsdescribedaboveandasshowninTable14‐19,itwasdeterminedthatthenumber of new bus trips generated by the Proposed Actions would exceed the CEQR TechnicalManualthresholdforsevenMTAbusroutes,includingtheS51/81,S74/84,S76/76,andS78.Thesebus routes were analyzed as part of this EIS for the Weekday AM and PM peak hours, whenbackgroundcommutertrafficisexpectedtobethegreatest.

Table14‐19:RWCDSNetIncrementalPeakHourBusTripsbyRoute

PEDESTRIANS

BasedoncriteriaspecifiedintheCEQRTechnicalManual,projectedpedestrianvolumeincreasesofmore than200pedestriansperhouratanysidewalk,crosswalk,or intersectioncornerwouldbeconsidered a location with the potential for significant impacts and would therefore require adetailed analysis. As shown in Table 14‐17, the Proposed Actions are expected to generateapproximately1,966pedestriantripsintheWeekdayAMpeakhour,3,124intheWeekdayMD,3,423intheWeekdayPM,and3,152intheSaturdayMDpeakhour.Thesevolumesrepresentthesumofpedestrianswalkingto/fromSIRandbustransitaswellaspedestrianswhotravelto/fromtheStudyAreasolelyon‐foot(walk‐only).

PedestriantripassignmentsweredevelopedtoconducttheLevel2screeningassessment.PedestriantripsassociatedwithbusandSIRtransitridersaredescribedabove.Thewalk‐onlypedestriantripswouldfollowassignmentproceduresasdescribedbelow:

PedestrianswhowalktoandfromtheProjectedDevelopmentSiteswithintheStudyAreaweredistributedtothearea’spedestrianfacilities(i.e.,crosswalks,sidewalks,andcorners)basedontheneighborhoodland‐usecharacteristicsand2010Censuspopulationdata,whichwasusedtoidentifyconcentrationsofpopulationandtoassignresidentialtripsandrelatedusetripsaccordingly.

IntoProject

OutofProject

TotalInto

ProjectOutof

ProjectTotal

NB 30 110 140 78 58 136SB 35 48 83 98 35 133NB 27 34 61 81 30 111SB 36 52 88 109 33 142NB 26 110 136 77 58 135SB 35 48 83 98 32 131NB 26 34 61 77 30 108SB 1 123 123 11 87 98

216 559 776 630 364 994Notes:

1.Totaltripsmaynotsumexactlyduetorounding.

AMPeakHourTrips PMPeakHourTrips

Total

Route

S51/81

S74/84

S76/86

S78

Direction


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o The Bay Street Corridor Study Area, including the StapletonWaterfront Phase IIIsites,weredividedintofoursub‐areasforthepurposeofassigningpedestrian(walk‐only)trips:VictoryBoulevardtoSt.JulianPlace,St.JulianPlacetoBalticStreet,BalticStreettoProspectStreet,andthewaterfrontareaalongFrontStreetbetweenHannahStreetandBalticStreets.Itwasassumedthat25%oftripsgeneratedbysiteswithineachsub‐areawouldremainwithin thesub‐area,andtheremaining75%ofwalk‐only tripswouldbeassignedtoexit thesub‐areaalongeachstreet.Thewalk‐onlypedestriantripswerebalancedattheboundariesbetweeneachsub‐areasothatthenumberofpedestriansleavingonesub‐areawasequaltothenumberofpedestriansarrivingwithin theadjacent sub‐area.At locationswhere therewasan imbalance,pedestriantripswerecarriedthroughtheadjacentsub‐areastobeconservative.

o Thepedestriantripswereassignedtoeachportal(eitherthesub‐areaboundaryortheroadways)basedonestimatedpopulationdensity.

CanalStreetCorridorProjectedDevelopmentSitesandCityDispositionSites

o Pedestrian(walk‐only)tripsgeneratedbytheremainderofthesiteswereassignedtotheadjacentroadwaysbasedonestimatedpopulationdensity.

AstheProposedActionswouldgeneratemorethan200pedestriansperhourat47locations(22sidewalks,14crosswalks,and11corners)withintheStudyAreaduringatleastonepeakhourbasedonacombinationofwalk,SIR,andbustrips,adetailedpedestriananalysiswasconductedforthoselocationsduringthefourpeakhours.ThepedestrianelementsatClintonStreetandBayStreet(2sidewalks, 3 crosswalks, and 2 corners), and at Wave Street and Bay Street (4 sidewalks, 4crosswalks,and4corners)didnotmeettheLevel2screeninganalysisthresholds,butwereincludedintheanalysisattherequestofNYCDOT.Intotal,the66locations(28sidewalks,21crosswalks,and17corners)shownonFigure14‐7andsummarizedinTable14‐20,wereanalyzedforthisEIS.

PARKINGCONDITIONS

Aparkinganalysis identifies theextent towhichon‐streetandoff‐streetparking isavailableandutilizedunderExisting,No‐Action,andWith‐ActionConditions.Typically,thisanalysisencompassesanareawithin¼‐mileoftheProposedActions.Iftheanalysisidentifiesashortfallinparkinginthe¼‐mileStudyArea,theStudyAreacouldbeextendedto½miletoidentifyadditionalparkingsupply.Theanalysis,whichtakesintoconsiderationanticipatedchangesinareaparkingsupply,providesacomparisonofparkingneedsversusavailabilitytodetermineifaparkingshortfallislikelytoresultfromadditionaldemandgeneratedbytheProposedActions.

Itisanticipatedthattheincrementalon‐siteparkingsupplyprovidedaspartoftheProposedActionswouldnotbesufficienttoaccommodatetheoverallincrementalparkingdemand.Assuch,detailedexistingon‐streetandoff‐streetparkinginventoriesforeachoftheanalysispeakperiods,aswellastheweekdayovernightperiod,whenresidentialparkingdemandisexpectedtopeak,areprovidedinthisEIStodocumenttheexistingsupplyanddemandduringeachperiod.Theparkinganalysesconsiderchangesintheparkingsupplyandutilizationwithina¼‐mileradiusoftheStudyAreaunderbothNo‐ActionandWith‐Actionconditions.

Brook St

Hannah St

Swan St

St. Julian PlGrant St

Clinton St

Baltic St

William St

Congress St

Wave St

Prospect St

Pike S

t

Victory Blvd

Jersey St

Union Pl

Water St

Min

tho

rne

St

Bay

St

Fro

nt

St

St.

Mar

ks P

l

Bay

St

Van

Du

zer

St



FIGURE 14-7: PEDESTRIAN STUDY LOCATIONS

Sidewalk

Corner

Crosswalk


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Table14‐20:PedestrianStudyElements Crosswalks Corners Sidewalks

BayStreetandVictoryBoulevard(4elements)

South SE SEcorner,N‐Sleg SW

BayStreetandHannahStreet(9elements)

North NE NEcorner,N‐SlegEast SE NEcorner,E‐Wleg NW SEcorner,N‐Sleg SEcorner,E‐Wleg

BayStreetandSwanStreet(2elements)

SW SWcorner,N‐Sleg

BayStreetandGrantStreet(3elements)

North South West

BayStreetandClintonStreet(7elements)

North SW NEcorner,N‐SlegSouth NW NWcorner,N‐SlegWest

BayStreetandBalticStreet(6elements)

North NEcorner,N‐SlegEast NWcorner,N‐SlegSouth West

BayStreetandWaveStreet(12elements)

North NE NEcorner,N‐SlegEast SE SEcorner,N‐SlegSouth SW SWcorner,N‐SlegWest NW NWcorner,N‐Sleg

FrontStreetandHannahStreet(5

elements)

West SW SEcorner,N‐Sleg

NW SWcorner,N‐Sleg

FrontStreetandWaveStreet(2elements)

NEcorner,N‐Sleg NWcorner,N‐Sleg

PikeStreetandBrookStreet(1element)

SWcorner,E‐Wleg

JerseyStreetandVictoryBoulevard(6

elements)

North NE NEcorner,N‐SlegEast NEcorner,E‐Wleg SEcorner,E‐Wleg

BayStreetandMinthorneStreet(4

elements)

East NE SEcorner,E‐Wleg

SE

MinthorneStreetandVictoryBoulevard(3elements)

SEcorner,N‐Sleg SEcorner,E‐Wleg SWcorner,E‐Wleg

FrontStreetandBalticStreet(2elements)

NEcorner,N‐Sleg NWcorner,N‐Sleg


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VEHICULARANDPEDESTRIANSAFETYASSESSMENT

An evaluation of traffic safety is necessary for locations within the Study Area that have beenidentified as high‐crash locations as specified in theCEQRTechnicalManual. These locations aredefined as thosewithmore than48 total reportable andnon‐reportable crashesor five ormorepedestrian/bicycleinjurycrashesthatoccurduringanyconsecutive12monthsofthemostrecentthree‐yearperiod forwhichdata isavailable.Crashhistoriesarereviewedtodeterminewhetherprojectedvehicularandpedestriantrafficwouldfurtherimpactsafetyastheselocationsorwhetherexisting unsafety conditions could adversely impact the flow of the projected new vehicular orpedestrian/bicycletrips.Thesafetyassessmentwasconductedforallvehicularandpedestrianstudylocations.

F. OPERATIONALANALYSISMETHODOLOGY

The following sections summarize the operational analysismethodologies and significant impactcriteriainaccordancewiththeCEQRTechnicalManualguidancefortraffic,pedestrians,parking,andsafety.

TRAFFICOPERATIONS

TheoperationsoftheStudyAreaintersectionswereanalyzedinaccordancewiththeCEQRTechnicalManualguidancebyapplyingthemethodologiespresented in the2000HighwayCapacityManual(HCM2000)usingSynchro(Version8.0).Adescriptionofthesemethodologiesisprovidedbelow.

SIGNALIZEDINTERSECTIONS

TheLevelofService(LOS)ofasignalizedintersectionisdefinedintermsofcontroldelaypervehicle(secondspervehicle).Controldelayistheportionoftotaldelayexperiencedbyamotoristthatisattributed to the traffic signal. Several factors contribute to thedelayat a signalized intersectionincludingcycle length,pedestriancrossing times,progression/signalcoordination,andvolumetocapacity(v/c)ratios.Forsignalizedintersections,LOSAdescribesoperationswithminimaldelays,upto10secondspervehicle,whileLOSFdescribesoperationswithdelaysinexcessof80secondsper vehicle. Delays experienced at LOS A, B, C or mid‐D (less than 45 seconds per vehicle) aregenerally considered “acceptable” operating conditions according to theCEQRTechnicalManual.Conversely, LOS E and F are generally considered “unacceptable” operating conditions. The LOScriteriaforsignalizedintersections,asdefinedinthe2000HighwayCapacityManual(HCM2000),areprovidedinTable14‐21.

Table14‐21:LOSCriteriaforSignalizedIntersectionsLevelofService(LOS) AverageDelay

A ≤10.0secondsB >10.0and≤20.0secondsC >20.0and≤35.0secondsD >35.0and≤55.0secondsE >55.0and≤80.0secondsF >80.0seconds

TransportationResearchBoard.HighwayCapacityManual,2000.


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UNSIGNALIZEDINTERSECTIONS

Forunsignalizedintersections,thetotaldelayisdefinedasthetotalelapsedtimefromwhichavehiclestopsat theendof thequeueuntil thevehicledeparts from the stop line.This includes the timerequiredforthevehicletotravelfromthelast‐in‐queuetothefirst‐in‐queueposition.Theaveragecontroltotaldelayforanyparticularminormovementisafunctionoftheservicerateorcapacityoftheapproachand thedegreeofsaturation.TheLOS thresholds forunsignalized intersectionsaredifferentfromthoseforsignalizedintersectionsandaresummarizedinTable14‐22.

Table14‐22:LOSCriteriaforUnsignalizedIntersectionsLevelofService(LOS) AverageDelay

A ≤10.0secondsB >10.0and≤15.0secondsC >15.0and≤25.0secondsD >25.0and≤35.0secondsE >35.0and≤50.0secondsF >50.0seconds


SIGNIFICANTIMPACTCRITERIA:TRAFFICOPERATIONS

AccordingtothecriteriapresentedintheCEQRTechnicalManualforsignalizedintersections,alanegroup under theWith‐Action Condition operating within LOS A, B, or C, or mid‐LOS D up to amaximumaveragecontroldelayof45.0seconds/vehicleisnotconsideredsignificant.However,ifalanegroupundertheNo‐ActionConditioniswithinLOSA,B,orC,thendeteriorationundertheWith‐ActionConditiontoworsethanmid‐LOSD(delaygreaterthan45.0seconds/vehicle)isconsideredasignificantimpact.

ForlanegroupsoperatingatLOSD,E,orFundertheNo‐ActionCondition,thendeteriorationundertheWith‐ActionConditionthatmeetthefollowingcriteriaareconsideredsignificantimpacts:

ForalanegroupoperatingatLOSDundertheNo‐ActionCondition,anincreaseinprojectedaveragecontroldelayof fiveormore seconds is consideredsignificant if theWith‐ActionConditiondelayexceedsmid‐LOSD.

ForalanegroupoperatingatLOSEundertheNo‐ActionCondition,anincreaseinprojectedaveragecontroldelayoffourormoresecondsisconsideredsignificantwhencomparedwiththeWith‐ActionConditiondelay.

ForalanegroupoperatingatLOSFundertheNo‐ActionCondition,impactsareconsideredsignificantandrequireexaminationofmitigationiftheyresultinanincreaseofthreeormoresecondswhencomparedwiththeWith‐ActionCondition.

The same criteria for signalized intersections apply tounsignalized intersections (mid‐LOSD forunsignalized intersections is 30 seconds of delay); however, for theminor approach to trigger asignificant impact, 90 passenger‐car‐equivalents (PCEs) must be identified in the With‐ActionConditioninanypeakhour.


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TRANSITOPERATIONS

SIRlinehaulandstationelementsandbustransitoperationswereanalyzedinaccordancewiththeCEQRTechnicalManualguidance.Adescriptionofthesemethodologiesisprovidedbelow.

SIRlinehauloperationsandstationelementsincludingstairwaysandcontrolareaswereconsideredfor this analysis. A platform analysiswas not performed, as they are typically not conducted forexistingstations.AsdescribedintheCEQRTechnicalManual,platformanalysesareconductedforprojectssuchasthedesignofnewstationsorlargestationrenovations.SIRSTAIRWAYS

Thev/cratioandLOSforstairwaysarebasedonthepeak15‐minutepassengervolumedividedbythe capacity. The NYCT guideline capacity for stairways is 10 PFM. This rate is based on theVolume/SVCD(ServiceVolumebetweenLOSCandD)capacityratio.ThebreakpointbetweenLOSCandLOSDatav/cratioof1.00hasbeenestablishedbyNYCTastheminimumacceptablestandardforpedestrianconditions.Therefore,thev/cratio isusedtodeterminethedesigncapacityofthecriticalstairwaylocationsinastationduringeachpeak15‐minuteperiod.

Tocalculatetheservicelevelofastairway,thev/cratiooftheenteringflowiscalculatedseparatelyfromthev/cratiooftheexitingflow.Theseratiosareaddedtogethertogeneratetheoverallv/cratioofthestairway.Thedataneededtoderivethecapacityofastairincludetheeffectivewidthofthestair,15‐minutepassengervolumes,SVCD(basedonNYCTcapacityguidelines),surge factor,andfrictionfactor.Theeffectivewidthofastairisadjustedbyreducingitswidthatthenarrowestpointbysixinchesoneachsideofthestairandthreeinchestotalifacenterhandrailispresent.Exitingpassenger flows within subway stations can be “surged” which reduces the calculated capacitybecausethereisadisproportionatenumberofpedestriansconcentratedwithinportionsofthe15‐minute period. Circulation elements closest to the platform level have the highest reduction incapacity(25percent)duetosurging.Surgingfactorsdecreaseforeachlevelabovetheplatformlevelasaresultofpassengervolumesdissipatingeachleveltowardsthestreet.Theeffectofsurgingisalsolessforelementsthatservethreeormoretracks.ItisestimatedbyNYCTthatthecapacityonstairsisreducedby10percentduetofrictionifopposingflowsarelessthan95percentinonedirection.TheLOScriteriaforsubwaystairwaysandcontrolareaelements(seenextsection)aredefinedinTable14‐23.

Table14‐23:LOSCriteriaforSubwayStationStairwaysandControlAreasLOS Description Volume/SVCDRatioA FreeFlow 0.00to0.45B FluidFlow 0.45to0.70C Fluid,somewhatrestricted 0.70to1.00D Crowded,walkingspeedrestricted 1.00to1.33E Congested,someshufflingandqueuing 1.33to1.67F Severelycongested,queued >1.67

CEQRTechnicalManual(2014).


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CONTROLAREAS

Stationcontrolareasseparatetheunpaidandpaidareasofthestationandarecomprisedofregular(low) turnstiles, High Entrance/Exit Turnstiles (HEETs), High Exit Turnstiles (HXT), and ServiceGates.RegularandHEETturnstilesandServiceGatesarebi‐directional,whereHXTturnstilesonlyserveexitingpassengers.Thev/cratiosofthesefarecontrolelementsprovidingaccesstothestationarebasedonthepeak15‐minutepassengervolumedividedbythe15‐minutecapacity.TheNYCTguidelinecapacitiesare420entriesand645exitsatregularturnstiles,255entriesand540exitsatHEETs,555exitsHXTs,and750(combinedentriesandexits)atServiceGates.Forthesecontrolareaelements,overallcapacityismeasuredbythenumberofelements,theNYCTguidelinecapacityperelement, surging factors, and friction factors. The application of surging and friction factors tocalculatecapacityisthesameasforstairways.TheLOScriteriaforcontrolareaelementsaredefinedinTable14‐23.

SIRLINEHAULLinehaulcapacityisbasedontheguidelinecapacitypersubway/railcarmultipliedbythenumberofsubway/railcarscrossingthemaximumloadpointinthepeakhour.Themaximumpeak‐periodloadingguidelinecapacitiesareprovidedintheCEQRTechnicalManualforeachcarclass:

51‐footsubway/railcar(guidelinecapacityof110passengers/car)



SIRlinehaulcapacityisbasedonaguidelinecapacityof140passengers/car,asprovidedbyNYCT.Thenumberofpassengerspersubway/railcaratthemaximumloadpointonthelineisquantifiedusingmethodsoutlinedintheCEQRTechnicalManualandiscomparedtotheguidelinecapacitiestodetermineifthereiscapacityavailabletoaccommodateadditionalproject‐generatedtrips.TheCEQRTechnicalManualdoesnotdefineLOSthresholdsforthesubway/SIRlinehaulanalysis.

BUSLOADLEVELSThe methodology for assessing bus load levels is provided in the CEQR TechnicalManual andconsidersthecapacityofthevariousmodelsofbusesthatareusedtoprovideserviceintheStudyArea. The various bus transit operators use three models of buses and have adopted guidelinecapacitiesforeach:

40‐footstandardbuses(guidelinecapacityof54passengers)

60‐footarticulatedbuses(guidelinecapacityof85passengers)

45‐footover‐the‐roadcoaches(guidelinecapacityof55passengers)

ThenumberofpassengersperbusatthemaximumloadpointisquantifiedusingmethodsoutlinedintheCEQRTechnicalManualandiscomparedtotheguidelinecapacitiestodetermineifthereiscapacityavailabletoaccommodateadditionalproject‐generatedtrips.TheCEQRTechnicalManualdoesnotdefineLOSthresholdsforthebusloadlevelanalysis.


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SIGNIFICANTIMPACTCRITERIA:TRANSITOPERATIONSNYCThasdefinedsignificantstairwayimpactsintermsofthewidthincrementthreshold(WIT).TheWIT is used only to determine significant impact and is not the actual widening that would berequired tomitigate a significant impact.For stairways, theWIT is calculatedusing the formulasprovidedintheCEQRTechnicalManualiftheWith‐ActionConditionv/cratioisgreaterthan1.00.SignificantimpactsaretypicallyconsideredtooccuroncetheWITlevelsforstairwayshavereachedorexceededthethresholdsprovidedintheCEQRTechnicalManual.

Forregularturnstiles,HEETs,andHXTs,iftheNo‐ActionConditionv/cratioislessthan1.00buttheWith‐ActionConditionv/cratioincreasesto1.00orgreater,theimpactisconsideredsignificant.IfboththeNo‐ActionandWith‐ActionConditionv/cratiosare1.00orgreater,a0.01changeinv/cratioisconsideredsignificant.

Forsubway/raillinehaulcapacity,anyincreasesinaveragepercarloadlevelsthatremainwithinthe guideline capacity limits are not defined as significant impacts. If theNo‐Action Condition iswithinguidelinecapacity limitsbuttheWith‐ActionConditionexceedsguidelinecapacityandtheProposed Actions are generating five or more transit riders per car, the impact is consideredsignificant.

AccordingtoMTAbusoperatingguidelines, increases inbus load levels toabovetheirmaximumcapacityatanyloadpointasaresultofaprojectisdefinedasasignificantimpactsinceitnecessitatesaddingmorebusservicealongthatroute.

PEDESTRIANOPERATIONS

Thepedestriancrosswalk,corner,andsidewalkelementswereanalyzedinaccordancewiththeCEQRTechnicalManualguidance.Adescriptionofthesemethodologiesisprovidedbelow.

CROSSWALK/CORNER

Crosswalk and corner analyses are conducted at signalized intersections using the analyticalprocedures described in the 2010 Highway Capacity Manual (HCM 2010), using the analysisspreadsheets provided by NYCDOT. The capacity of crosswalks and corners at signalizedintersectionsareevaluatedonthebasisofpedestrianspacemeasuredintermsofsquarefeetperpedestrian(ft2/p).Tocalculatepedestrianspace,effectivecrosswalkwidthsandcornerareas,hourlypedestrian volumes (crosswalk and corner), conflicting hourly turning vehicles, averagewalkingspeed (3.5 feet/secondor3.0 feet/second if20percentofpedestriansare seniorsand/or schoolchildrenorthe intersection is inaSeniorPedestrianFocusArea),andsignal timingarerequired.Table14‐24showstheLOScriteriaforcrosswalksandcorners.


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Table14‐24:LOSCriteriaforCrosswalksandCorners(SignalizedIntersections)LevelofService(LOS) PedestrianSpace(ft2/p)

A >60B 60to>40C 40to>24D 24to>15E 15to>8F ≤8


Crosswalk analyses are conducted at unsignalized intersections using the analytical proceduresdescribedintheHCM2000.Thecapacityofcrosswalksatunsignalizedintersectionsareevaluatedonthebasisoftheaveragedelayperpedestrianintermsofseconds.Tocalculateaveragedelayperpedestrian, effective crosswalkwidths, crosswalk lengths, hourly pedestrian volumes, conflictinghourlyvehicles,averagewalkingspeed(3.5feet/second),andpedestrianstart‐upandendclearancetime(3.0seconds)arerequired.Table14‐25showstheLOScriteriaforcrosswalksatunsignalizedintersectionsbasedonaveragepedestriandelay.

Table14‐25:LOSCriteriaforCrosswalks(UnsignalizedIntersections)LevelofService(LOS) AverageDelayPerPedestrian(s)

A <5B >5‐10C >10‐20D >20‐30E >30‐45F >45


SIDEWALK

AsidentifiedintheHCM2010,theprimaryperformancemeasureforsidewalksispedestrianspace,expressed as square feet per pedestrian (ft2/p). Sidewalks were analyzed using spreadsheetsprovidedbyNYCDOTthatarebasedontheHCM2010methodology.

Tocalculatepedestrianspace,effectivesidewalkwidthinfeet(takingintoaccountabufferbetweenwalls,curbs,andobstructions),hourlypedestrianvolumes(sidewalk),andaveragewalkingspeed(3.5feet/secondor3.0feet/secondif20percentofpedestriansareseniorsand/orschoolchildrenortheintersectionisinaSeniorPedestrianFocusArea)arerequired.Table14‐26showstheLOScriteriaforsidewalks.ToaccuratelycalculatesidewalkLOS,itisimportanttodeterminewhetherthepedestrianoperationsaregenerally “platoon” (with surges fromabus stop, subway station,or acrosswalk) or “non‐platoon” (uniform) within the peak period being analyzed. Accounting forplatoons generally results in apoorerLOS.Table 14‐26 shows thenon‐platoon andplatoonLOScriteriaforsidewalksbasedonpedestrianspace(ft2/p).


14‐49

Table14‐26:LOSCriteriaforSidewalksLevelofService(LOS) Non‐PlatoonPedestrianSpace(ft2/p) PlatoonPedestrianSpace(ft2/p)

A >60 >530B >40to60 >90to530C >24to40 >40to90D >15to24 >23to40E >8to15 >11to23F ≤8 ≤11


SIGNIFICANTIMPACTCRITERIA:PEDESTRIANOPERATIONS

TheCEQRTechnicalManualprovidesguidanceontheimpactcriteriaforpedestrianfacilitiesbasedonthegeneralcomfortandconveniencelevelsofpedestrians,accordingtothelocationoftheStudyArea. Pedestrians in central business district (CBD) areas have become accustomed to higherpedestrianvolumesandgenerallyaremoretolerantofrestrictedLOSconditionsthatmightnotbeacceptableinotherlesscongested(non‐CBD)locations.AnacceptableLOSforCBDareasisgenerallyamid‐LOSDorbetterwhileanacceptableLOSfornon‐CBDareasisgenerallytheupperlimitofLOSCorbetter.Forpurposesofthepedestrianoperationsanalysis,thepedestrianelementsintheStudyAreawerenotconsideredtobepartofaCBDarea.

For corners and crosswalks at signalized intersections in non‐CBDareas, the average pedestrianspacethatisconsideredacceptablerangesfromLOSAtoLOSC.IfthepedestrianspacedeterioratestoworsethanLOSC(lessthan24.0ft2/p),significantimpactsaredeterminedbasedonaslidingscale,asfollows:

IftheaveragepedestrianspaceundertheNo‐ActionConditionisgreaterthan26.6ft2/p,thenadecreaseto24.0ft2/porlessundertheWith‐ActionConditionisconsideredasignificantimpact.

IftheaveragepedestrianspaceundertheNo‐ActionConditionisbetween5.1and26.6ft2/p,adecreaseinspaceundertheWith‐ActionConditionshouldbeconsideredsignificantifitisgreaterthanorequalto((No‐Actionpedestrianspaceft2/p/9.0)–0.31).TheWith‐ActionConditionincrementsareprovidedinTable16‐12intheCEQRTechnicalManual.

IftheaveragepedestrianspaceundertheNo‐ActionConditionislessthan5.1ft2/p,thenadecrease in pedestrian space greater than or equal to 0.2 ft2/p under the With‐ActionConditionisconsideredasignificantimpact.

Forcrosswalksatunsignalizedintersectionsinnon‐CBDareas,theaveragepedestriandelaythatisconsideredacceptableistobedeterminedincoordinationwithNYCDOT.

Forsidewalksinnon‐CBDareas,theaveragepedestrianspacethatisconsideredacceptablerangesfromLOSAtoLOSC.IfthepedestrianflowratedeterioratestoworsethanLOSC(lessthan24.0ft2/pfornon‐platoonflowandlessthan40.0ft2/pforplatoonflow),significantimpactsaredeterminedbasedonaslidingscale,asfollows:


14‐50

Non‐PlatoonConditions

IftheaveragepedestrianspaceundertheNo‐Actionconditionisgreaterthan26.6ft2/p,thenadecreaseinpedestrianspaceundertheWith‐Actionconditionto24.0ft2/porless(LOSCorworse)shouldbeconsideredasignificantimpact.Iftheaveragepedestrianspaceunder the With‐Action condition is greater than 24.0 ft2/p, the impact should not beconsideredsignificant.

IftheaveragepedestrianspaceundertheNo‐Actionconditionisbetween5.1and26.6ft2/p,a decrease in pedestrian space under theWith‐Action condition should be consideredsignificantifitisgreaterthanorequalto((No‐Actionpedestrianspaceft2/p/9.0)–0.31).TheWith‐ActionincrementsareprovidedinTable16‐14intheCEQRTechnicalManual.

IftheaveragepedestrianspaceundertheNo‐Actionconditionislessthan5.1ft2/p,thenadecrease in pedestrian space greater than or equal to 0.2 ft2/p should be consideredsignificant.

PlatoonConditions

IftheaveragepedestrianspaceundertheNo‐Actionconditionisgreaterthan44.3ft2/p,thenadecreaseinpedestrianspaceundertheWith‐Actionconditionto40.0ft2/porless(LOSCorworse)shouldbeconsideredasignificantimpact.Iftheaveragepedestrianspaceunder the With‐Action condition is greater than 40.0 ft2/p, the impact should not beconsideredsignificant.

IftheaveragepedestrianspaceundertheNo‐Actionconditionisbetween6.4and44.3ft2/p,a decrease in pedestrian space under theWith‐Action condition should be consideredsignificantifitisgreaterthanorequalto((No‐Actionpedestrianspaceft2/p)/(9.5‐0.321)).TheWith‐ActionincrementsareprovidedinTable16‐16intheCEQRTechnicalManual.

IftheaveragepedestrianspaceundertheNo‐Actionconditionislessthan6.4ft2/p,thenadecrease in pedestrian space greater than or equal to 0.3 ft2/p should be consideredsignificant.

PARKINGCONDITIONSASSESSMENT

Aparkinganalysis identifies theextent towhichon‐streetandoff‐streetparking isavailableandutilizedunderExisting,No‐Action,andWith‐ActionConditions.Typically,thisanalysisencompassesanareawithin¼‐mileoftheProposedActions.Iftheanalysisidentifiesashortfallinparkinginthe¼‐mileStudyArea,theStudyAreacouldbeextendedto½miletoidentifyadditionalparkingsupply.Theanalysis,whichtakesintoconsiderationanticipatedchangesinareaparkingsupply,providesacomparisonofparkingneedsversusavailabilitytodetermineifaparkingshortfallislikelytoresultfromadditionaldemandgeneratedbytheProposedActions.Forthepurposeofthisstudy,adetailedparkinganalyseswasconducted for fivesubareas focusedon theparkingspaces thatweremorelikelytobeusedbyvehicletripsgeneratedbyProposedDevelopmentSiteswithinthosesubareas.

DETERMINATIONOFSIGNIFICANTPARKINGSHORTFALLS

Accordingto theCEQRTechnicalManual, if theProposedActionsgeneratemoreparkingdemandthanitsupplies,thisshortfallmaybeconsideredsignificant.However,theavailableparkingsupplyshould consider the parking spaces within a ¼‐mile of the Study Area. If the Proposed Actionsgeneratedparkingdemandcanbeaccommodatedwiththeon‐siteprojectparkingsupplyandon‐street/off‐streetparkingspaceswithina¼‐mileradiusoftheStudyArea,thentheshortfallwould


14‐51

not be considered significant depending on the location of the ProposedActions. For projects inlocations outside theCEQRTechnicalManual parking zones 1 and 2, a parking shortfallmay beconsideredsignificantiftheparkingdemandaprojectgenerateswouldconsumemorethanhalftheavailableon‐streetandoff‐streetparkingspaceswithina¼‐mileoftheprojectsite.TheProposedActions are located outside parking zones 1 and 2,whichmeans that a parking shortfall can beconsideredsignificant,asdeterminedbytheleadagencybasedonareviewofadditionalfactorssuchas availability and extent of transit in the area and features of the Proposed Actions that areconsideredtripreductionortraveldemandmanagementmeasures.

VEHICULARANDPEDESTRIANSAFETYASSESSMENT

Crash data is collected for the most recent three‐year period from NYCDOT and classified asReportable,Non‐Reportable,orPropertyDamageOnly.Forlocationsthatareidentifiedasahigh‐crash location, the assessment of safety should include accident type and severity (includingpedestrianandbicyclecrashes),typeofintersectioncontrol,andanydiscerniblepatternsofcrashes.Otherfactorsshouldbeconsideredsuchashighvolumesofat‐riskpedestrianagegroups(childrenor the elderly), crossing locationswith difficult sight lines, or uncontrolled locations. High‐crashlocationsaredefinedasthosewithmorethan48totalreportableandnon‐reportablecrashesorfiveormorepedestrian/bicycle injury crashes during any consecutive 12months of themost recentthree‐yearperiodforwhichdataisavailable.

ASSESSMENTOFVEHICULARANDSAFETYISSUES

The assessment of safety impacts is often subjective and depends largely on the location of theProposedActionsandthecircumstancesunderwhichhistoriccrashestookplace.ItisthegoalofthisanalysistodeterminewhethertheProposedActionswouldincreasethepotentialforpedestrianandbicyclecrashesatstudyintersectionsthatareconsideredhigh‐crashlocations.Incaseswherethisdeterminationismade,measurestoimprovepedestrianandbicyclesafetyshouldbeidentifiedandcoordinatedwithNYCDOT.

G. TRAFFIC

EXISTINGCONDITIONS

STUDYAREAINTERSECTIONANDROADWAYCHARACTERISTICS

ThephysicalandoperationalcharacteristicsofthemajorroadwaysintheStudyAreaareasfollows:

BayStreet/RichmondTerrace:atwo‐waynorth‐southroadwaydesignatedasRichmondTerracenorthoftheSt.GeorgeFerryTerminalandBayStreetsouthoftheSt.GeorgeFerryTerminal.SouthofClintonStreet,BayStreetoperateswithonetravellaneineachdirection,sharedlanemarkingsonbothsidesofthestreet(withbicyclelanesoncertainsegments),andcurbsideparkingonbothsidesofthestreet.NorthofClintonStreet,BayStreetoperateswithtwotravellanesineachdirectionandisdividedbyamedianalongcertainsegments.EastofWesterveltAvenue,RichmondTerraceoperatesasatwo‐wayeast‐westroadwaythatoperateswithtwotravellanesineachdirection,onebicyclelaneineachdirection,andcurbsideparkingonbothsidesofthestreet.WestofWesterveltAvenue,RichmondTerrace


14‐52

transitionstoonetravellaneineachdirectionwithnocurbsideparking.ThestreethasonecurbsidebicyclelaneineachdirectionfromYorkAvenuetoLafayetteAvenue.

FrontStreet:atwo‐waynorth‐southroadwaythatoperateswithonetravel laneineachdirection and no curbside parking. It is being realigned and restriped as part of theStapletondevelopmentproject.

VictoryBoulevard:atwo‐wayeast‐westroadwaythatgenerallyoperateswithonetravellaneineachdirectionandcurbsideparkingonbothsidesofthestreet.Duringweekdaypeakperiods,thecurbsidelaneinthedirectionofpeaktravelisdesignatedasabus‐onlylane,withrightturnspermittedbutnoparkingpermitted.Between7:00AMand9:00AM,Monday‐Friday,theeastboundcurbsidelaneoperatesasabuslane.Between4:00PMand9:00PM,thewestboundcurbsidelaneoperatesasabuslane.

JerseyStreet:atwo‐waynorth‐southroadwaythatoperateswithonetravellaneineachdirectionandcurbsideparkingonthewestsideofthestreet.

Broad Street: a two‐way east‐west roadway that operateswith one travel lane in eachdirection,apaintedcentermedian,andcurbsideparkingonbothsidesofthestreet.

HannahStreet:a two‐wayeast‐westroadwaythatoperateswithonetravel lane ineachdirection.CurbsideparkingispermittedonthesouthboundsideonthesegmentbetweenStPaulsAvenueandVanDuzerStreet.

CanalStreet:aneast‐westroadway.BetweenBroadStreetandtheintersectionwithWaterStreetandWrightStreet,CanalStreetoperatesasatwo‐wayroadwaywithonetravellaneineachdirection,angleparkingonbothsidesofthecentralmedian,andcurbsideparkingonbothsidesofthestreet.BetweentheintersectionwithWaterStreetandWrightStreeteastward to Bay Street, Canal Street operates as a one‐way eastbound roadway withcurbsideparkingpermittedonbothsidesof thestreet.This segment ispairedwith thewestboundWaterStreettothenorth.BetweenBayStreetandFrontStreet,CanalStreetoperatesasatwo‐wayroadwaywithcurbsideparkingpermittedonbothsidesofthestreet.

Wave Street: an east‐west roadway. Between Bay Street and Front Street,Wave Streetoperatesasatwo‐wayroadwaywithonetravellaneineachdirectionandcurbsideparkingonbothsidesofthestreet.FromBayStreetwestwardtoSandsStreet,WaveStreetoperatesasaone‐waywestboundroadwaywithcurbsideparkingpermittedonthenorthsideofthestreet.

ClintonStreet:aone‐wayeast‐westroadwaythatoperateswithonewestboundtravellaneandcurbsideparkingononesideofthestreet.CurbsideparkingispermittedonthesouthsideofthestreetonthesegmentbetweenStPaulsAvenueandBrewsterStreetandthesegmentbetweenVanDuzerStreetandBayStreet.CurbsideparkingispermittedonthenorthsideofthestreetonthesegmentbetweenVanDuzerStreetandBrewsterStreet.

VanDuzerStreet:operatesasaone‐waynorthboundroadwaynorthofTargeeStreet,withonenorthboundtravellaneandcurbsideparkinggenerallypermittedonbothsidesofthestreet. This segment is pairedwith St PaulsAvenue. South of Targee Street, VanDuzerStreet operates as a one‐way southbound roadway. The street operates with onesouthboundtravel lanebetweenTargeeStreetandStPaulsAvenueandbetweenBroadStreetandHillsideAvenue.ThestreetoperateswithtwosouthboundtravellanesbetweenSt Pauls Avenue and Broad Street and between Hillside Avenue and Richmond Road.Curbsideparkingisgenerallypermittedononesideofthestreet(eastsidefromStPaulsAvenuetoBroadStreet;westsidefromBroadStreettoHillsideAvenue).


14‐53

StPaulsAvenueoperatesasaone‐waysouthboundroadwaywithonesouthboundtravellaneandcurbsideparkingonbothsidesofthestreet.Inaddition,theeastsideparkinglaneisgenerallybufferedfromthetravellane.

TRAFFICCONDITIONS

ExistingtrafficvolumeswerebasedontrafficdatacollectedinNovember2015andJune2016duringpeakperiodswhenbackgroundtrafficistypicallygreatestand/orwhentheProposedActionsareprojectedtogeneratethegreatestnumberoftripsthatwouldbeaddedtotheroadwaynetwork.ThedatacollectionprogramincludedMiovisionandmanualturningmovementcountsatstudylocationsduring theWeekdayAM,WeekdayMD,WeekdayPM, and SaturdayMDpeakperiodswhile localschoolswereinsession.Crosswalkcountswerecollectedduringallpeakperiodsforallintersections.

Turning movement counts and vehicle classification counts were performed at each studyintersection.Trafficvolumeswerebalancedbetweenintersectionswhereappropriate.AutomatedTrafficRecorders(ATRs)wereplacedat68locationsforacontinuousnine‐dayperiodinNovember2015and/orJune2016tocollect24‐hourcounts.TheATRcountswereusedtoidentifydailyandtemporaltrafficvariations.InJune2018,ATRswereplacedat23outofthe68locationsfromtheNovember2015/June2016countprograminordertoevaluateanynetworkchangesthatmayhaveoccurredbetween2015and2018.The23ATRlocationsusedforcomparisonpurposeswereselectedincoordinationwithNYCDCPandNYCDOTandprimarilylocatedalongand/orneartheBayStreetcorridor.Whiletheresultsofthe2018ATRcountsatthese23locationsindicatedslightchangesinoverallpeakperiodnetworkvolumesandtemporalvariationscomparedtothedatacollectedin2015/2016,thesedifferencesmaybeattributabletooperationalchangesimplementedbyNYCDOTandtrafficgeneratedbyNo‐Buildconstructioninthestudyarea.Therefore,thenetworkderivedfrom2015/2016countswasusedfortheanalysisofExistingConditions.

Aninventoryofthestudyintersectionswasperformedtodeterminetrafficsignaltiming,phasing,andcyclelength;streetandcurbsidesignage;pavementmarkings;andlanedimensionstobeusedinthecalculationofstreetcapacities.Also,officialsignaltimingdatawereobtainedfromNYCDOTtoconfirmfieldobservationsandforincorporationintothecapacityanalysis.

Figures14‐8through14‐11showtheExistingConditionstrafficvolumesforthefourpeakhours.TherepresentativepeakhoursofbackgroundtrafficintheStudyAreaweredeterminedtobe:

WeekdayAMpeakhour:7:45AMto8:45AM

WeekdayMDpeakhour:2:30PMto3:30PM

WeekdayPMpeakhour:4:45PMto5:45PM

SaturdayMDpeakhour:2:15PMto3:15PM

2 1 5 4

525 513 422 79 117 9 183 501 12 0 2

1 28 2 25 3 18 338 15

726 1 620 11 27 12 1

17 12 75 760 20 2 18 163 120 16 297 286 25 200 14

6 167 740 5

93 568 140 0 137 40 19

63 87 98 11 518 13 23 14 46 2 45

4 45 5 23 148 16 0 125 781 30 183 8

10 80 426 0 607 0 0 0

0

15 3

102 41 519 3 6 442 0 0

6 7 5 3 3 3 494 0

96 70 47 0

14 600 1 1 11

67 1 440 9 0

16 6 17 0

15 0

439 42 21 4 7 473 6

625

18 12

22 54

59 697 553 456 3

77

10 8 137 34 598 47 2

23 23 7

3 19 30 20 34192 688 436

42 424 12 457 41

403 95 192

134 632 0

9 273 1

21 2

26 1 302 273 136 11 483 1

10 628

22

50 24 5 420

4 648

23

50 486 3 14 3 5 422

27 73 3180 35 97 492 9

180 64 14 24

239 523 49 21 371 28 1 6 617 60 0 0 2 175

19 89 379 24 0 25

484 9 7 195 4 4 66 29 214

29 9 30 0 396 62

81 53 24143 23 20 383 24 6 205 26

2 14 241

NOTTOSCALE

ExistingTrafficConditionsWeekdayAMPeakHour

Figure14‐8A

Canal Street

Private Driveway

Van Du

zer S

treet

Water Street


Hannah Street

Bay Street

Bay Street

Canal Street

Fron

t Street

Fron

t Street


Bay Street

Private Driveway

Bay Street

Private Driveway

Grant StreetParking Lot

Parking Lot

Baltic Street

Bay Street

Bay Street

Hannah Street

Bay Street

Broad Street

Bay Street

Bus Only

Bay Street

St. M

arks Place

Victory Boulevard

William Street

Private Driveway

Wave Street

Bay Street

Ferry Terminal Exit (Parking)


Victory Boulevard

Bay Street

Clinton Street

Bay Street

Congress Street

Bay Street

Wave Street

Richmond Terrace

Fran

klin Avenu

e

Slosson Terrace

Richmond Terrace

Beach Street

Fron

t Street

Bay Street

Bay Street

Fron

t Street

Prospect Street

Jersey Street

Richmon

d Terrace

Minthorne Street

Westervelt A

venu

e

St. Julian Place

Hamilton Avenue

Stuyvesant Place

Hamilton Avenue

Richmon

d Terrace

Wall Street

Stuyvesant Place

Wall Street

Richmon

d Terrace

Van Duzer Street

Van Duzer Street

Clinton Street

N

0 34 0 0

95 122 0

72 90 39 1

33 5 34 20 4 189 0

6 14 7 29 0

112 1

13 0 36 26 91 123 5 11

22 215 55 20 52 47 21 5 174 48 151 399

315 30 0 40 1 41 37 35 38 36 319 37 328 10 117 45

10 2 614 349 90 105 538 58 3 0 0 0 178 62 143 17 115 64 52 182 34 567 64 287

23 491


467

32 64 746 351

108 72 62

462 23 6 6

68 130

47 Edgewater Drive

0 8 111337 78 1

120 242 40 37

74 361 148

222 44 26

38 283 92 89 255 444 208 80 129 40

102 394 9

63

48 120

123 94 37 42 338 64

491 219

18

42 121 43 97

36 183

24 610 169

428 55 6 2

0

49 0

324 1 58 22 35 0

NOTTOSCALE

ExistingTrafficConditionsWeekdayAMPeakHour

Figure14‐8B

Broad Street

Victory Boulevard

Private Driveway

Bay Street

School Road


Victory Boulevard

Van Du

zer S

treet

Cana

l Street

Victory Boulevard

Cebra Av

enue

Hudson Street

Brook Street

Private Driv

eway

Ceda

r Street

Pike Street

Jersey Street

Victory Boulevard

Broad Street


Bay Street

Bay Street

Clove Ro

ad

Richmond Terrace

Forest Avenu

e

Targee

Street

Edgewater Stree

t

Vanderbilt Avenue

Bay Street

Hylan Blvd

Vanderbilt Avenue

Bay Street

Tompkins Street

Broad Street

Tompkins S

treet

N

1 6 2 2

495 498 398 101 153 20 166 449 7 0 8

1 36 2 35 3 11 320 15

418 5 327 11 35 12 5

12 12 47 440 20 0 20 134 137 26 120 119 28 178 9

12 174 524 11

129 525 126 1 118 50 16

80 30 64 14 334 13 23 14 46 9 29

4 36 5 17 141 7 4 114 573 27 171 11

0 68 404 0 558 0 1 2

0

15 0

67 33 333 1 0 301 5 0

6 7 6 3 4 0 414 1

91 64 53 1

12 551 0 2 17

59 0 403 3 0

16 12 17 2

9 2

292 19 20 0 7 387 12

573

18 44

1 30

51 553 382 361 1

34

10 8 84 42 509 52 9

32 24 15

23 19 55 20 81112 503 426

54 245 22 353 95

363 34 69

70 587 3

9 129 0

21 5

7 0 356 99 80 7 463 3

5 593

22

35 28 8 424

0 621

23

59 472 1 22 5 0 431

27 93 3148 28 146 520 16

142 24 27 30

276 366 23 31 363 28 2 7 602 39 0 4 11 186

33 98 427 24 0 25

505 17 10 206 2 13 52 31 198

29 18 30 4 371 42

120 30 23840 62 32 392 35 21 210 26

0 0 229

NOTTOSCALE

ExistingTrafficConditionsWeekdayMDPeakHour

Figure14‐9A

Van Duzer Street

Clinton Street

Fron

t Street


Bay Street

Fron

t Street

Private Driveway

William Street

Bay Street

Congress Street

Bay Street


Bay Street

Private Driveway

Bus Only

Bay Street

Parking Lot


Bay Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


Bay Street

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street

Van Duzer Street

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot


Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace


Bay Street

St. M

arks Place

Bay Street

N

2 31 0 0

100 95 0

99 161 39 2

33 11 34 24 3 117 0

17 9 8 28 2

113 5

11 0 31 31 170 120 4 19

40 202 31 24 34 68 32 9 275 76 125 372

393 52 0 40 22 41 48 35 44 36 427 37 447 7 100 45

13 0 416 220 64 111 326 45 9 0 0 1 88 82 166 34 66 52 72 208 36 348 71 283

28 411


565

32 70 435 354

105 84 54

403 5 3 12

97 111

47 Edgewater Drive

0 28 136314 53 0

147 191 36 60

97 183 209

222 44 45

38 356 121 110 173 290 119 83 160 34

153 364 11

67

48 98

124 66 59 48 299 82

474 120

19

42 193 43 171

32 88

22 412 116

418 36 6 1

3

49 1

326 4 50 79 51 1

NOTTOSCALE

ExistingTrafficConditionsWeekdayMDPeakHour

Figure14‐9BBAYSTREETREZONINGANDRELATEDACTIONS

School Road

Bay Street

Hylan Blvd

Bay Street

Forest Avenu

e

Private Driveway

Broad Street

Van Du

zer S

treet

Targee

Street

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Cana

l Street

Brook Street

Bay Street



Private Driv

eway

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

N

1 7 1 3

640 623 495 161 128 23 268 542 10 0 18

1 43 2 44 3 18 421 15

512 7 445 11 31 12 7

11 9 37 524 23 0 20 100 175 20 163 158 35 144 13

15 169 498 19

178 508 109 1 158 44 17

74 22 55 14 412 13 22 14 31 6 41

4 30 5 23 121 17 0 108 497 30 210 22

4 47 504 1 543 0 3 0

0

15 0

42 43 416 0 0 252 4 0

6 7 4 2 1 0 380 0

83 56 44 0

29 517 0 0 2

70 0 495 0 0

16 13 17 2

8 0

241 23 15 2 4 371 1

536

18 49

3 64

43 670 466 326 2

48

10 8 105 37 498 65 17

39 18 19

23 19 51 20 93115 612 490

35 234 13 311 84

363 74 134

129 590 1

9 212 1

21 1

5 0 361 200 90 10 402 2

5 593

22

32 27 13 368

1 619

23

70 489 7 21 4 4 374

27 154 3153 33 137 551 15

145 26 28 33

275 349 21 31 354 28 2 6 637 35 0 2 8 155

24 131 438 24 0 25

530 23 9 190 5 14 38 51 216

29 12 30 5 352 32

132 66 19326 24 28 423 41 17 225 26

8 33 259

NOTTOSCALE

ExistingTrafficConditionsWeekdayPMPeakHour

Figure14‐10A

Van Duzer Street

Clinton Street

Fron

t Street


Bay Street

Fron

t Street

Private Driveway

William Street

Bay Street

Congress Street

Bay Street


Bay Street

Private Driveway

Bus Only

Bay Street

Parking Lot


Bay Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


Bay Street

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street

Van Duzer Street

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot


Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace


Bay Street

St. M

arks Place

Bay Street

N

0 8 10 0

102 68 0

87 143 39 0

33 3 34 32 1 106 0

4 15 9 30 2

96 1

10 0 13 26 140 125 5 14

23 175 51 30 53 31 34 2 266 92 160 355

585 34 0 40 5 41 35 35 27 36 587 37 587 15 89 45

5 2 433 202 51 110 366 57 6 0 0 0 75 65 165 9 50 59 69 229 44 402 92 275

22 383


558

32 83 484 367

125 84 31

380 1 2 8

114 88

47 Edgewater Drive

0 34 210325 61 1

118 153 18 48

90 179 282

235 44 63

38 494 117 90 124 267 86 92 172 20

157 440 5

106

48 100

108 53 39 31 328 81

475 105

21

42 161 43 131

20 85

30 411 103

417 65 5 1

3

49 0

461 5 63 42 34 0

NOTTOSCALE

ExistingTrafficConditionsWeekdayPMPeakHour


School Road

Bay Street

Hylan Blvd

Bay Street

Forest Avenu

e

Private Driveway

Broad Street

Van Du

zer S

treet

Targee

Street

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Cana

l Street

Brook Street

Bay Street



Private Driv

eway

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

N

9 1 6 5

364 348 289 66 95 10 149 366 7 1 18

1 29 2 16 3 14 320 13

334 9 274 11 37 12 3

19 15 30 316 41 1 31 79 80 18 156 138 50 169 6

22 195 382 2

85 457 97 0 104 29 7

62 19 39 20 271 13 24 14 21 1 30

4 57 5 9 98 13 0 87 478 22 161 18

11 58 327 5 482 0 7 0

0

15 0

49 47 279 0 3 213 0 0

6 7 1 5 1 0 367 0

52 49 41 0

14 473 0 1 5

50 0 344 1 0

16 15 17 3

8 1

203 10 12 5 4 354 5

493

18 55

12 44

31 474 307 301 1

31

10 8 90 23 437 77 15

21 24 19

9 19 38 20 8072 486 345

27 199 20 287 129

293 32 72

33 517 0

9 118 1

21 3

9 0 312 113 82 8 426 1

5 526

22

34 24 7 388

1 549

23

88 416 0 29 3 2 395

27 79 3158 46 142 485 15

138 34 23 40

219 295 14 30 295 28 5 6 547 33 1 3 6 118

26 104 391 24 0 25

473 17 15 143 11 9 37 35 155

29 16 30 2 364 35

143 69 15545 27 38 343 34 10 141 26

13 40 177

NOTTOSCALE

ExistingTrafficConditionsSaturdayMDPeakHour

Figure14‐11A

Van Duzer Street

Clinton Street

Fron

t Street


Bay Street

Fron

t Street

Private Driveway

William Street

Bay Street

Congress Street

Bay Street


Bay Street

Private Driveway

Bus Only

Bay Street

Parking Lot


Bay Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


Bay Street

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street

Van Duzer Street

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot


Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace


Bay Street

St. M

arks Place

Bay Street

N

0 19 0 1

84 46 0

81 94 39 1

33 1 34 17 6 77 0

9 7 12 33 2

83 2

8 0 19 41 115 110 5 20

27 137 36 16 44 27 21 5 216 85 120 330

328 33 0 40 8 41 40 35 35 36 335 37 347 6 105 45

9 0 389 225 65 85 342 52 9 2 0 1 75 65 150 20 66 47 50 154 36 362 66 240

31 365


373

32 72 429 306

84 48 56

364 1 0 13

65 81

47 Edgewater Drive

0 6 123287 52 0

120 148 17 28

158 198 174

172 44 30

38 264 129 162 165 247 89 85 137 16

146 319 10

40

48 57

126 49 40 39 275 65

334 103

21

42 148 43 129

22 81

19 372 123

314 43 8 4

2

49 0

301 0 45 23 40 0

NOTTOSCALE

ExistingTrafficConditionsSaturdayMDPeakHour


School Road

Bay Street

Hylan Blvd

Bay Street

Forest Avenu

e

Private Driveway

Broad Street

Van Du

zer S

treet

Targee

Street

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Cana

l Street

Brook Street

Bay Street



Private Driv

eway

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

N


14‐62

LEVELOFSERVICE–SIGNALIZEDINTERSECTIONS

Table14‐27presents thecapacityanalysisresults for thesignalized intersections included in theStudyArea. Themajority of the analyzed intersection approaches and lane groups operate at anacceptablelevelofmid‐LOSDorbetter(45.0secondsofdelayforsignalizedintersections)duringthefouranalysispeakhours.Theexceptionsareasfollows:

RichmondTerraceandJerseyStreet

DuringtheWeekdayPMpeakhour,thewestboundthrough/left‐turnlanegroupoperatesatLOSEwithanaveragedelayof74.7secondsandav/cratioof0.91.

RichmondTerraceandWesterveltAvenue

DuringtheWeekdayPMpeakhour,thewestboundapproachoperatesatLOSFwithanaveragedelayof94.9secondsandav/cratioof0.98.


DuringtheWeekdayAMpeakhour,theeastboundapproachoperatesatLOSDwithanaveragedelayof50.5secondsandav/cratioof0.60.

DuringtheWeekdayMDpeakhour,theeastboundapproachoperatesatLOSDwithanaveragedelayof47.3secondsandav/cratioof0.53.

DuringtheWeekdayPMpeakhour,theeastboundapproachoperatesatLOSDwithanaveragedelayof45.9secondsandav/cratioof0.50.

RichmondTerraceandFerryTerminal(parkinglot)

DuringtheWeekdayAMpeakhour,thewestboundright‐turnlanegroupoperatesatLOSFwithanaveragedelayof131.2secondsandav/cratioof0.32.Thesouthboundleft‐turnlanegroupoperatesatLOSFwithanaveragedelayof106.6secondsandav/cratioof0.74.

DuringtheWeekdayMDpeakhour,thewestboundright‐turnlanegroupoperatesatLOSFwithanaveragedelayof127.3secondsandav/cratioof0.16.Thesouthboundleft‐turnlanegroupoperatesatLOSFwithanaveragedelayof96.9secondsandav/cratioof0.31.

DuringtheWeekdayPMpeakhour,thewestboundright‐turnlanegroupoperatesatLOSFwithanaveragedelayof129.0secondsandav/cratioof0.28.Thesouthboundleft‐turnlanegroupoperatesatLOSFwithanaveragedelayof111.3secondsandav/cratioof0.65.

DuringtheSaturdayMDpeakhour,thewestboundright‐turnlanegroupoperatesatLOSFwithanaveragedelayof171.0secondsandav/cratioof0.08.Thesouthboundleft‐turnlanegroupoperatesatLOSFwithanaveragedelayof102.1secondsandav/cratioof0.31.

VictoryBoulevardandBayStreet/St.MarksPlace

DuringtheWeekdayPMpeakhour,thesouthboundright‐turnlanegroupoperatesatLOSEwithanaveragedelayof65.3secondsandav/cratioof0.78.

BayStreetandSwanStreet/VanDuzerStreet

DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupoperatesatLOSDwith an average delay of 48.3 seconds and a v/c ratio of 0.65. The eastboundleft/through/right‐turnlanegroupoperatesatLOSEwithanaveragedelayof59.4secondsandav/cratioof0.74.


14‐63

VanDuzerStreetandBeachStreet

DuringtheWeekdayAMpeakhour,theeastboundapproachoperatesatLOSDwithanaveragedelayof45.4secondsandav/cratioof0.73.

VictoryBoulevardandCebraAvenue

DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupoperatesatLOSDwithanaveragedelayof47.1secondsandav/cratioof0.43.Theeastboundthrough/right‐turnlanegroupoperatesatLOSDwithanaveragedelayof53.8secondsandav/cratioof0.75.Thewestboundleft‐turnlanegroupoperatesatLOSDwithanaveragedelayof47.1secondsandav/cratioof0.41.Thewestboundthrough/right‐turnlanegroupoperatesatLOSDwithanaveragedelayof46.1secondsandav/cratioof0.60.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupoperatesatLOSEwithanaveragedelayof76.3secondsandav/cratioof0.67.Theeastboundthrough/right‐turnlanegroupoperatesatLOSDwithanaveragedelayof50.5secondsandav/cratioof0.66.Thewestboundleft‐turnlanegroupoperatesatLOSDwithanaveragedelayof50.4secondsandav/cratioof0.47.Thewestboundthrough/right‐turnlanegroupoperatesatLOSEwithanaveragedelayof62.0secondsandav/cratioof0.83.

VictoryBoulevardandForestAvenue

DuringtheWeekdayAMpeakhour,thenorthboundthroughlanegroupoperatesatLOSEwithanaveragedelayof74.9secondsandav/cratioof0.48.


During theWeekdayAMpeakhour, thewestboundapproachoperates at LOSFwith anaveragedelayof89.7secondsandav/cratioof0.65.

During theWeekdayMDpeakhour, thewestboundapproachoperates atLOSEwithanaveragedelayof67.2secondsandav/cratioof0.69.

During theWeekdayPMpeakhour, thewestbound approachoperates at LOSFwith anaveragedelayof88.7secondsandav/cratioof0.70.

During theSaturdayMD peakhour, thewestbound approach operates at LOSEwith anaveragedelayof69.5secondsandav/cratioof0.61.

VanderbiltAvenueandTompkinsAvenue

DuringtheWeekdayAMpeakhour, thenorthboundapproachoperatesatLOSEwithanaveragedelayof59.4secondsandav/cratioof0.85.ThesouthboundapproachoperatesatLOSEwithanaveragedelayof61.7secondsandav/cratioof0.92.

BayStreetandEdgewaterDrive

During theWeekdayAMpeakhour, thewestboundapproachoperates atLOSDwithanaveragedelayof47.7secondsandav/cratioof0.55.

During theWeekdayPMpeakhour, thewestboundapproachoperates atLOSDwithanaverage delay of 46.7 seconds and a v/c ratio of 0.53. The north‐westbound approachoperatesatLOSEwithanaveragedelayof59.0secondsandav/cratioof0.89.

BayStreetandHylanBoulevard

During theWeekdayAMpeakhour, thewestboundapproachoperates atLOSDwithanaveragedelayof47.2secondsandav/cratioof0.60.


14‐64

During theWeekdayPMpeakhour, thewestboundapproachoperates atLOSDwithanaveragedelayof45.5secondsandav/cratioof0.58.

Table14‐27:ExistingConditionsLevelofServiceAnalysis–SignalizedIntersections

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.63 5.2 A 82 TR 0.38 4.9 A 147 TR 0.47 7.4 A 240 TR 0.35 19.3 B 248

Westbound LT 0.52 29.1 C 541 LT 0.49 2.5 A 29 LT 0.60 2.7 A 37 LT 0.38 15.5 B 303Northbound LR 0.23 36.7 D 102 LR 0.17 35.8 D 73 LR 0.12 35.1 D 61 LR 0.10 22.7 C 45

16.9 B 5.6 A 6.0 A 17.7 BRichmond Terrace and Jersey Street

Eastbound L 0.00 8.0 A 0 L 0.02 11.6 B 5 L 0.04 11.3 B 5 L 0.03 7.0 A 4TR 0.96 34.4 C 896 TR 0.56 22.3 C 398 TR 0.67 26.0 C 490 TR 0.49 11.2 B 74

Westbound LT 0.92 42.3 D 674 LT 0.71 24.8 C 355 LT 0.91 74.7 E 552 LT 0.58 9.6 A 77R 0.01 10.0 A 2 R 0.00 11.5 B 1 R 0.00 12.3 B 1 R 0.01 5.4 A 2

Northbound L 0.06 25.1 C 28 L 0.06 27.1 C 29 L 0.07 27.2 C 33 L 0.12 19.0 B 37TR 0.07 35.8 D 33 TR 0.07 35.1 D 38 TR 0.07 35.1 D 38 TR 0.12 26.9 C 39

Southbound L 0.01 24.4 C 11 L 0.00 26.0 C 6 L 0.00 26.0 C 4 L 0.02 17.8 B 11TR 0.01 35.0 C 9 TR 0.02 34.1 C 17 TR 0.02 34.2 C 18 TR 0.03 25.5 C 17

37.2 D 24.0 C 51.3 D 11.8 BRichmond Terrace and Westervelt Avenue

Eastbound TR 0.84 12.6 B 151 TR 0.51 12.5 B 137 TR 0.59 11.2 B 145 TR 0.42 3.0 A 33Westbound LT 0.54 25.3 C 450 LT 0.44 23.2 C 192 LT 0.98 94.9 F 629 LT 0.36 42.3 D 285Northbound LR 0.33 34.3 C 143 LR 0.41 35.9 D 168 LR 0.47 37.2 D 201 LR 0.19 21.2 C 81

19.1 B 20.8 C 48.3 D 21.0 CHamilton Avenue and Richmond Terrace

Northbound LT 0.44 5.0 A 46 LT 0.37 4.9 A 45 LT 0.39 3.1 A 37 LT 0.35 3.3 A 23Southbound TR 0.34 9.7 A 72 TR 0.23 8.3 A 71 TR 0.28 11.9 B 101 TR 0.23 4.2 A 23

7.4 A 6.3 A 6.8 A 3.7 AWall Street and Richmond Terrace

Eastbound LTR 0.60 50.5 D 198 LTR 0.53 47.3 D 153 LTR 0.50 45.9 D 172 LTR 0.29 25.1 C 97Westbound LTR 0.02 26.0 C 13 LTR 0.03 22.9 C 21 LTR 0.02 22.6 C 16 LTR 0.00 14.0 B 3Northbound TR 0.34 2.2 A 15 TR 0.32 8.3 A 46 TR 0.68 38.3 D 167 TR 0.30 36.2 D 167Southbound LT 0.75 16.9 B 325 LT 0.52 36.8 D 391 LT 0.64 43.0 D 470 LT 0.51 28.1 C 195

15.8 B 25.4 C 41.0 D 31.4 CRichmond Terrace and Ferry Terminal (bus)

Westbound L 0.35 37.8 D 151 L 0.26 32.9 C 95 L 0.33 35.2 D 118 L 0.29 28.1 C 84R 0.32 38.4 D 92 R 0.16 36.5 D 52 R 0.21 37.2 D 66 R 0.13 28.1 C 38

Northbound T 0.46 18.1 B 96 T 0.46 10.7 B 54 T 0.52 16.2 B 92 T 0.35 14.3 B 39Southbound T 0.30 14.0 B 134 T 0.22 5.3 A 48 T 0.27 4.0 A 43 T 0.17 4.7 A 24

19.8 B 11.8 B 14.2 B 13.0 BRichmond Terrace and Ferry Terminal (parking lot)

Westbound L 0.54 39.8 D 286 L 0.26 31.9 C 131 L 0.42 34.9 C 209 L 0.27 27.0 C 101R 0.32 131.2 F 143 R 0.16 127.3 F 79 R 0.28 129.0 F 133 R 0.08 171.0 F 37

Northbound T 0.31 19.9 B 129 T 0.37 34.4 C 170 T 0.37 18.8 B 148 T 0.31 27.2 C 89R 0.29 2.3 A 12 R 0.11 7.9 A 50 R 0.21 1.4 A 8 R 0.12 13.1 B 75R 0.25 2.4 A 7 R 0.16 8.8 A 46 R 0.17 1.6 A 4 R 0.14 13.8 B 59

Southbound L 0.74 106.6 F 329 L 0.31 96.9 F 148 L 0.65 111.3 F 271 L 0.31 102.1 F 116TR 0.14 0.1 A 0 TR 0.13 0.1 A 0 TR 0.13 0.1 A 0 TR 0.10 0.1 A 0

37.6 D 31.5 C 35.7 D 29.4 CBay Street and Slosson Terrace

Eastbound LR 0.09 32.7 C 40 LR 0.16 24.6 C 54 LR 0.19 34.3 C 77 LR 0.09 23.5 C 34Northbound L 0.54 14.6 B 87 L 0.34 8.9 A 26 L 0.31 9.7 A 59 L 0.16 9.2 A 30

T 0.47 15.2 B 203 T 0.36 8.3 A 57 T 0.38 10.1 B 176 T 0.30 9.5 A 81Southbound TR 0.56 13.5 B 133 TR 0.51 13.6 B 196 TR 0.52 13.5 B 137 TR 0.40 33.6 C 201

14.7 B 11.7 B 12.8 B 21.0 CVictory Boulevard and Bay Street/St. Marks Place

Eastbound TR 0.45 4.5 A 35 TR 0.37 17.8 B 154 TR 0.19 1.0 A 1 TR 0.27 26.3 C 223R 0.09 2.3 A 6 R 0.04 15.3 B 23 R 0.14 0.4 A 1 R 0.16 19.9 B 115

Westbound T 0.33 10.2 B 163 T 0.36 43.3 D 279 T 0.37 4.1 A 56 T 0.35 24.9 C 234L 0.07 4.6 A 11 L 0.08 23.5 C 44 L 0.05 2.2 A 4 L 0.07 14.7 B 30

Southbound LT 0.39 41.7 D 149 LT 0.46 30.1 C 147 LT 0.47 43.8 D 179 LT 0.28 26.9 C 92R 0.31 40.9 D 106 R 0.41 30.6 C 95 R 0.78 65.3 E 210 R 0.21 26.5 C 66

14.1 B 30.3 C 20.6 C 24.6 CVictory Boulevard and Bay Street

Eastbound L 0.79 43.1 D 323 L 0.32 28.0 C 64 L 0.42 42.9 D 183 L 0.34 4.0 A 10TR 0.05 17.0 B 21 TR 0.05 22.7 C 19 TR 0.07 32.1 C 44 TR 0.07 1.9 A 4

Westbound LTR 0.04 30.8 C 29 LTR 0.06 21.6 C 31 LTR 0.10 31.8 C 53 LTR 0.07 21.7 C 35Northbound L 0.51 24.8 C 103 L 0.46 21.7 C 191

TR 0.82 30.2 C 460 TR 0.70 27.7 C 490LTR 0.83 17.5 B 260 LTR 0.61 15.9 B 142

Southbound LT 0.36 3.0 A 23 LT 0.36 32.9 C 185 LT 0.38 5.4 A 51 LT 0.29 33.1 C 150R 0.29 3.4 A 19 R 0.32 33.9 C 155 R 0.38 2.4 A 14 R 0.22 14.6 B 97

15.7 B 30.4 C 17.3 B 19.5 B

Intersection

Intersection Intersection Intersection Intersection



7

5

8

9

10

11

12




Intersection Intersection Intersection

Intersection & Approach

Weekday AM Peak Hour Weekday MD Peak Hour Weekday PM Peak Hour Saturday Peak Hour


Int #

Intersection

1

2

3




14‐65

Table14‐27(con’t):ExistingConditionsLevelofServiceAnalysis–SignalizedIntersections

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Bay Street and Hannah StreetEastbound LTR 0.08 30.1 C 53 LTR 0.06 17.6 B 32 LTR 0.09 30.3 C 58 LTR 0.04 17.3 B 24

Westbound LTR 0.44 36.2 D 227 LTR 0.34 21.0 C 153 LTR 0.49 37.5 D 260 LTR 0.29 20.3 C 132Northbound LTR 0.78 34.7 C 461 LTR 0.73 26.0 C 288 LTR 0.52 19.4 B 291 LTR 0.54 19.1 B 216Southbound L 0.64 26.2 C 97 L 0.54 18.6 B 138 L 0.32 26.0 C 118 L 0.33 12.9 B 40

T 0.22 9.8 A 67 T 0.23 8.9 A 43 T 0.19 20.5 C 139 T 0.21 10.2 B 46R 0.13 4.2 A 13 R 0.23 4.1 A 20 R 0.23 8.2 A 83 R 0.14 1.9 A 0

25.7 C 18.1 B 22.0 C 15.0 BBay Street and Swan Street/Van Duzer Street

Eastbound L 0.65 48.3 D 252 L 0.50 26.2 C 177 L 0.57 41.4 D 213 L 0.44 24.6 C 138LTR 0.74 59.4 E 338 LTR 0.21 20.6 C 76 LTR 0.22 32.7 C 98 LTR 0.09 18.7 B 49

Westbound LTR 0.02 29.7 C 11 LTR 0.00 17.5 B 5 LTR 0.00 0.0 0.0 0 LTR 0.00 0.0 0.0 0Northbound LTR 0.34 6.8 A 48 LTR 0.32 10.8 B 127 LTR 0.24 10.6 B 91 LTR 0.27 11.7 B 106Southbound LTR 0.37 9.7 A 95 LTR 0.40 5.0 A 31 LTR 0.34 5.9 A 242 LTR 0.37 5.0 A 29

22.5 C 11.6 B 15.3 B 11.3 BVan Duzer Street and Clinton Street

Westbound TR 0.20 42.0 D 62 TR 0.27 27.8 C 65 TR 0.23 40.5 D 83 TR 0.21 26.8 C 59Northbound LT 0.55 11.6 B 239 LT 0.38 7.7 A 108 LT 0.33 8.5 A 119 LT 0.28 6.6 A 77

14.8 B 11.8 B 15.1 B 10.8 BBay Street and Clinton Street

Westbound LTR 0.10 30.3 C 54 LTR 0.21 22.0 C 79 LTR 0.30 33.6 C 135 LTR 0.24 22.5 C 90Northbound L 0.04 9.9 A 13 L 0.08 10.6 B 19 L 0.04 9.8 A 13 L 0.06 10.2 B 17

TR 0.30 11.1 B 124 TR 0.31 9.5 A 89 TR 0.24 9.7 A 91 TR 0.27 6.1 A 58Southbound L 0.12 10.3 B 43 L 0.14 3.2 A 13 L 0.14 4.0 A 12 L 0.21 3.9 A 18

TR 0.68 24.2 C 423 TR 0.65 7.6 A 201 TR 0.56 8.1 A 127 TR 0.57 7.4 A 7718.5 B 9.6 A 11.7 B 8.5 A

Van Duzer Street and Beach StreetEastbound LT 0.73 45.4 D 294 LT 0.58 31.2 C 161 LT 0.56 37.2 D 214 LT 0.53 29.4 C 170

Westbound TR 0.22 28.4 C 95 TR 0.32 24.1 C 95 TR 0.41 31.8 C 174 TR 0.27 23.3 C 88Northbound L 0.28 14.9 B 149 L 0.35 13.0 B 141 L 0.37 16.2 B 178 L 0.25 11.7 B 106

TR 0.77 28.4 C 530 TR 0.57 17.3 B 242 TR 0.52 19.4 B 273 TR 0.39 13.7 B 16329.8 C 20.1 C 24.2 C 18.3 B

Bay Street and Canal StreetEastbound L 0.28 34.6 C 99 L 0.32 21.9 C 97 L 0.47 39.9 D 157 L 0.35 22.3 C 113

TR 0.16 31.5 C 77 TR 0.14 18.8 B 59 TR 0.16 31.7 C 67 TR 0.16 18.9 B 66Westbound LTR 0.03 29.5 C 24 LTR 0.07 17.8 B 31 LTR 0.08 30.3 C 39 LTR 0.05 17.6 B 26Northbound TR 0.40 4.0 A 44 TR 0.51 8.1 A 57 TR 0.48 8.4 A 122 TR 0.42 9.3 A 80Southbound LT 0.53 15.9 B 319 LT 0.66 21.4 C 335 LT 0.65 19.3 B 406 LT 0.59 19.2 B 305

13.9 B 16.3 B 18.1 B 16.2 BBay Street and Broad Street

Eastbound LR 0.23 39.6 D 134 LR 0.10 26.7 C 49 LR 0.12 36.9 D 79 LR 0.16 23.3 C 68Northbound LT 0.42 12.2 B 161 LT 0.47 9.5 A 131 LT 0.41 13.1 B 269 LT 0.38 7.0 A 99Southbound T 0.53 10.9 B 131 T 0.56 11.8 B 146 T 0.51 6.8 A 68 T 0.50 10.4 B 105

R 0.06 8.3 A 20 R 0.08 9.5 A 22 R 0.09 0.3 A 0 R 0.12 1.3 A 614.1 B 11.5 B 10.5 B 9.5 A

Richmond Terrace and Clove RoadEastbound LT 0.78 17.6 B 439 LT 0.44 11.6 B 351 LT 0.52 13.7 B 403 LT 0.49 5.6 A 54

R 0.14 4.1 A 20 R 0.12 2.3 A 24 R 0.15 2.5 A 29 R 0.11 0.7 A 0Westbound L 0.33 10.8 B 26 L 0.18 17.1 B 70 L 0.22 18.7 B 81 L 0.21 9.6 A 45

TR 0.50 10.4 B 216 TR 0.60 27.9 C 549 TR 0.55 27.0 C 559 TR 0.41 12.1 B 235Northbound LTR 0.38 37.1 D 170 LTR 0.40 37.4 D 171 LTR 0.30 35.2 D 136 LTR 0.23 34.2 C 30

16.2 B 21.1 C 20.3 C 10.9 BVictory Boulevard and Cebra Avenue

Eastbound L 0.43 47.1 D 83 L 0.23 28.9 C 39 L 0.67 76.3 E 99 L 0.22 27.9 C 43TR 0.75 53.8 D 273 TR 0.69 38.2 D 215 TR 0.66 50.5 D 230 TR 0.45 30.1 C 138

Westbound L 0.41 47.1 D 81 L 0.46 35.2 D 78 L 0.47 50.4 D 105 L 0.23 27.2 C 53TR 0.60 46.1 D 252 TR 0.63 35.0 D 217 TR 0.83 62.0 E 341 TR 0.49 30.6 C 158

Northbound LT 0.54 13.5 B 208 LTR 0.50 18.7 B 234 LTR 0.45 10.2 B 181 LTR 0.49 16.3 B 230R 0.09 9.6 A 20

Southbound LTR 0.47 14.6 B 161 LTR 0.64 14.2 B 194 LTR 0.51 13.2 B 156LT 0.63 12.2 B 372R 0.04 5.0 A 7

27.9 C 24.8 C 29.3 C 20.7 CVictory Boulevard and Jersey Street

Eastbound L 0.13 8.0 A 27 L 0.17 9.0 A 17 L 0.21 10.1 B 36 L 0.15 7.8 A 19T 0.56 10.9 B 209 T 0.56 13.4 B 116 T 0.53 12.4 B 176 T 0.55 10.9 B 118

Westbound T 0.40 22.4 C 258 T 0.60 22.6 C 316 T 0.57 23.5 C 404 T 0.48 4.7 A 33R 0.06 15.3 B 0 R 0.12 14.5 B 48 R 0.05 10.5 B 28 R 0.07 0.6 A 1

Southbound LR 0.35 37.7 D 128 LR 0.28 23.6 C 85 LR 0.30 37.1 D 101 LR 0.18 22.1 C 5817.3 B 18.4 B 19.7 B 8.9 A




13

15

19

35

36



32


Intersection Intersection

Intersection




20

27

29

31




Int #


14‐66

Table14‐27(con’t):ExistingConditionsLevelofServiceAnalysis–SignalizedIntersections

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Forest AvenueEastbound LR 0.61 40.9 D 213 LR 0.36 26.1 C 109 LR 0.39 40.0 D 139 LR 0.47 27.6 C 131

Northbound L 0.20 13.6 B 65 L 0.32 16.0 B 79 L 0.24 12.3 B 63 L 0.34 15.5 B 104T 0.48 74.9 E 286 T 0.37 15.0 B 163 T 0.27 11.5 B 145 T 0.29 13.7 B 129

Southbound T 0.34 19.3 B 160 T 0.47 14.4 B 120 T 0.49 11.2 B 131 T 0.34 15.3 B 147R 0.27 4.2 A 15 R 0.29 2.4 A 6 R 0.27 1.3 A 2 R 0.23 2.6 A 31

39.5 D 15.3 B 15.5 B 17.3 BBroad Street and Canal Street

Eastbound L 0.21 12.9 B 76 L 0.22 8.4 A 43 L 0.17 9.1 A 47 L 0.20 8.4 A 46TR 0.39 15.7 B 187 TR 0.24 8.4 A 61 TR 0.17 8.7 A 60 TR 0.20 8.0 A 52

Westbound LTR 0.13 13.8 B 70 LTR 0.21 15.0 B 114 LTR 0.20 10.1 B 80 LTR 0.22 15.1 B 119Northbound L 0.33 38.4 D 82 L 0.31 26.2 C 76 L 0.32 37.9 D 87 L 0.21 24.1 C 61

TR 0.47 39.2 D 174 TR 0.51 29.6 C 170 TR 0.52 41.0 D 191 TR 0.35 25.8 C 137Southbound LT 0.34 36.1 D 141 LT 0.27 24.4 C 104 LT 0.34 36.0 D 141 LT 0.23 23.8 C 94

25.2 C 19.5 B 25.2 C 17.5 BBroad Street and Van Duzer Street

Westbound L 0.65 89.7 F 173 L 0.69 67.2 E 158 L 0.70 88.7 F 169 L 0.61 69.5 E 161Southbound L 0.20 4.2 A 78 L 0.13 5.8 A 51 L 0.10 4.5 A 43 L 0.09 4.2 A 37

T 0.42 5.7 A 199 T 0.49 8.8 A 215 T 0.37 6.1 A 204 T 0.30 5.2 A 11416.6 B 21.2 C 23.4 C 20.2 C

Broad Street and Targee StreetEastbound LT 0.44 34.8 C 221 TR 0.26 31.2 C 128 LT 0.20 42.7 D 149 LT 0.20 31.4 C 111

Westbound TR 0.24 40.6 D 131 TR 0.38 23.4 C 134 TR 0.29 24.3 C 140 TR 0.29 21.9 C 106Northbound LTR 0.56 18.6 B 271 LTR 0.44 13.4 B 140 LTR 0.38 15.7 B 176 LTR 0.35 12.1 B 124

23.8 C 17.8 B 20.6 C 16.5 BVanderbilt Avenue and Tompkins Avenue

Eastbound LTR 0.72 28.3 C 493 LTR 0.70 26.1 C 312 LTR 0.51 22.9 C 266 LTR 0.57 21.2 C 258Westbound LTR 0.29 15.2 B 100 LTR 0.45 9.2 A 77 LTR 0.46 29.1 C 312 LTR 0.28 5.5 A 38Northbound LTR 0.85 59.4 E 308 LTR 0.79 42.2 D 285 LTR 0.66 40.6 D 296 LTR 0.55 28.7 C 180Southbound LTR 0.92 61.7 E 467 LTR 0.81 40.8 D 382 LTR 0.56 35.8 D 284 LTR 0.53 27.5 C 213

42.5 D 29.9 C 31.8 C 21.4 CBay Street and Vanderbilt Avenue

Eastbound L 0.28 21.5 C 69 L 0.23 25.8 C 71 L 0.28 33.2 C 143 L 0.16 28.4 C 74R 0.34 22.4 C 79 R 0.16 25.3 C 40 R 0.14 30.0 C 71 R 0.15 28.9 C 57

Northbound LT 0.47 2.5 A 14 LT 0.54 10.4 B 62 LT 0.49 7.9 A 111 LT 0.46 10.6 B 53Southbound T 0.48 23.2 C 318 T 0.52 6.7 A 130 T 0.41 5.3 A 49 T 0.45 7.0 A 107

R 0.18 6.8 A 69 R 0.19 2.1 A 18 R 0.19 0.6 A 3 R 0.17 2.5 A 1914.2 B 10.7 B 9.6 A 11.2 B

Bay Street and Edgewater DriveWestbound LR 0.55 47.7 D 236 LR 0.62 40.6 D 203 LR 0.53 46.7 D 240 LR 0.49 37.5 D 152Northbound TR 0.59 16.7 B 227 TR 0.62 37.1 D 297 TR 0.50 14.2 B 114 TR 0.61 35.7 D 271Southbound T 0.62 21.4 C 355 T 0.61 38.5 D 317 T 0.45 17.1 B 177 T 0.51 35.0 D 280

Northwestbound LTR 0.42 17.0 B 82 LTR 0.41 12.2 B 79 LTR 0.89 59.0 E 321 LTR 0.43 20.6 C 10223.7 C 34.6 C 30.6 C 33.5 C

Bay Street and Hylan BoulevardEastbound LTR 0.47 19.5 B 122 LTR 0.48 36.3 D 216 LTR 0.39 32.2 C 221 LTR 0.40 10.7 B 38

Westbound LTR 0.60 47.2 D 226 LTR 0.56 37.2 D 166 LTR 0.58 45.5 D 241 LTR 0.31 30.6 C 102Northbound LTR 0.68 32.1 C 494 LTR 0.73 29.0 C 368 LTR 0.66 43.0 D 490 LTR 0.59 24.6 C 338Southbound T 0.58 18.9 B 113 T 0.57 30.7 C 257 T 0.62 28.5 C 251 T 0.47 26.3 C 210

R 0.15 4.2 A 15 R 0.23 10.2 B 63 R 0.21 10.6 B 65 R 0.21 9.6 A 4826.1 C 29.7 C 34.0 C 21.2 C

Bay Street and School RoadEastbound L 0.70 40.7 D 342 L 0.78 40.1 D 319 L 0.81 40.1 D 521 L 0.69 34.6 C 256

TR 0.13 13.5 B 44 TR 0.13 15.5 B 41 TR 0.11 2.8 A 19 TR 0.10 9.8 A 29Westbound LTR 0.00 23.5 C 7 LTR 0.01 19.6 B 9 LTR 0.01 17.8 B 8 LTR 0.01 19.7 B 11Northbound LTR 0.08 13.5 B 43 LTR 0.17 10.9 B 64 LTR 0.12 19.2 B 68 LTR 0.08 10.1 B 36Southbound LTR 0.10 7.8 A 33 LTR 0.11 17.4 B 66 LTR 0.13 14.3 B 48 LTR 0.23 21.3 C 142

R 0.52 3.2 A 34 R 0.45 6.9 A 102 R 0.62 8.2 A 90 R 0.28 9.5 A 9817.9 B 19.8 B 22.5 C 21.5 C

Notes: L = Left Turn, T= Through, R = Right Turn, DefL = Defacto Left Turn; LOS = Level of Service.


38




42

43

44

45

47

49

48





Intersection


41



Int #


14‐67

LEVELOFSERVICE–UNSIGNALIZEDINTERSECTIONS

Table14‐28presentsthecapacityanalysisresultsfortheunsignalizedintersectionsincludedintheStudyArea. Themajority of the analyzed intersection approaches and lane groups operate at anacceptablelevelofmid‐LOSDorbetter(30.0secondsofdelayforunsignalizedintersections)duringthefouranalysispeakhours.Theexceptionsareasfollows:


During theWeekdayAM peak hour, the eastbound approach operates at LOS Ewith anaveragedelayof46.3secondsandav/cratioof0.36.Thewestboundapproach(driveway)operatesatLOSFwithanaveragedelayof50.3secondsandav/cratioof0.05.

DuringtheWeekdayMDpeakhour,thewestboundapproach(driveway)operatesatLOSEwithanaveragedelayof45.7secondsandav/cratioof0.07.

DuringtheSaturdayMDpeakhour,thewestboundapproach(driveway)operatesatLOSDwithanaveragedelayof35.1secondsandav/cratioof0.04.

BayStreetandWilliamStreet

During theWeekdayAM peak hour, the eastbound approach operates at LOS Ewith anaveragedelayof38.0secondsandav/cratioof0.47.

During theWeekdayMD peak hour, the eastbound approach operates at LOSDwith anaveragedelayof31.0secondsandav/cratioof0.36.


During theWeekdayAM peakhour, thewestboundapproachoperates at LOSEwithanaveragedelayof41.3secondsandav/cratioof0.32.

During theWeekdayMD peakhour, thewestboundapproachoperates atLOSEwithanaveragedelayof41.5secondsandav/cratioof0.43.

During theWeekdayPM peakhour, thewestboundapproachoperates atLOSDwithanaveragedelayof33.7secondsandav/cratioof0.34.

During theSaturdayMD peakhour, thewestboundapproachoperates atLOSDwithanaveragedelayof30.5secondsandav/cratioof0.35.

BayStreetandWaterStreet

During theWeekdayAM peakhour, thewestboundapproachoperates atLOSDwithanaveragedelayof31.7secondsandav/cratioof0.18.

During theWeekdayMD peakhour, thewestboundapproachoperates atLOSFwithanaveragedelayof82.7secondsandav/cratioof0.57.

During theWeekdayPM peakhour, thewestbound approachoperates at LOSFwith anaveragedelayof119.7secondsandav/cratioof0.69.

During theSaturdayMD peakhour, thewestbound approach operates at LOSFwith anaveragedelayof89.0secondsandav/cratioof0.59.


14‐68

Table14‐28:ExistingConditionsLevelofServiceAnalysis–UnsignalizedIntersections

THEFUTUREWITHOUTTHEPROPOSEDACTION

ThefuturewithouttheProposedActions(“No‐ActionCondition”)buildsontheExistingConditionsanalysisbyincorporatingbackgroundgrowth,othernearbyprojectsexpectedtobecompletedbythebuildyear,developmentofthelanduseparcelswithintheProjectAreathatcouldoccurpursuanttoexistingzoning,andanticipatedchangesinthetransportationnetwork.TheNo‐ActionConditionanalysisfocusesonconditionsin2030,whentheProposedActionsareexpectedtobecomplete.Theanalysisof theNo‐ActionConditionservesas thebaseline towhich the futureconditionwith theProposedActionswillbecomparedtoidentifypotentialimpacts.

TheCEQRTechnicalManualguidance(Table16‐4)provideanannualbackgroundgrowthrateof0.50percentforthefirstfiveyearsand0.25percentfortheyearsbeyondfortheSt.Georgearea,whichistheareaofStatenIslandgenerallyboundedbyWallStreet,RichmondTerrace/BayStreet,VictoryBoulevard,andSt.MarksPlace/MontgomeryAvenue.OtherlocationsinStatenIslandhaveanannualgrowthrateof1.0percentforthefirstfiveyearsand0.5percentfortheyearsbeyond.Theannualgrowthrateswereappliedfortherespectiveareas,overaperiodof15years,tothe2015ExistingConditionvolumestodevelopthe2030No‐ActionConditionbackgroundtrafficvolumes.Inadditionto the background growth, the development projects expected to be completed by 2030 locatedwithinandadjacenttothe¼‐mileasshowninChapter2,Table2‐9andFigure2‐8,anddevelopment

Lane Group

v/c RatioDelay (sec)

LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)

Hamilton Avenue and Stuyvesant PlaceSouthbound TR 0.33 12.8 B 36.0 TR 0.15 10.6 B 14.0 TR 0.12 10.2 B 10.0 TR 0.10 10.3 B 8.0

Wall Street and Stuyvesant PlaceSouthbound LT 0.37 17.7 C 42.0 LT 0.22 13.1 B 21.0 LT 0.18 12.5 B 17.0 LT 0.17 11.1 B 15.0

Front Street and Hannah StreetNorthbound LR 0.26 11.5 B 26.0 LR 0.26 11.4 B 26.0 LR 0.32 11.8 B 35.0 LR 0.23 10.4 B 22.0Westbound LT 0.02 2.8 A 1.0 LT 0.01 1.9 A 1.0 LT 0.02 2.3 A 1.0 LT 0.01 1.5 A 0.0

Van Duzer Street and St Julian PlaceWestbound R 0.02 13.9 B 1.0 R 0.02 10.5 B 2.0 R 0.02 10.3 B 2.0 R 0.03 10.0 A 2.0

Bay Street and St Julian PlaceEastbound LTR 0.11 15.0 B 9.0 LTR 0.10 15.4 C 8.0 LTR 0.07 13.7 B 5.0 LTR 0.05 12.8 B 4.0

Westbound LTR 0.02 10.4 B 2.0 LTR 0.04 11.8 B 3.0 LTR 0.01 13.2 B 1.0 LTR 0.03 14.6 B 2.0Northbound LTR 0.01 0.4 A 1.0 LTR 0.01 0.4 A 1.0 LTR 0.00 0.2 A 0.0 LTR 0.00 0.2 A 0.0

Bay Street and Grant StreetEastbound LTR 0.32 22.5 C 33.0 LTR 0.12 17.8 C 10.0 LTR 0.25 19.6 C 25.0 LTR 0.20 17.9 C 18.0

Westbound R 0.02 9.7 A 1.0 R 0.08 11.1 B 7.0 R 0.08 10.3 B 7.0 R 0.09 10.5 B 8.0Bay Street and Baltic Street

Eastbound LTR 0.36 46.3 E 37.0 LTR 0.11 29.3 D 9.0 LTR 0.08 22.4 C 6.0 LTR 0.11 25.9 D 9.0Westbound LTR 0.05 50.3 F 3.0 LTR 0.07 45.7 E 5.0 LTR 0.01 25.5 D 1.0 LTR 0.04 35.1 E 3.0Southbound LT 0.00 0.0 -- 0.0 LT 0.00 0.1 A 0.0 LT 0.00 0.0 A 0.0 LT 0.00 0.0 -- 0.0

Bay Street and William StreetEastbound LR 0.47 38.0 E 56.0 LR 0.36 31.0 D 39.0 LR 0.31 27.0 D 32.0 LR 0.24 21.0 C 23.0

Northbound LT 0.01 0.2 A 1.0 LT 0.01 0.3 A 1.0 LT 0.02 0.6 A 1.0 LT 0.01 0.3 A 1.0Bay Street and Congress Street

Eastbound LR 0.03 21.1 C 3.0 LR 0.02 16.4 C 2.0 LR 0.06 21.2 C 5.0 LR 0.01 12.2 B 1.0Northbound LT 0.01 0.2 A 1.0 LT 0.00 0.0 -- 0.0 LT 0.01 0.2 A 0.0 LT 0.00 0.1 A 0.0

Bay Street and Wave StreetWestbound LTR 0.32 41.3 E 32.0 LTR 0.43 41.5 E 49.0 LTR 0.34 33.7 D 35.0 LTR 0.35 30.5 D 37.0Northbound LT 0.00 0.0 -- 0.0 LT 0.01 0.2 A 0.0 LT 0.01 0.2 A 1.0 LT 0.00 0.1 A 0.0Southbound LTR 0.07 1.8 A 6.0 LTR 0.05 1.2 A 4.0 LTR 0.04 1.0 A 3.0 LTR 0.04 1.0 A 3.0

Front Street and Wave StreetEastbound LR 0.11 10.1 B 9.0 LR 0.08 9.9 A 7.0 LR 0.07 9.8 A 5.0 LR 0.07 9.8 A 6.0

Northbound LT 0.02 1.1 A 2.0 LT 0.02 1.2 A 2.0 LT 0.04 1.7 A 3.0 LT 0.03 1.6 A 2.0Front Street and Prospect Street

Eastbound LTR 0.02 10.2 B 2.0 LTR 0.00 0.0 A 0.0 LTR 0.07 10.3 B 6.0 LTR 0.09 10.2 B 7.0Westbound LTR 0.00 0.0 A 0.0 LTR 0.00 0.0 A 0.0 LTR 0.00 0.0 A 0.0 LTR 0.00 0.0 A 0.0Southbound LT 0.00 0.0 -- 0.0 LT 0.00 0.0 -- 0.0 LT 0.00 0.0 -- 0.0 LT 0.00 0.0 -- 0.0

Bay Street and Water StreetWestbound LTR 0.18 31.7 D 16.0 LTR 0.57 82.7 F 65.0 LTR 0.69 119.7 F 80.0 LTR 0.59 89.0 F 68.0Northbound LT 0.11 3.0 A 10.0 LT 0.14 3.6 A 12.0 LT 0.18 4.6 A 17.0 LT 0.14 3.7 A 12.0

Front Street and Canal StreetEastbound LR 0.16 12.0 B 14.0 LR 0.17 11.5 B 16.0 LR 0.18 12.4 B 16.0 LR 0.17 11.3 B 16.0

Northbound LT 0.01 0.3 A 0.0 LT 0.02 0.9 A 1.0 LT 0.01 0.7 A 1.0 LT 0.01 0.6 A 1.0Jersey Street and Brook Street

Westbound LR 0.13 10.6 B 11.0 LR 0.18 10.6 B 16.0 LR 0.15 10.8 B 13.0 LR 0.12 9.8 A 10.0Southbound LT 0.11 5.0 A 9.0 LT 0.09 4.2 A 7.0 LT 0.07 3.6 A 5.0 LT 0.04 3.0 A 3.0

Pike Street and Brook StreetWestbound LT 0.02 1.5 A 1.0 LT 0.02 1.3 A 2.0 LT 0.03 1.7 A 2.0 LT 0.02 1.4 A 1.0

Pike Street and Victory BoulevardSouthbound LR 0.09 15.3 C 7.0 LR 0.12 15.0 B 10.0 LR 0.11 15.2 C 9.0 LR 0.07 13.4 B 6.0

Hudson Street and Cedar StreetEastbound LTR 0.03 9.8 A 2.0 LTR 0.02 9.1 A 1.0 LTR 0.02 8.9 A 2.0 LTR 0.02 9.1 A 1.0

Westbound LTR 0.00 10.1 B 0.0 LTR 0.00 9.7 A 0.0 LTR 0.00 0.0 A 0.0 LTR 0.00 9.1 A 0.0Northbound LTR 0.01 1.7 A 1.0 LTR 0.01 1.6 A 1.0 LTR 0.01 1.7 A 1.0 LTR 0.01 1.9 A 1.0Southbound LTR 0.00 0.0 -- 0.0 LTR 0.00 0.0 -- 0.0 LTR 0.01 4.1 A 1.0 LTR 0.00 0.0 -- 0.0

Broad Street and Cedar StreetEastbound LTR 0.01 0.3 A 1.0 LTR 0.01 0.3 A 1.0 LTR 0.02 0.7 A 1.0 LTR 0.01 0.3 A 0.0

Westbound LT 0.00 0.1 A 0.0 LT 0.02 0.9 A 2.0 LT 0.01 0.2 A 0.0 LT 0.01 0.4 A 1.0Northbound LTR 0.00 0.0 A 0.0 LTR 0.00 11.9 B 0.0 LTR 0.00 0.0 A 0.0 LTR 0.01 15.5 C 1.0Southbound LR 0.20 20.0 C 19.0 LR 0.18 19.6 C 16.0 LR 0.09 17.5 C 7.0 LR 0.10 17.4 C 9.0

Notes: L = Left Turn, T= Through, R = Right Turn, DefL = Defacto Left Turn; LOS = Level of Service, -- = Approach has no volume recorded during this peak hour.

28

34

6

17

18

21

22

23

24

14

25

26

39

40

33

37

30

16

4

Weekday PM Peak Hour Saturday Peak Hour


Weekday AM Peak Hour Weekday MD Peak Hour

Int #


14‐69

ofthelanduseparcelswithintheProjectAreathatcouldoccurpursuanttoexistingzoningasshowninTable14‐1,wereconsideredtoforecasttheNo‐ActionConditionvolumes.

Roadway improvements and other relevant project‐related transportation improvements wereincorporatedintotheNo‐ActionConditionasdescribedbelow:

ROADWAYIMPROVEMENTS

CompletionoftheNYCDOTSt.GeorgeBayStreetImprovementprojectattheSt.GeorgeFerryTerminalthatwouldimprovetheRichmondTerraceandFerryTerminal(bus)andRichmondTerraceandFerryTerminal(parkinglot)intersections.Thetransportationanalysisconsiderstherevisedlanegeometriesandsignaltimingattheseintersections.Themostsignificantofthesechangesistheadditionofaprotectedbike/pedestrian‐onlyphasetothesignalphasing.

Completion of theNYCDOT Street Improvement Project (SIP) onBay Street betweenCentralAvenueandHannahStreet.AttheintersectionofBayStreetandVictoryBoulevard,theSIPwouldincludeaturnrestrictionforeastboundright‐turnsontoBayStreet,theadditionofanorthboundleft‐turnbay,andothermodificationstolanegeometries.AttheintersectionofBayStreetandHannahStreet,theSIPwouldmodifythelanestriping,reducethenumberofsouthboundlanesonBayStreet,andformalizeaClassIIbicyclefacility.

CompletionoftheNYCDOTSIPsonVanDuzerStreet,TargeeStreet,andSwanStreet.

o WithintheStudyArea,elementsoftheVanDuzerStreetSIPwouldincludedesignationasaClassIIIbicycleroutewithstripedchevronmarkingsbetweenSt.JulianPlaceandWrightStreet,andaClassIIbicycleroutewithon‐streetlanemarkingsbetweenWrightStreet to intersections south of Broad Street. Improvements include high visibilitycrosswalkmarkingandbicyclefacilitymarkingsattheintersectionswithClintonStreet,BeachStreet,andBroadStreet.

o WithintheStudyArea,elementsoftheTargeeStreetSIPwouldincludeareductioninthenumber of travel lanes to accommodate Class II parking‐protected bicycle lanes.Improvementsat the intersectionwithBroadStreet include theremovalofone travellaneand theadditionofone117‐footnorthboundright‐turnbay,andchanges to lanewidths.

o WithintheStudyArea,elementsoftheSwanStreetSIRwouldincludemodificationstotheintersectionwithVanDuzerStreet.ClassIIparking‐protectedbicyclelaneswouldbeprovidedonSwanStreetbetweenBayStreetandVanDuzerStreet,andontheVanDuzerStreetExtensionbetweenSt.JulianPlaceandBayStreet. ThelanestripingontheVanDuzerStreetExtensionwouldbemodifiedtoaccommodatethebicycleinfrastructurebynarrowingthetravellanes,eliminatingoneofthethroughlanesandprovidinga75‐footeastboundleft‐turnbay.

NO‐ACTIONPROJECT‐RELATEDINTERSECTIONIMPROVEMENTS

The following improvement has been identified as a project improvement in the Staten IslandLighthousePointEnvironmentalAssessmentStatement(2013):

o CompletionofmodificationstotheintersectionofBayStreetandStuyvesantPlace,southoftheFerryTerminal,toincludeanewdrivewayaccesstothedevelopmentsite.


14‐70

ThefollowingimprovementshavebeenidentifiedasprojectimprovementsandmitigationmeasuresfortheStapletonWaterfrontDevelopmentPlanTechnicalMemorandum(2010):

CompletionofroadwayimprovementsonFrontStreetbetweenWaveStreetandThompsonStreettoinclude11‐foottravellanes,parkinglanes,andbicyclelanes.

Installation of new traffic signals at the intersections of Front Street with Wave Street,ProspectStreet,CanalStreet,andHannahStreet.Newcrosswalksandmodifiedlanestripingwouldbeincludedintheintersectionimprovements.

CompletionofimprovementsattheintersectionofEdgewaterStreet,FrontStreetandBayStreettoincludeaturnrestrictionfornorthboundtrafficonEdgewaterStreet,trafficcalmingelements,newcrosswalks,othermodificationstolanegeometries,andupdatedsignaltiming.

Installation of new traffic signals at the intersectionsofBay StreetwithWave Street andWater Street. New crosswalks and modified lane striping would be included in theintersectionimprovements.

o At theBay Street andWave Street intersection, the southbound approach onBayStreetwould be restriped to include one exclusive 80‐foot left‐turn lane and onethrough lane, resulting in modified parking regulations 150‐feet from theintersection.

o AttheBayStreetandWaterStreet intersection, thecenterlineonsouthboundBayStreetwouldbeshiftedtothewesttoallowfortheadditionofanexclusive80‐footnorthboundleft‐turnlane.ParkingregulationswouldbemodifiedonthenorthboundandsouthboundapproachesonBayStreet.

The following improvement has been identified as a project improvement in the St. GeorgeRedevelopmentEnvironmentalImpactStatement(2013):

CompletionofsignaltimingadjustmentsattheintersectionofRichmondTerraceandFerryTerminal(parkinglot).

Completionof thestreet reversalsofWallStreetandSchuylerStreetsbetweenRichmondTerraceandStuyvesantPlaceandtheassociatedtrafficdiversions.

Completion of the intersection modification at the Richmond Terrace and Wall Streetintersection, which would include the prohibition of northbound left‐ and u‐turns fromRichmondTerraceandtheadditionofa150‐footnorthboundright‐turnbay.

Completionof the intersectionmodificationsat the intersectionofRichmondTerraceandJerseyStreet,whichwouldincludesignalphasingandtimingchanges.

Completion of the intersectionmodifications at the intersection of Bay Street and SchoolRoad,whichwouldincludesignaltimingchanges.

TRAFFICCONDITIONS

Figures14‐12through14‐15showtheNo‐Actiontrafficvolumesforthefourpeakhours.

21 7 3 3 #7 12

698 703 603 87 131 10 223 696 21 0 5 0

1 31 2 29 3 20 409 19 26 882 278 539 11 30 12 8 44 19 13 83 664 22 32 51 180 133 18 329 305

28 253 34 #2 0225 1018 6 0

0 0

#8 0 132 696 233 0 325 44 21

0 70 91 118 12 596 0 13 29 14 48 0 2 50

4 155 5 25 244 #9 0 18 0 139 974 35 380 9

#55S

0

5 12 191 498 0 4 739 0 0 0

48 0 0

15 3

230 40 538 23 6 #10 0 501 35 0 0 6 40 7 81 0 8 3 12 647 0

0 166

15 737 1 1 120 660 122 0

16 7 17 0

17 0

503 46 23 4 8 633 7 #1 3

3

#54C 0 763 3 0 6

0 18 13

0 24 #11‐14 2 60 #5a 2

62 903 689 2 617 3 2

81 2 2 10 8 144 3 38 735 52 2 2

24 25 8

3 19 35 20 38197 965 627

56 486 #15 1 14 620 45 #5b 2

571 100 162 112 2 2

266 0 773 0 2 9 0 0 1 2

21 2

29 1 514 292 143 #16 0 12 651 1 Stapleton

A 0

0 0

0 0 1 0

11 769

22 Stapleton

B1 0

57 0

#17 2 27 6 579 #3‐4 3 0 3 4 0

2 4 792 3 3 4

2394 659 3

15 3 6 582

27 84 3192 69 110 626 17

212 77 35 37

274 598 54 28 515 28 21 7 755 69 0 2 5 292

22 101 530 24 0 25

635 12 30 434 11 7 74 41 404

29 36 30 0 542 68 #6 0

92 74 0

53 50 0 344 2322 531 54 8 299 0 111

26 165

11 9 47 322 27

NOTTOSCALE

NoActionTrafficConditionsWeekdayAMPeakHour

Figure14‐12A

Van Duzer Street

Van Duzer Street

Clinton Street


Bay Street

Fron

t Street

Private Driveway

William Street

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street

Fron

t Street



Bay Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway


Stuyvesant Place

Richmon

d Terrace


Bay Street

Fron

t Street

Minthorne Street


Bay Street

St. M

arks Place

Bay Street

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


N

0 68 0 0

131 135 0

80 99 39 1 Canal 5

33 6 34 22 4 5

209 0 9 7 15 8 64 0 11 151 1 Jersey 0

0

0 44 0 40 29 102 139 7 15

24 238 61 22 66 69 0 23 6 210 62 209 527

390 52 0 40 1 41 41 35 51 36 395 37 424 43 132 45

11 2 710 414 118 162 621 72 3 0 0 0 204 76 165 19 149 84 64 201 46 641 86 381

27 649


531

32 73 847 467

119 80 74

617 25 7 7

176 211

47 Edgewater Drive

147460 143 1

137 277 44 41

82 426 201

268 44 49

38 338 105 98 329 517 230 91 154 65

179 555 10

112

48 177

178 179 41 46 456 118

558 270

20

42 181 43 155

40 231

27 683 260

636 61 7 2

0

49 0

488 1 64 24 39 0

NOTTOSCALE

NoActionTrafficConditionsWeekdayAMPeakHour


School Road

Hylan Blvd

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Bay Street

Private Driveway

Broad Street

Van Du

zer S

treet

Bay Street

Targee

Street

Tompkins S

treet

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street



Private Driv

eway

Cana

l Street

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Brook Street

N

96 20 5 12 #7 71

832 778 727 112 176 24 406 1089 19 0 21 0

1 41 2 88 3 14 659 35 26 743 112 602 11 39 12 51 39 13 13 54 701 22 16 44 148 151 30 319 317

31 270 27 #2 5256 1111 12 0

2 3

#8 0 150 1114 303 1 274 55 18

1 88 32 81 15 639 0 13 29 14 61 1 10 32

4 116 5 19 325 #9 2 8 4 127 1126 35 337 12

#55S

2

30 0 162 756 2 4 1150 0 1 2

25 2 0

15 0

202 17 552 71 0 #10 0 373 91 0 0 6 17 7 361 0 11 4 7 917 1

0 156

13 1151 0 2 190 827 321 0

16 13 17 2

10 2

371 21 22 0 8 894 13 #1 5

5

#54C 0 1175 5 0 8

0 18 49

0 1 #11‐14 6 33 #5a 10

26 1388 975 10 869 1 14

45 6 10 10 8 112 10 49 1109 57 10 14

34 27 17

24 19 72 20 89118 1257 1032

69 319 #15 2 32 867 105 #5b 12

997 45 44 28 3 13

83 3 1199 3 10 9 27 3 0 14

21 6

8 0 976 152 84 #16 0 8 1000 3 Stapleton

A 0

0 0

0 0 0 0

6 1206

22 Stapleton

B1 0

45 0

#17 13 36 9 950 #3‐4 22 0 15 24 0

13 0 1245 22 15 24

23127 1059 1

24 6 0 961

27 106 3167 95 179 1113 23

175 38 45 39

325 447 25 43 870 28 15 8 1218 49 0 5 19 374

38 112 982 24 0 25

1106 23 28 380 6 16 59 41 407

29 39 30 4 887 46 #6 0

153 65 1

53 82 0 391 4235 925 80 24 401 1 35

26 51

12 21 18 400 43

NOTTOSCALE

NoActionTrafficConditionsWeekdayMDPeakHour

Figure14‐13A

Van Duzer Street

Van Duzer Street

Clinton Street


Bay Street

Fron

t Street

Private Driveway

William Street

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street

Fron

t Street



Bay Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway


Stuyvesant Place

Richmon

d Terrace


Bay Street

Fron

t Street

Minthorne Street


Bay Street

St. M

arks Place

Bay Street

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


N

2 56 0 0

176 105 0

109 178 39 2 Canal 31

33 12 34 27 3 35

129 0 32 19 10 9 54 2 36 187 6 Jersey 0

0

0 34 0 34 34 196 150 13 29

44 223 34 27 73 105 0 35 10 352 117 243 854

724 84 0 40 24 41 53 35 61 36 738 37 787 31 119 45

14 0 716 292 104 230 611 86 10 0 0 1 104 98 203 38 87 76 97 230 51 610 92 684

39 902


793

32 89 639 776

116 93 71

894 6 3 13

191 165

47 Edgewater Drive

204763 158 0

174 227 40 66

107 251 301

311 44 99

38 635 144 122 266 541 131 94 193 84

386 713 12

103

48 139

316 126 65 53 620 136

528 147

21

42 296 43 272

35 111

24 476 200

804 40 7 1

3

49 1

695 4 55 87 56 1

NOTTOSCALE

NoActionTrafficConditionsWeekdayMDPeakHour


School Road

Hylan Blvd

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Bay Street

Private Driveway

Broad Street

Van Du

zer S

treet

Bay Street

Targee

Street

Tompkins S

treet

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street



Private Driv

eway

Cana

l Street

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Brook Street

N

196 29 11 11 #7 114

924 777 661 178 145 31 504 1209 20 0 35 0

1 49 2 67 3 21 756 47 18 824 128 694 11 34 12 80 22 12 10 42 753 25 21 41 110 193 23 369 375

39 242 25 #2 4238 1059 21 0

2 2

#8 0 211 1039 380 1 317 49 19

0 82 23 71 15 719 0 13 28 14 46 0 7 45

4 79 5 25 400 #9 0 19 0 121 992 40 378 24

#55S

1

58 4 110 873 1 5 1078 0 3 0

3 1 0

15 0

205 25 635 62 0 #10 0 288 110 0 0 6 25 7 368 0 14 1 9 862 0

0 140

32 1061 0 0 20 878 328 0

16 14 17 2

9 0

287 25 17 2 4 861 1 #1 7

7

#54C 0 1086 3 0 4

0 18 54

0 3 #11‐14 4 71 #5a 5

45 1512 1077 6 810 2 7

59 4 5 10 8 133 5 43 1046 72 19 7

41 20 21

24 19 62 20 103121 1368 1079

39 280 #15 0 19 798 93 #5b 6

996 87 127 83 1 6

246 2 1151 1 5 9 4 2 1 7

21 1

6 0 992 201 95 #16 0 11 903 2 Stapleton

A 0

1 0

0 0 0 0

6 1154

22 Stapleton

B1 0

39 0

#17 7 33 14 863 #3‐4 12 0 8 13 0

7 1 1188 12 8 13

23137 1030 8

23 4 4 871

27 174 3167 103 161 1094 23

175 40 50 44

315 387 23 40 882 28 15 7 1198 48 0 5 19 392

28 148 1002 24 0 25

1078 31 29 351 11 17.467 45 69 471

29 31.257 30 6 838 35 #6 0

160.18 124 1

42.724 36 0 313 12430.933 972 98 22 543 1 52

26 75

23 50 55 465 143

NOTTOSCALE

NoActionTrafficConditionsWeekdayPMPeakHour

Figure14‐14A

Van Duzer Street

Van Duzer Street

Clinton Street


Bay Street

Fron

t Street

Private Driveway

William Street

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street

Fron

t Street



Bay Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway


Stuyvesant Place

Richmon

d Terrace


Bay Street

Fron

t Street

Minthorne Street


Bay Street

St. M

arks Place

Bay Street

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


N

0 9 11 0

173 75 0

96 158 39 0 Canal 23

33 3 34 35 1 27

117 0 17 4 17 10 33 2 18 161 1 Jersey 0

0

0 11 0 14 29 161 153 12 20

25 193 56 33 84 69 0 38 2 330 132 282 788

925 64 0 40 6 41 39 35 33 36 904 37 930 17 103 45

6 2 746 251 79 226 665 92 7 0 0 0 83 72 192 10 77 80 91 253 52 678 115 696

30 835


761

32 102 690 811

138 93 40

831 1 2 9

222 144

47 Edgewater Drive

328802 224 1

137 177 20 53

99 252 381

317 44 119

38 782 134 99 217 516 95 102 195 69

378 768 6

149

48 144

322 168 43 34 710 174

534 116

23

42 214 43 181

22 94

33 454 141

776 72 6 1

3

49 0

942 6 70 46 38 0

NOTTOSCALE

NoActionTrafficConditionsWeekdayPMPeakHour


School Road

Hylan Blvd

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Bay Street

Private Driveway

Broad Street

Van Du

zer S

treet

Bay Street

Targee

Street

Tompkins S

treet

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street



Private Driv

eway

Cana

l Street

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Brook Street

N

138 25 9 16 #7 39

745 639 612 73 109 12 468 1177 16 1 28 0

1 33 2 45 3 16 720 25 16 704 141 584 11 41 12 28 22 21 17 34 606 45 20 57 87 88 21 382 378

55 270 17 #2 4268 986 2 0

2 2

#8 0 97 1154 316 0 260 32 8

1 68 20 55 21 656 0 13 32 14 41 1 1 33

4 98 5 10 324 #9 0 14 0 97 1023 30 327 20

#55S

1

7 12 118 726 1 11 1182 0 8 0

6 1 0

15 0

154 24 543 97 3 #10 0 244 134 0 0 6 24 7 569 0 17 1 8 899 0

0 103

15 1183 0 1 60 717 448 0

16 17 17 3

9 1

244 11 13 6 4 893 6 #1 2

2

#54C 0 1206 1 0 2

0 18 61

0 13 #11‐14 4 49 #5a 6

33 1582 1165 6 834 1 9

47 4 6 10 8 131 6 27 1147 85 17 9

22 27 21

9 19 48 20 8876 1308 1067

30 240 #15 0 27 823 143 #5b 7

1178 48 69 39 1 8

100 1 1237 0 6 9 11 1 1 9

21 3

10 0

1017 155 86 #16 0 9 983 1 Stapleton A 0

0 0

0 0 0 0

6 1247

22 Stapleton

B1 0

41 0

#17 8 30 8 938 #3‐4 13 0 8 14 0

8 1 1278 13 8 14

23150 1131 0

32 3 2 947

27 91 3172 113 166 1190 24

164 44 43 53

249 328 15 39 855 28 24 7 1266 45 1 7 17 315

31 119 986 24 0 25

1189 24 41 319 18 13 43 49 408

29 43 30 2 904 39 #6 0

169.85 124 1

63.714 39 0 274 8441.981 922 86 13 376 1 66

26 96

32 38 69 359 92

NOTTOSCALE

NoActionTrafficConditionsSaturdayMDPeakHour

Figure14‐15A

Van Duzer Street

Van Duzer Street

Clinton Street


Bay Street

Fron

t Street

Private Driveway

William Street

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street

Fron

t Street



Bay Street

Fron

t Street

Prospect Street


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway

St. Julian Place

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway


Stuyvesant Place

Richmon

d Terrace


Bay Street

Fron

t Street

Minthorne Street


Bay Street

St. M

arks Place

Bay Street

Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


N

0 21 0 1

164 51 0

89 104 39 1 Canal 17

33 1 34 19 7 19

85 0 17 10 8 13 36 2 18 153 2 Jersey 0

0

0 9 0 21 45 132 131 10 26

30 151 40 18 89 60 0 23 6 264 114 238 937

735 61 0 40 9 41 44 35 41 36 705 37 742 7 121 45

10 0 719 274 92 198 672 95 10 2 0 1 83 72 176 22 87 63 66 170 42 659 85 696

40 985


629

32 86 659 781

93 53 68

984 1 0 14

158 139

47 Edgewater Drive

220766 196 0

137 168 19 31

175 263 259

251 44 83

38 614 148 179 253 534 98 94 156 65

437 740 11

77

48 98

356 122 44 43 653 132

370 114

23

42 188 43 167

24 89

21 412 161

770 48 9 4

2

49 0

742 0 50 25 44 0

NOTTOSCALE

NoActionTrafficConditionsSaturdayMDPeakHour


School Road

Hylan Blvd

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Bay Street

Private Driveway

Broad Street

Van Du

zer S

treet

Bay Street

Targee

Street

Tompkins S

treet

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street



Private Driv

eway

Cana

l Street

Hudson Street

Ceda

r Street

Jersey Street

Pike Street

Brook Street

N


14‐79


Table14‐29presentsa comparisonofExistingandNo‐ActionConditions for thesignalizedstudyintersections. Based on the analysis results, the majority of the approaches/lane groups wouldoperateatthesameLOSasintheexistingconditions.Atthefollowinglocations,theadditionofNo‐ActiontrafficwouldresultinchangesinLOSbeyondmid‐LOSD:

RichmondTerraceandFranklinAvenue

During theWeekdayPM peak hour, thewestbound through/left‐turn lane groupwoulddeterioratefromLOSAwithanaveragedelayof2.7secondsandav/cratioof0.60toLOSFwithanaveragedelayof81.4secondsandav/cratioof1.14.


DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSAwithanaveragedelayof8.0secondsandav/cratioof0.00toLOSFwithanaveragedelayof87.4secondsandav/cratioof1.07.Thewestboundthrough/left‐turnlanegroupwoulddeterioratefromLOSDfromanaveragedelayof42.3secondsandav/cratioof0.92toLOSEwithanaveragedelayof68.6secondsandav/cratioof1.06.

During theWeekdayMDpeak hour, thewestbound through/left‐turn lane groupwoulddeterioratefromLOSCwithanaveragedelayof24.8andav/cratioof0.71toLOSFwithanaveragedelayof227.7secondsandav/cratioof1.44.

During theWeekdayPM peak hour, thewestbound through/left‐turn lane groupwoulddeterioratefromLOSEwithanaveragedelayof74.7secondsandav/cratioof0.91toLOSFwith an average delay of 163.2 seconds and a v/c ratio of 1.29. The southboundthrough/right‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof34.2secondsandav/cratioof0.02toLOSDwithanaveragedelayof49.9secondsandav/cratioof0.68.

During the SaturdayMD peak hour, thewestbound through/left‐turn lane groupwoulddeterioratefromLOSAwithanaveragedelayof9.6secondsandav/cratioof0.58toLOSEwithanaveragedelayof78.1secondsandav/cratioof1.10.


DuringtheWeekdayAMpeakhour,thewestboundapproachwoulddeterioratefromLOSCwithanaveragedelayof25.3secondsandav/cratioof0.54toLOSDwithanaveragedelayof47.0secondsandav/cratioof0.71.

DuringtheWeekdayMDpeakhour,thewestboundapproachwoulddeterioratefromLOSCwithanaveragedelayof23.2secondsandav/cratioof0.44toLOSEwithanaveragedelayof71.4secondsandav/cratioof0.80.

DuringtheWeekdayPMpeakhour,thewestboundapproachwouldoperateatLOSEwithanaveragedelayof78.1secondsandav/cratioof0.78.


DuringtheWeekdayMDpeakhour,thewestboundapproachwoulddeterioratefromLOSCwithanaveragedelayof22.9secondsandav/cratioof0.03toLOSEwithanaveragedelay


14‐80

of 66.0 seconds and a v/c ratio of 0.86. The newwestbound left‐turn movement wouldoperateatLOSFwithanaveragedelayof93.5secondsandav/cratioof0.98.

DuringtheWeekdayPMpeakhour,thewestboundapproachwoulddeterioratefromLOSCwithanaveragedelayof22.6secondsandav/cratioof0.02toLOSFwithanaveragedelayof 185.5 seconds and a v/c ratio of 0.66. The newwestbound left‐turnmovementwouldoperateatLOSFwithanaveragedelayof175.4secondsandav/cratioof0.62.

DuringtheSaturdayMDpeakhour,thewestboundapproachwoulddeterioratefromLOSBwithanaveragedelayof14.0secondsandav/cratioof0.00toLOSFwithanaveragedelayof 94.2 seconds and a v/c ratio of 0.80. The newwestbound left‐turn movement wouldoperate at LOS F with an average delay of 93.1 seconds and a v/c ratio of 0.80. ThesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof28.1secondsandav/cratioof0.51toLOSEwithanaveragedelayof60.0secondsandav/cratioof0.67.

RichmondTerraceandFerryTerminal(bus)

DuringtheWeekdayAMpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratewithinLOSDfromanaveragedelayof37.8secondsandav/cratioof0.35toanaveragedelayof 45.7 seconds and a v/c ratio of 0.47. The westbound right‐turn lane group woulddeterioratewithinLOSDfromanaveragedelayof38.4secondsandav/cratioof0.32toanaverage delay of 45.5 seconds and a v/c ratio of 0.41. The southbound approach woulddeterioratefromLOSBwithanaveragedelayof14.0secondsandav/cratioof0.30toLOSFwithanaveragedelayof85.6secondsandav/cratioof0.63.

DuringtheWeekdayMDpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof32.9secondsandav/cratioof0.26toLOSFwithanaveragedelayof134.0secondsandav/cratioof0.98.Thewestboundright‐turnlanegroupwoulddeterioratewithinLOSDfromanaveragedelayof36.5secondsandav/cratioof0.16toanaveragedelayof51.0secondsandav/cratioof0.46.ThesouthboundapproachwoulddeterioratefromLOSAwithanaveragedelayof5.3secondsandav/cratioof0.22toLOSEwithanaveragedelayof65.2secondsandav/cratioof0.88.

DuringtheWeekdayPMpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof35.2secondsandav/cratioof0.33toLOSEwithanaverage delay of 57.7 seconds and a v/c ratio of 0.67. The northbound approach woulddeterioratefromLOSBwithanaveragedelayof16.2secondsandav/cratioof0.52toLOSEwithanaveragedelayof75.4secondsandav/cratioof0.72.ThesouthboundapproachwoulddeterioratefromLOSAwithanaveragedelayof4.0secondsandav/cratioof0.27toLOSFwithanaveragedelayof80.1secondsandav/cratioof0.90.

DuringtheSaturdayMDpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof28.1secondsandav/cratioof0.29toLOSFwithanaveragedelayof195.9secondsandav/cratioof1.24.Thewestboundright‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof28.1secondsandav/cratioof0.13toLOSDwithanaveragedelayof48.3secondsandav/cratioof0.44.


DuringtheWeekdayAMpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof39.8secondsandav/cratioof0.54toLOSEwithanaveragedelayof55.7secondsandav/cratioof0.74.Thesouthboundleft‐turnlanegroup


14‐81

woulddeterioratewithinLOSFfromanaveragedelayof106.6secondsandav/cratioof0.74toanaveragedelayof2,211.1secondsandav/cratioof5.82.

DuringtheWeekdayMDpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof31.9secondsandav/cratioof0.26toLOSDwithanaveragedelayof48.4secondsandav/cratioof0.53.ThenorthboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof34.4secondsandav/cratioof0.37toLOSEwithanaveragedelayof64.6secondsandav/cratioof0.98.Thesouthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof96.9secondsandav/cratioof0.31toanaveragedelayof425.3secondsandav/cratioof1.80.Thesouthboundthrough/right‐turnlanegroupwoulddeterioratefromLOSAwithanaveragedelayof0.1secondsandav/cratioof0.13toLOSEwithanaveragedelayof69.4secondsandav/cratioof1.11.

DuringtheWeekdayPMpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof34.9secondsandav/cratioof0.42toLOSEwithanaveragedelayof58.0secondsandav/cratioof0.77.ThenorthboundthroughlanegroupwoulddeterioratefromLOSBwithanaveragedelayof18.8secondsandav/cratioof0.37toLOSFwithanaveragedelayof208.0secondsandav/cratioof1.38.Thesouthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof111.3secondsanda v/c ratio of 0.65 to an average delay of 1,457.1 seconds and a v/c ratio of 4.16. Thesouthboundthrough/right‐turnlanegroupwoulddeterioratefromLOSAwithanaveragedelayof0.1secondsandav/cratioof0.13toLOSEwithanaveragedelayof55.7secondsandav/cratioof0.91.

DuringtheSaturdayMDpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof27.0secondsandav/cratioof0.27toLOSDwithanaveragedelayof54.3secondsandav/cratioof0.64.ThenorthboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof27.2secondsandav/cratioof0.31toLOSEwithanaveragedelayof70.9secondsandav/cratioof1.03.Thesouthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof102.1secondsanda v/c ratio of 0.31 to an average delay of 386.7 seconds and a v/c ratio of 1.71. Thesouthboundthrough/right‐turnlanegroupwoulddeterioratefromLOSAwithanaveragedelayof0.1secondsandav/cratioof0.10toLOSFwithanaveragedelayof130.3secondsandav/cratioof1.24.

SlossonTerraceandBayStreet

DuringtheWeekdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof13.6secondsandav/cratioof0.51toLOSFwithanaveragedelayof103.1secondsandav/cratioof1.17.

DuringtheWeekdayPMpeakhour,thenorthboundthroughlanegroupwoulddeterioratefromLOSBwithanaveragedelayof10.1secondsandav/cratioof0.38toLOSDwithanaverage delay of 46.1 seconds and a v/c ratio of 0.86. The southbound approach woulddeterioratefromLOSBwithanaveragedelayof13.5secondsandav/cratioof0.52toLOSFwithanaveragedelayof95.5secondsandav/cratioof1.13.

DuringtheSaturdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof33.6secondsandav/cratioof0.40toLOSFwithanaveragedelayof142.3secondsandav/cratioof1.26.


14‐82


DuringtheWeekdayMDpeakhour,thewestboundthroughlanegroupwoulddeterioratefromLOSDwithanaveragedelayof43.3secondsandav/cratioof0.36toLOSFwithanaveragedelayof89.8secondsandav/cratioof0.81.

During theWeekdayPM peakhour, the southbound through/left‐turn lanegroupwoulddeterioratewithinLOSDfromanaveragedelayof43.8secondsandav/cratioof0.47toanaveragedelayof46.6secondsandav/cratioof0.56.Thesouthboundright‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof65.3secondsandav/cratioof0.78toLOSFwithanaveragedelayof84.4secondsandav/cratioof0.91.

DuringtheSaturdayMDpeakhour,thewestboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof24.9secondsandav/cratioof0.35toLOSEwithanaveragedelayof74.7secondsandav/cratioof0.84.


DuringtheWeekdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof24.8secondsandav/cratioof0.51toLOSFwithanaveragedelayof829.5secondsandav/cratioof2.78.Thesouthboundright‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof33.9secondsandav/cratioof0.32toLOSFwithanaveragedelayof93.8secondsandav/cratioof0.90.

DuringtheWeekdayPMpeakhour,eastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof42.6secondsandav/cratioof0.42toLOSEwithanaveragedelay of 72.0 seconds and a v/c ratio of 0.84. The eastbound through lane groupwoulddeterioratefromLOSCwithanaveragedelayof32.0secondsandav/cratioof0.07toLOSEwithanaveragedelayof72.9secondsandav/cratioof0.84.ThewestboundapproachwoulddeterioratefromLOSCwithanaveragedelayof31.8secondsandav/cratioof0.10toLOSEwithanaveragedelayof57.8secondsandav/cratioof0.75.Thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof21.7secondsandav/cratioof0.46toLOSFwithanaveragedelayof577.1secondsandav/cratioof2.23.

DuringtheSaturdayMDpeakhour,thenewnorthboundleft‐turnlanegroupwouldoperateatLOSFwithanaveragedelayof1,171.5secondsandav/cratioof3.55.


DuringtheWeekdayAMpeakhour,thewestboundapproachwoulddeterioratefromLOSDwithanaveragedelayof36.2secondsandav/cratioof0.44toLOSEwithanaveragedelayof56.7andav/cratioof0.86.ThenorthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof34.7secondsandav/cratioof0.78toLOSFwithanaveragedelayof82.4secondsandav/cratioof1.09.Thesouthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof26.2secondsandav/cratioof0.64toLOSFwithanaveragedelayof284.4secondsandav/cratioof1.52.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof26.0secondsandav/cratioof0.73toLOSFwithanaveragedelayof 394.1 seconds and a v/c ratio of 1.82. The southbound left‐turn lane group woulddeterioratefromLOSBwithanaveragedelayof18.6secondsandav/cratioof0.54toLOSFwithanaveragedelayof1,675.8secondsandav/cratioof4.65.


14‐83

DuringtheWeekdayPMpeakhour,thewestboundapproachwoulddeterioratefromLOSDwithanaveragedelayof37.5secondsandav/cratioof0.49toLOSEwithanaveragedelayof58.9secondsandav/cratioof0.88.ThenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof19.4secondsandav/cratioof0.52toLOSFwithanaveragedelayof118.7secondsandav/cratioof1.18.Thesouthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof26.0secondsandav/cratioof0.32toLOSFwithanaveragedelayof711.6secondsandav/cratioof2.51.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof19.1secondsandav/cratioof0.54toLOSFwithanaveragedelayof 217.9 seconds and a v/c ratio of 1.43. The southbound left‐turn lane group woulddeterioratefromLOSBwithanaveragedelayof12.9secondsandav/cratioof0.33toLOSFwithanaveragedelayof1,064.7secondsandav/cratioof3.30.


DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof48.3secondsandav/cratioof0.65toLOSFwithanaveragedelayof125.1secondsandav/cratioof0.94.Theeastboundleft/through/right‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof59.4secondsandav/cratioof0.74toLOSFwithanaveragedelayof125.2secondsandav/cratioof1.09.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof10.8secondsandav/cratioof0.32toLOSEwithanaveragedelayof64.5secondsandav/cratioof0.71.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof41.4secondsandav/cratioof0.57toLOSEwithanaveragedelayof70.6secondsandav/cratioof0.63.Theeastboundleft/through/right‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof32.7secondsandav/cratioof0.22toLOSEwithanaveragedelayof65.9secondsandav/cratioof0.61.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof11.7secondsandav/cratioof0.27toLOSEwithanaveragedelayof62.1secondsandav/cratioof0.68.

BayStreetandClintonStreet

DuringtheWeekdayMDpeakhour,thesouthboundthroughlanegroupwoulddeterioratefromLOSAwithanaveragedelayof7.6andav/cratioof0.65toLOSFwithanaveragedelayof188.1secondsandav/cratioof1.37.

DuringtheWeekdayPMpeakhour,thewestboundapproachwoulddeterioratefromLOSCwithanaveragedelayof33.6secondsandav/cratioof0.30toLOSFwithanaveragedelayof 117.0 seconds and a v/c ratio of 0.39. The southbound through lane group woulddeterioratefromLOSAwithanaveragedelayof8.1andav/cratioof0.56toLOSFwithanaveragedelayof89.3secondsandav/cratioof1.14.

DuringtheSaturdayMDpeakhour,thesouthboundthroughlanegroupwoulddeterioratefromLOSAwithanaveragedelayof7.4andav/cratioof0.57toLOSFwithanaveragedelayof222.8secondsandav/cratioof1.45.


14‐84

BayStreetandWaveStreet(signalizedintheNo‐ActionCondition)

During theWeekdayMDpeakhour, thenorthbound through/left‐turn lanegroupwouldoperate at LOS F with an average delay of 204.3 seconds and a v/c ratio of 1.38. Thesouthboundthrough/right‐turnlanegroupwouldoperateatLOSFwithanaveragedelayof215.4secondsandav/cratioof1.43.

During theWeekdayPMpeakhour, thenorthbound through/left‐turn lanegroupwouldoperate at LOS F with an average delay of 84.0 seconds and a v/c ratio of 1.11. Thesouthboundthrough/right‐turnlanegroupwouldoperateatLOSFwithanaveragedelayof110.2secondsandav/cratioof1.17.

During theSaturdayMDpeakhour, thenorthbound through/left‐turn lane groupwouldoperate at LOS F with an average delay of 141.6 seconds and a v/c ratio of 1.24. Thesouthboundthrough/right‐turnlanegroupwouldoperateatLOSFwithanaveragedelayof268.3secondsandav/cratioof1.54.

FrontStreetandProspectStreet(signalizedintheNo‐ActionCondition)

DuringtheWeekdayAMpeakhour,thewestboundapproachwouldoperateatLOSDwithanaveragedelayof45.1secondsandav/cratioof0.83.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwouldoperateatLOSEwithanaveragedelayof72.5secondsandav/cratioof1.00.ThesouthboundapproachwouldoperateatLOSFwithanaveragedelayof231.4secondsandav/cratioof1.43.

DuringtheWeekdayPMpeakhour,thenorthboundapproachwouldoperateatLOSFwithanaveragedelayof194.0secondsandav/cratioof1.34.ThesouthboundapproachwouldoperateatLOSFwithanaveragedelayof2,797.4secondsandav/cratioof7.14.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwouldoperateatLOSFwithanaveragedelayof80.4secondsandav/cratioof1.04. ThesouthboundapproachwouldoperateatLOSFwithanaveragedelayof410.8secondsandav/cratioof1.83.


DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof45.4secondsandav/cratioof0.73toLOSEwithanaveragedelayof57.7secondsandav/cratioof0.87.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratewithinLOSDfromanaveragedelayof37.2secondsandav/cratioof0.56toanaveragedelayof49.3secondsandav/cratioof0.77.

BayStreetandWaterStreet(signalizedintheNo‐ActionCondition)

DuringtheWeekdayAMpeakhour,thesouthboundapproachwouldoperateatLOSEwithanaveragedelayof67.8secondsandav/cratioof0.81.

DuringtheWeekdayMDpeakhour,thenorthboundleft‐turnlanegroupwouldoperateatLOSFwithanaveragedelayof348.4secondsandav/cratioof1.72.ThenorthboundthroughlanegroupwouldoperateatLOSEwithanaveragedelayof63.8secondsandav/cratioof1.10. The southbound approachwould operate at LOS F with an average delay of 204.5secondsandav/cratioof1.38.


14‐85

DuringtheWeekdayPMpeakhour,thewestboundapproachwouldoperateatLOSEwithanaveragedelayof79.6secondsandav/cratioof0.28.Thenorthboundleft‐turnlanegroupwouldoperateatLOSFwithanaveragedelayof921.0secondsandav/cratioof3.00.ThenorthboundthroughlanegroupwouldoperateatLOSEwithanaveragedelayof74.3secondsandav/cratioof1.01.ThesouthboundapproachwouldoperateatLOSFwithanaveragedelayof174.3secondsandav/cratioof1.31.

DuringtheSaturdayMDpeakhour,thenorthboundleft‐turnlanegroupwouldoperateatLOSFwithanaveragedelayof359.2secondsandav/cratioof1.74.ThenorthboundthroughlanegroupwouldoperateatLOSEwithanaveragedelayof61.3secondsandav/cratioof1.06. The southbound approachwould operate at LOS F with an average delay of 240.6secondsandav/cratioof1.46.

BayStreetandCanalStreet

DuringtheWeekdayAMpeakhour,thesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof15.9secondsandav/cratioof0.53toLOSEwithanaveragedelayof71.9secondsandav/cratioof0.71.

DuringtheWeekdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof21.9secondsandav/cratioof0.32toLOSFwithanaverage delay of 171.3 seconds and a v/c ratio of 0.73. Thewestbound approachwoulddeterioratefromLOSBwithanaveragedelayof17.8secondsandav/cratioof0.07toLOSFwithanaveragedelayof141.3secondsandav/cratioof0.20.ThenorthboundapproachwoulddeterioratefromLOSAwithanaveragedelayof8.1secondsandav/cratioof0.51toLOS F with an average delay of 119.4seconds and a v/c ratio of 1.22. The southboundapproachwoulddeterioratefromLOSCwithanaveragedelayof21.4secondsandav/cratioof0.66toLOSFwithanaveragedelayof1,052.7secondsandav/cratioof3.31.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof39.9secondsandav/cratioof0.47toLOSFwithanaverage delay of 82.7 seconds and a v/c ratio of 0.89. The northbound approach woulddeterioratefromLOSAwithanaveragedelayof8.4secondsandav/cratioof0.48toLOSFwithanaveragedelayof84.1secondsandav/cratioof1.13. ThesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof19.3secondsandav/cratioof0.65toLOSFwithanaveragedelayof1,303.9secondsandav/cratioof3.86.

DuringtheSaturdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof22.3secondsandav/cratioof0.35toLOSFwithanaverage delay of 145.5 seconds and a v/c ratio of 0.62. Thewestbound approachwoulddeterioratefromLOSBwithanaveragedelayof17.6secondsandav/cratioof0.05toLOSFwithanaveragedelayof134.0secondsandav/cratioof0.20.ThenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof9.3secondsandav/cratioof0.42toLOSFwithanaveragedelayof97.7secondsandav/cratioof1.17.ThesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof19.2secondsandav/cratioof0.59toLOSFwithanaveragedelayof1,167.3secondsandav/cratioof3.56.

BayStreetandBroadStreet

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSAwithanaveragedelayof9.5secondsandav/cratioof0.47toLOSFwithanaveragedelayof 1,234.7 seconds and a v/c ratio of 3.71. The southbound through lane group would


14‐86

deterioratefromLOSBwithanaveragedelayof11.8secondsandav/cratioof0.56toLOSFwithanaveragedelayof136.3secondsandav/cratioof1.25.

DuringtheWeekdayPMpeakhour,thenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof13.1secondsandav/cratioof0.41toLOSFwithanaveragedelayof 1,091.2 seconds and a v/c ratio of 3.39. The southbound through lane group woulddeterioratefromLOSAwithanaveragedelayof6.8secondsandav/cratioof0.51toLOSEwithanaveragedelayof62.0secondsandav/cratioof1.07.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSAwithanaveragedelayof7.0secondsandav/cratioof0.38toLOSFwithanaveragedelayof 1,024.5 seconds and a v/c ratio of 3.24. The southbound through lane group woulddeterioratefromLOSBwithanaveragedelayof10.4secondsandav/cratioof0.50toLOSFwithanaveragedelayof180.6secondsandav/cratioof1.35.


DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof47.1secondsandav/cratioof0.43toLOSEwithanaveragedelayof56.2secondsandav/cratioof0.55.Theeastboundthrough/right‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof53.8secondsandav/cratioof0.75toLOSEwithanaveragedelayof60.2secondsandav/cratioof0.82.Thewestboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof47.1secondsandav/cratioof0.41toLOSEwithanaveragedelayof60.5secondsandav/cratioof0.59.Thewestboundthrough/right‐turnlanegroupwoulddeterioratewithinLOSDfromanaveragedelayof46.1secondsandav/cratioof0.60toanaveragedelayof50.2secondsandav/cratioof0.69.

DuringtheWeekdayMDpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratewithinLOSDfromanaveragedelayof35.2secondsandav/cratioof0.46toanaveragedelayof51.5secondsandav/cratioof0.69.ThesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof14.2secondsandav/cratioof0.64toLOSFwithanaveragedelayof105.3secondsandav/cratioof1.17.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof76.3secondsandav/cratioof0.67toLOSFwithanaveragedelayof150.8secondsandav/cratioof0.99.Theeastboundthrough/right‐turnlanegroupwoulddeterioratewithinLOSDfromanaveragedelayof50.5secondsandav/cratioof0.66toanaveragedelayof54.2secondsandav/cratioof0.72.Thewestboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof50.4secondsandav/cratioof0.47toLOSEwithanaveragedelayof68.4secondsandav/cratioof0.70.Thewestboundthrough/right‐turnlanegroupwoulddeterioratewithinLOSEfromanaveragedelayof62.0secondsandav/cratioof0.83toanaveragedelayof76.6secondsandav/cratioof0.93.ThesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof12.2secondsandav/cratioof0.63secondstoLOSDwithanaveragedelayof47.0secondsandav/cratioof1.05.

DuringtheSaturdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof13.2secondsandav/cratioof0.51toLOSEwithanaveragedelayof65.3secondsandav/cratioof1.07.


14‐87

VictoryBoulevardandJerseyStreet

DuringtheWeekdayMDpeakhour,thewestboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof22.6secondsandav/cratioof0.60toLOSEwithanaveragedelayof70.0secondsandav/cratioof1.05.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSBwithanaveragedelayof10.1secondsandav/cratioof0.21toLOSEwithanaveragedelayof66.3secondsandav/cratioof0.94.ThewestboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof23.5secondsandav/cratioof0.57toLOSEwithanaveragedelayof79.3secondsandav/cratioof0.91.

DuringtheSaturdayMDpeakhour,thewestboundthroughlanegroupwoulddeterioratefromLOSAwithanaveragedelayof4.7secondsandav/cratioof0.48toLOSDwithanaveragedelayof50.2secondsandav/cratioof1.00.


DuringtheWeekdayAMpeakhour,thenorthboundthroughlanegroupwouldoperateatLOSEwithanaveragedelayof74.4secondsandav/cratioof0.58.

DuringtheWeekdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSBwithanaveragedelayof16.0secondsandav/cratioof0.32toLOSDwithanaveragedelayof52.2secondsandav/cratioof0.78.ThesouthboundthroughlanegroupwoulddeterioratefromLOSBwithanaveragedelayof14.4secondsandav/cratioof0.47toLOSEwithanaveragedelayof75.8secondsandav/cratioof0.83.

DuringtheWeekdayPMpeakhour,thesouthboundthroughlanegroupwoulddeterioratefromLOSBwithanaveragedelayof11.2secondsandav/cratioof0.49toLOSEwithanaveragedelayof74.1secondsandav/cratioof0.82.

DuringtheSaturdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSBwithanaveragedelayof15.5secondsandav/cratioof0.34toLOSEwithanaveragedelayof67.8secondsandav/cratioof0.92.ThesouthboundthroughlanegroupwoulddeterioratefromLOSBwithanaveragedelayof15.3secondsandav/cratioof0.34toLOSEwithanaveragedelayof64.8secondsandav/cratioof0.78.


DuringtheWeekdayAMpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof89.7secondsandav/cratioof0.65toanaveragedelayof91.9secondsandav/cratioof0.74.

DuringtheWeekdayMDpeakhour,thewestboundleft‐turnlanegroupwouldoperateatLOSEwithanaveragedelayof56.0secondsandav/cratioof0.78.

DuringtheWeekdayPMpeakhour,thewestboundleft‐turnlanegroupwouldoperateatLOSEwithanaveragedelayof77.9secondsandav/cratioof0.75.

DuringtheSaturdayMDpeakhour,thewestboundleft‐turnlanegroupwouldoperateatLOSEwithanaveragedelayof68.3secondsandav/cratioof0.66.


14‐88

BroadStreetandTargeeStreet

DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof34.8secondsandav/cratioof0.44toLOSDwithanaveragedelayof47.4secondsandav/cratioof0.55.ThenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof18.6secondsandav/cratioof0.56toLOSDwithanaveragedelayof52.5secondsandav/cratioof0.98.


DuringtheWeekdayAMpeakhour,thenorthboundapproachwoulddeterioratefromLOSEwithanaveragedelayof59.4secondsandav/cratioof0.85toLOSFwithanaveragedelayof177.2secondsandav/cratioof1.26.ThesouthboundapproachwoulddeterioratefromLOSEwithanaveragedelayof61.7secondsandav/cratioof0.92toLOSFwithanaveragedelayof99.8secondsandav/cratioof1.08.

DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof26.1secondsandav/cratioof0.70toLOSEwithanaveragedelayof63.3secondsandav/cratioof1.00.ThenorthboundapproachwoulddeterioratefromLOSDwithanaveragedelayof42.2secondsandav/cratioof0.79toLOSFwithanaveragedelayof162.3secondsandav/cratioof1.25.ThesouthboundapproachwoulddeterioratefromLOSDwithanaveragedelayof40.8secondsandav/cratioof0.81toLOSEwithanaveragedelayof69.1secondsandav/cratioof0.99.

DuringtheWeekdayPMpeakhour,thenorthboundapproachwoulddeterioratefromLOSDwithanaveragedelayof40.6secondsandav/cratioof0.66toLOSEwithanaveragedelayof79.9secondsandav/cratioof0.99.

BayStreetandVanderbiltAvenue

DuringtheWeekdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSBwithanaveragedelayof10.4secondsandav/cratioof0.54toLOSFwithanaveragedelayof1,912.8secondsandav/cratioof5.20.ThesouthboundthroughlanegroupwoulddeterioratefromLOSAwithanaveragedelayof6.7secondsandav/cratioof0.52toLOSFwithanaveragedelayof105.3secondsandav/cratioof1.20.

DuringtheWeekdayPMpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSAwithanaveragedelayof7.9secondsandav/cratioof0.49toLOSFwithanaveragedelayof508.0secondsandav/cratioof2.07.

DuringtheSaturdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSBwithanaveragedelayof10.6secondsandav/cratioof0.46toLOSFwithanaveragedelayof3,246.2secondsandav/cratioof8.16.ThesouthboundthroughlanegroupwoulddeterioratefromLOSAwithanaveragedelayof7.0secondsandav/cratioof0.45toLOSFwithanaveragedelayof145.4secondsandav/cratioof1.28.


DuringtheWeekdayAMpeakhour,thewestboundapproachwoulddeterioratefromLOSDwithanaveragedelayof47.2secondsandav/cratioof0.60toLOSFwithanaveragedelayof100.6secondsandav/cratioof1.01.Thenorthboundapproachwoulddeterioratefrom


14‐89

LOSCwithanaveragedelayof32.1secondsandav/cratioof0.68toLOSFwithanaveragedelayof176.2secondsandav/cratioof1.31.

DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof36.3secondsandav/cratioof0.48toLOSFwithanaveragedelayof81.1secondsandav/cratioof1.03.ThewestboundapproachwoulddeterioratefromLOSDwithanaveragedelayof37.2secondsandav/cratioof0.56toLOSEwithanaveragedelayof66.8secondsandav/cratioof0.90.ThenorthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof29.0secondsandav/cratioof0.73toLOSFwithanaveragedelayof1,762.1secondsandav/cratioof4.89.ThesouthboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof30.8secondsandav/cratioof0.57toLOSFwithanaveragedelayof97.0secondsandav/cratioof1.12.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof32.2secondsandav/cratioof0.39toLOSFwithanaveragedelayof95.8secondsandav/cratioof1.09.ThewestboundapproachwoulddeterioratefromLOSDwithanaveragedelayof45.5secondsandav/cratioof0.58toLOSFwithanaveragedelayof89.2secondsandav/cratioof0.98.ThenorthboundapproachwoulddeterioratefromLOSDwithanaveragedelayof43.0secondsandav/cratioof0.66toLOSFwithanaveragedelayof1,326.7secondsandav/cratioof3.91.ThesouthboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof28.5secondsandav/cratioof0.62toLOSFwithanaveragedelayof85.3secondsandav/cratioof1.08.

DuringtheSaturdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSBwithanaveragedelayof10.7secondsandav/cratioof0.40toLOSEwithanaveragedelayof77.9secondsandav/cratioof1.06.ThenorthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof24.6secondsandav/cratioof0.59toLOSFwithanaveragedelayof1,540.4secondsandav/cratioof4.39.ThesouthboundthroughlanegroupwoulddeterioratefromLOSCwithanaveragedelayof26.3secondsandav/cratioof0.47toLOSFwithanaveragedelayof90.6secondsandav/cratioof1.10.

BayStreetandSchoolRoad

DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof40.7secondsandav/cratioof0.70toLOSFwithanaveragedelayof93.1secondsandav/cratioof1.06.

DuringtheWeekdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof40.1secondsandav/cratioof0.78toLOSFwithanaveragedelayof195.2secondsandav/cratioof1.35.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof40.1secondsandav/cratioof0.81toLOSFwithanaveragedelayof233.4secondsandav/cratioof1.44.

DuringtheSaturdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof34.6secondsandav/cratioof0.69toLOSFwithanaveragedelayof210.7secondsandav/cratioof1.39.


14‐90

Table14‐29:SignalizedLevelofServiceAnalysis–WeekdayAMPeakHourExistingvs.No‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.63 5.2 A 82 TR 0.77 9.2 A 332

Westbound LT 0.52 29.1 C 541 LT 0.88 37.3 D 634Northbound LR 0.23 36.7 D 102 LR 0.25 37.1 D 112

16.9 B 22.7 CRichmond Terrace and Jersey Street

Eastbound L 0.00 8.0 A 0 L 1.07 87.4 F 197TR 0.96 34.4 C 896 TR 0.70 7.4 A 332

Westbound LT 0.92 42.3 D 674 LT 1.06 68.6 E 941R 0.01 10.0 A 2 R 0.00 7.7 A 1

Northbound L 0.06 25.1 C 28 L 0.09 35.6 D 37TR 0.07 35.8 D 33 TR 0.26 38.3 D 102

Southbound L 0.01 24.4 C 11 L 0.01 34.0 C 11TR 0.01 35.0 C 9 TR 0.08 35.3 D 43

37.2 D 45.9 DRichmond Terrace and Westervelt Avenue

Eastbound TR 0.84 12.6 B 151 TR 0.78 13.9 B 231Westbound LT 0.54 25.3 C 450 LT 0.71 47.0 D 636Northbound LR 0.33 34.3 C 143 LR 0.37 35.0 D 158

19.1 B 29.9 CHamilton Avenue and Richmond Terrace

Northbound LT 0.44 5.0 A 46 LT 0.71 13.2 B 139Southbound TR 0.34 9.7 A 72 TR 0.39 9.0 A 87

7.4 A 11.2 BWall Street and Richmond Terrace

Eastbound LTR 0.60 50.5 D 198Westbound LTR 0.02 26.0 C 13 LTR 0.18 28.8 C 75

L 0.23 29.9 C 71Northbound TR 0.34 2.2 A 15 T 0.48 11.7 B 134

R 0.29 10.9 B 63Southbound LT 0.75 16.9 B 325 LTR 0.46 7.4 A 43

15.8 B 11.4 BRichmond Terrace and Ferry Terminal (bus)

Westbound L 0.35 37.8 D 151 L 0.47 45.7 D 173R 0.32 38.4 D 92 R 0.41 45.5 D 108

Northbound T 0.46 18.1 B 96 T 0.41 13.2 B 80Southbound T 0.30 14.0 B 134 T 0.63 85.6 F 478

19.8 B 50.2 DRichmond Terrace and Ferry Terminal (parking lot)

Westbound L 0.54 39.8 D 286 L 0.74 55.7 E 315R 0.32 131.2 F 143 R 0.20 11.8 B 47

Northbound T 0.31 19.9 B 129 T 0.78 39.0 D 257R 0.29 2.3 A 12 R 0.35 16.1 B 209R 0.25 2.4 A 7 R 0.32 15.4 B 121

Southbound L 0.74 106.6 F 329 L 5.82 2211.1 F 573TR 0.14 0.1 A 0 TR 0.55 2.6 A 5

37.6 D 285.6 FBay Street and Slosson Terrace

Eastbound LR 0.09 32.7 C 40 LR 0.10 32.7 C 41Northbound L 0.54 14.6 B 87 L 0.69 30.0 C 158

T 0.47 15.2 B 203 T 0.66 14.1 B 254Southbound TR 0.56 13.5 B 133 TR 0.71 19.9 B 314

14.7 B 18.4 BVictory Boulevard and Bay Street/St. Marks Place

Eastbound TR 0.45 4.5 A 35 TR 0.35 6.2 A 56R 0.09 2.3 A 6 R 0.36 6.3 A 43

Westbound T 0.33 10.2 B 163 T 0.44 16.8 B 248L 0.07 4.6 A 11 L 0.07 4.9 A 11

Southbound LT 0.39 41.7 D 149 LT 0.44 42.8 D 166R 0.31 40.9 D 106 R 0.35 41.9 D 115

14.1 B 16.6 B

Intersection

Intersection

Intersection

Intersection

Intersection

No-Action Conditions

Intersection

Intersection

Intersection

Intersection

11

Intersection

10

Intersection

9

Intersection

1

Intersection

Existing Conditions

#Intersection &

Approach

8

Intersection

7

Intersection

5

Intersection

3

Intersection

2

Intersection


14‐91

Table14‐29(con’t):SignalizedLevelofServiceAnalysis–WeekdayAMPeakHourExistingvs.No‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.79 43.1 D 323 L 0.58 31.3 C 197

TR 0.05 17.0 B 21 LT 0.58 31.4 C 198Westbound LTR 0.04 30.8 C 29 LTR 0.09 31.8 C 45Northbound L 0.88 32.8 C 123

TR 0.67 17.6 B 243LTR 0.83 17.5 B 260

Southbound LT 0.36 3.0 A 23 LT 0.53 7.1 A 43R 0.29 3.4 A 19 R 0.36 7.0 A 30

15.7 B 17.1 BBay Street and Hannah Street

Eastbound LTR 0.08 30.1 C 53 LTR 0.09 30.2 C 57Westbound LTR 0.44 36.2 D 227 LTR 0.86 56.7 E 518Northbound LTR 0.78 34.7 C 461 LTR 1.09 82.4 F 352Southbound L 0.64 26.2 C 97 L 1.52 284.4 F 436

T 0.22 9.8 A 67 T 0.39 8.2 A 104R 0.13 4.2 A 13 R 0.17 2.1 A 16

25.7 C 71.8 EFront Street and Hannah Street

Eastbound TR 0.32 4.0 A 61Westbound LT 0.08 13.2 B 45Northbound LR 0.56 23.9 C 264

15.0 BBay Street and Swan Street/Van Duzer Street

Eastbound L 0.65 48.3 D 252 L 0.94 125.1 F 362LTR 0.74 59.4 E 338 LTR 1.09 125.2 F 488

Westbound LTR 0.02 29.7 C 11 LTR 0.03 30.0 C 11Northbound LTR 0.34 6.8 A 48 LTR 0.45 6.8 A 46Southbound LTR 0.37 9.7 A 95 LTR 0.45 11.2 B 111

22.5 C 42.4 DVan Duzer Street and Clinton Street

Westbound TR 0.20 42.0 D 62 TR 0.22 41.1 D 60Northbound LT 0.55 11.6 B 239 LT 0.64 13.8 B 305

14.8 B 16.5 BBay Street and Clinton Street

Westbound LTR 0.10 30.3 C 54 LTR 0.11 30.6 C 59Northbound L 0.04 9.9 A 13 L 0.07 20.3 C 17

TR 0.30 11.1 B 124 TR 0.41 24.6 C 305Southbound L 0.12 10.3 B 43 L 0.17 12.3 B 51

TR 0.68 24.2 C 423 TR 0.84 33.8 C 56318.5 B 29.0 C

Bay Street and Wave StreetWestbound LTR 0.18 28.4 C 53Northbound LT 0.54 18.7 B 264

R 0.11 14.0 B 43Southbound L 0.26 7.0 A 23

TR 0.85 23.5 C 80720.8 C

Front Street and Wave StreetEastbound LR 0.30 19.3 B 68

Northbound LT 0.66 5.0 A 29Southbound TR 0.40 10.7 B 116

8.7 AFront Street and Prospect Street

Eastbound LTR 0.26 21.8 C 47Westbound LTR 0.83 45.1 D 227Northbound TR 0.77 41.6 D 218Southbound LT 0.83 31.7 C 301

37.9 D

24

Intersection

Intersection

Intersection


Intersection

25

26

20

Intersection

Intersection

Intersection

19

Intersection

14

15

Intersection

Intersection

Intersection

13

Intersection

12


Existing Conditions

#Intersection &

Approach


14‐92


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.73 45.4 D 294 LT 0.87 57.7 E 391

Westbound TR 0.22 28.4 C 95 TR 0.25 28.9 C 106Northbound L 0.28 14.9 B 149 L 0.32 15.5 B 172

TR 0.77 28.4 C 530 TR 0.88 37.0 D 73129.8 C 37.2 D

Bay Street and Water StreetWestbound LTR 0.20 32.9 C 85Northbound L 0.56 24.5 C 73

T 0.60 24.7 C 277Southbound TR 0.81 67.8 E 299

47.0 DBay Street and Canal Street

Eastbound L 0.28 34.6 C 99 L 0.34 38.1 D 112TR 0.16 31.5 C 77 TR 0.20 32.2 C 89

Westbound LTR 0.03 29.5 C 24 LTR 0.18 29.8 C 49Northbound TR 0.40 4.0 A 44 TR 0.61 8.2 A 81Southbound LT 0.53 15.9 B 319 LT 0.71 71.9 E 694

13.9 B Intersection 40.6 DFront Street and Canal Street

Eastbound LR 0.39 24.1 C 79Northbound LT 0.42 11.0 B 122Southbound TR 0.55 10.9 B 92

13.0 BBay Street and Broad Street

Eastbound LR 0.23 39.6 D 134 LR 0.34 41.0 D 186Northbound LT 0.42 12.2 B 161 LT 0.62 18.9 B 332Southbound T 0.53 10.9 B 131 T 0.71 11.0 B 221

R 0.06 8.3 A 20 R 0.12 6.9 A 3514.1 B 16.8 B

Richmond Terrace and Clove RoadEastbound LT 0.78 17.6 B 439 LT 0.89 27.9 C 895

R 0.14 4.1 A 20 R 0.16 4.4 A 27Westbound L 0.33 10.8 B 26 L 0.56 25.1 C 56

TR 0.50 10.4 B 216 TR 0.57 12.4 B 284Northbound LTR 0.38 37.1 D 170 LTR 0.44 38.4 D 193

16.2 B 22.5 CVictory Boulevard and Cebra Avenue

Eastbound L 0.43 47.1 D 83 L 0.55 56.2 E 95TR 0.75 53.8 D 273 TR 0.82 60.2 E 304

Westbound L 0.41 47.1 D 81 L 0.59 60.5 E 112TR 0.60 46.1 D 252 TR 0.69 50.2 D 292

Northbound LT 0.54 13.5 B 208 LT 0.66 16.2 B 284R 0.09 9.6 A 20 R 0.11 10.0 A 30

Southbound LTR 0.47 14.6 B 161 LTR 0.68 19.7 B 473

27.9 C 31.8 C 0Victory Boulevard and Jersey Street

Eastbound L 0.13 8.0 A 27 L 0.18 8.1 A 27T 0.56 10.9 B 209 T 0.68 12.1 B 238

Westbound T 0.40 22.4 C 258 T 0.50 21.2 C 303R 0.06 15.3 B 0 R 0.10 13.3 B 47

Southbound LR 0.35 37.7 D 128 LR 0.47 40.9 D 17217.3 B 18.0 B

Victory Boulevard and Forest AvenueEastbound LR 0.61 40.9 D 213 LR 0.72 44.1 D 253

Northbound L 0.20 13.6 B 65 L 0.24 14.5 B 74T 0.48 74.9 E 286 T 0.58 74.4 E 373

Southbound T 0.34 19.3 B 160 T 0.40 21.3 C 186R 0.27 4.2 A 15 R 0.32 4.1 A 22

39.5 D 41.0 D


Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

38

Intersection

30

36

Intersection

35

Intersection

Intersection

28

32

Intersection

31

Intersection

Intersection

29

Intersection

27

Intersection

Existing Conditions

#Intersection &

Approach


14‐93


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Broad Street and Canal StreetEastbound L 0.21 12.9 B 76 L 0.24 12.3 B 97

TR 0.39 15.7 B 187 TR 0.47 15.9 B 219Westbound LTR 0.13 13.8 B 70 LTR 0.16 16.9 B 86Northbound L 0.33 38.4 D 82 L 0.47 44.2 D 102

TR 0.47 39.2 D 174 TR 0.54 41.2 D 199Southbound LT 0.34 36.1 D 141 LT 0.39 37.2 D 161

25.2 C 26.5 CBroad Street and Van Duzer Street

Westbound L 0.65 89.7 F 173 L 0.74 91.9 F 225Southbound L 0.20 4.2 A 78 L 0.27 6.4 A 122

T 0.42 5.7 A 199 T 0.50 8.8 A 30116.6 B 22.0 C

Broad Street and Targee StreetEastbound LT 0.44 34.8 C 221 LT 0.55 47.4 D 336

Westbound TR 0.24 40.6 D 131 TR 0.36 41.7 D 193Northbound LTR 0.56 18.6 B 271 LT 0.98 52.5 D 834

R 0.45 18.5 B 18823.8 C 44.4 D

Vanderbilt Avenue and Tompkins AvenueEastbound LTR 0.72 28.3 C 493 LTR 0.88 40.4 D 741

Westbound LTR 0.29 15.2 B 100 LTR 0.43 15.2 B 145Northbound LTR 0.85 59.4 E 308 LTR 1.26 177.2 F 476Southbound LTR 0.92 61.7 E 467 LTR 1.08 99.8 F 587

42.5 D 79.8 EBay Street and Vanderbilt Avenue

Eastbound L 0.28 21.5 C 69 L 0.44 24.7 C 96R 0.34 22.4 C 79 R 0.44 24.9 C 89

Northbound LT 0.47 2.5 A 14 LT 0.74 13.9 B 235Southbound T 0.48 23.2 C 318 T 0.63 28.8 C 491

R 0.18 6.8 A 69 R 0.25 5.9 A 7714.2 B 20.2 C

Bay Street and Edgewater DriveWestbound LR 0.55 47.7 D 236 LR 0.42 34.5 C 182Northbound TR 0.59 16.7 B 227 TR 0.37 8.5 A 70Southbound T 0.62 21.4 C 355 T 0.69 12.3 B 361

Northwestbound LTR 0.42 17.0 B 82 R 0.19 0.5 A 023.7 C 14.9 B

Bay Street and Hylan BoulevardEastbound LTR 0.47 19.5 B 122 LTR 0.73 29.8 C 208

Westbound LTR 0.60 47.2 D 226 LTR 1.02 100.6 F 449Northbound LTR 0.68 32.1 C 494 LTR 1.31 176.2 F 696Southbound T 0.58 18.9 B 113 T 0.82 39.1 D 546

R 0.15 4.2 A 15 R 0.26 10.0 A 6726.1 C 85.5 F

Bay Street and School RoadEastbound L 0.70 40.7 D 342 L 1.06 93.1 F 660

TR 0.13 13.5 B 44 TR 0.14 13.3 B 48Westbound LTR 0.00 23.5 C 7 LTR 0.00 23.5 C 7Northbound LTR 0.08 13.5 B 43 LTR 0.09 13.6 B 47Southbound LTR 0.10 7.8 A 33 LTR 0.09 6.4 A 20

R 0.52 3.2 A 34 R 0.70 3.9 A 3017.9 B 37.9 D

Intersection

44

Intersection

43

Intersection

42

Intersection

49

Intersection

Intersection

Intersection

Intersection

48

Intersection

Notes: L = Left Turn, T = Through, R = Right Turn, DefL = Defacto Left Turn, LOS = Level of Service, "+" implies a significant adverse impact.

Intersection

47

Intersection

45

Intersection


Intersection

Intersection

Intersection

41

Intersection

Existing Conditions

#Intersection &

Approach


14‐94

Table14‐29(con’t):SignalizedLevelofServiceAnalysis–WeekdayMDPeakHourExistingvs.No‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.38 4.9 A 147 TR 0.66 11.7 B 366

Westbound LT 0.49 2.5 A 29 LT 0.91 11.8 B 129Northbound LR 0.17 35.8 D 73 LR 0.19 36.2 D 81

5.6 A 12.8 BRichmond Terrace and Jersey Street

Eastbound L 0.02 11.6 B 5 L 0.66 37.6 D 111TR 0.56 22.3 C 398 TR 0.78 27.1 C 558

Westbound LT 0.71 24.8 C 355 LT 1.44 227.7 F 1256R 0.00 11.5 B 1 R 0.02 8.5 A 4

Northbound L 0.06 27.1 C 29 L 0.10 34.5 C 37TR 0.07 35.1 D 38 TR 0.18 35.4 D 83


24.0 C 118.0 FRichmond Terrace and Westervelt Avenue

Eastbound TR 0.51 12.5 B 137 TR 0.81 20.9 C 346Westbound LT 0.44 23.2 C 192 LT 0.80 71.4 E 424Northbound LR 0.41 35.9 D 168 LR 0.45 37.0 D 186

20.8 C 44.9 DHamilton Avenue and Richmond Terrace

Northbound LT 0.37 4.9 A 45 LT 0.90 22.7 C 526Southbound TR 0.23 8.3 A 71 TR 0.43 12.1 B 153

6.3 A 18.3 BWall Street and Richmond Terrace

Eastbound LTR 0.53 47.3 D 153Westbound LTR 0.03 22.9 C 21 LTR 0.86 66.0 E 376

L 0.98 93.5 F 350Northbound TR 0.32 8.3 A 46 T 0.56 10.4 B 337

R 0.51 11.5 B 292Southbound LT 0.52 36.8 D 391 LTR 0.59 14.6 B 95

25.4 C 27.4 CRichmond Terrace and Ferry Terminal (bus)

Westbound L 0.26 32.9 C 95 L 0.98 134.0 F 165R 0.16 36.5 D 52 R 0.46 51.0 D 63

Northbound T 0.46 10.7 B 54 T 0.66 19.0 B 57Southbound T 0.22 5.3 A 48 T 0.88 65.2 E 521


Westbound L 0.26 31.9 C 131 L 0.53 48.4 D 95R 0.16 127.3 F 79 R 0.11 15.8 B 19

Northbound T 0.37 34.4 C 170 T 0.98 64.6 E 429R 0.11 7.9 A 50 R 0.18 17.0 B 58R 0.16 8.8 A 46 R 0.20 17.5 B 32

Southbound L 0.31 96.9 F 148 L 1.80 425.3 F 92TR 0.13 0.1 A 0 TR 1.11 69.4 E 882

31.5 C 74.0 EBay Street and Slosson Terrace

Eastbound LR 0.16 24.6 C 54 LR 0.17 24.7 C 56Northbound L 0.34 8.9 A 26 L 0.61 31.2 C 61

T 0.36 8.3 A 57 T 0.90 15.7 B 180Southbound TR 0.51 13.6 B 196 TR 1.17 103.1 F 689

11.7 B 59.8 EVictory Boulevard and Bay Street/St. Marks Place

Eastbound TR 0.37 17.8 B 154 TR 0.42 18.5 B 188R 0.04 15.3 B 23 R 0.45 18.6 B 167

Westbound T 0.36 43.3 D 279 T 0.81 89.8 F 382L 0.08 23.5 C 44 L 0.11 18.8 B 18

Southbound LT 0.46 30.1 C 147 LT 0.53 31.9 C 171R 0.41 30.6 C 95 R 0.49 33.3 C 107

30.3 C 50.2 D

2


3


#Intersection &

Approach

Existing Conditions No-Action Conditions

1


8


9


5


7


10


11



14‐95


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.32 28.0 C 64 L 0.62 31.5 C 186

TR 0.05 22.7 C 19 LT 0.61 30.6 C 144Westbound LTR 0.06 21.6 C 31 LTR 0.35 26.7 C 93Northbound L 0.51 24.8 C 103 L 2.78 829.5 F 176

TR 0.82 30.2 C 460 TR 0.86 26.3 C 172

Southbound LT 0.36 32.9 C 185 LT 0.90 41.9 D 318R 0.32 33.9 C 155 R 0.90 93.8 F 225

30.4 C 98.4 FBay Street and Hannah Street

Eastbound LTR 0.06 17.6 B 32 LTR 0.07 17.8 B 35Westbound LTR 0.34 21.0 C 153 LTR 0.67 15.2 B 76Northbound LTR 0.73 26.0 C 288 LTR 1.82 394.1 F 799Southbound L 0.54 18.6 B 138 L 4.65 1675.8 F 429

T 0.23 8.9 A 43 T 0.73 11.9 B 142R 0.23 4.1 A 20 R 0.30 3.0 A 1

18.1 B 0 321.1 F 0Front Street and Hannah Street

Eastbound TR 0.38 10.2 B 0Westbound LT 0.10 13.4 B 47Northbound LR 0.52 23.1 C 243

16.2 B 0Bay Street and Swan Street/Van Duzer Street

Eastbound L 0.50 26.2 C 177 L 0.61 31.9 C 185LTR 0.21 20.6 C 76 LTR 0.60 31.6 C 177

Westbound LTR 0.00 17.5 B 5 LTR 0.00 17.5 B 5Northbound LTR 0.32 10.8 B 127 LTR 0.71 64.5 E 309Southbound LTR 0.40 5.0 A 31 LTR 0.83 17.3 B 146

11.6 B 37.5 DVan Duzer Street and Clinton Street

Westbound TR 0.27 27.8 C 65 TR 0.36 34.4 C 62Northbound LT 0.38 7.7 A 108 LT 0.50 9.3 A 152


Westbound LTR 0.21 22.0 C 79 LTR 0.29 23.7 C 89Northbound L 0.08 10.6 B 19 L 0.41 20.1 C 11

TR 0.31 9.5 A 89 TR 0.66 18.0 B 138Southbound L 0.14 3.2 A 13 L 0.35 7.9 A 12

TR 0.65 7.6 A 201 TR 1.37 188.1 F 12369.6 A 101.7 F

Bay Street and Wave StreetWestbound LTR 0.31 25.4 C 77Northbound LT 1.38 204.3 F 826

R 0.13 13.6 B 26Southbound L 0.84 41.2 D 17

TR 1.43 215.4 F 658196.0 F




Eastbound LTR 0.20 21.5 C 43Westbound LTR 0.29 22.4 C 65Northbound TR 1.00 72.5 E 369Southbound LT 1.43 231.4 F 380

133.2 F

#Intersection &

Approach


12


13


19


20


14

Intersection

15


26

Intersection

24

Intersection

25

Intersection


14‐96


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.58 31.2 C 161 LT 0.77 41.3 D 215


TR 0.57 17.3 B 242 TR 0.69 21.0 C 32620.1 C 24.3 C

Bay Street and Water StreetWestbound LTR 0.28 26.8 C 81Northbound L 1.72 348.4 F 89

T 1.10 63.8 E 187Southbound TR 1.38 204.5 F 897

147.8 FBay Street and Canal Street

Eastbound L 0.32 21.9 C 97 L 0.73 171.3 F 186TR 0.14 18.8 B 59 TR 0.24 20.9 C 73

Westbound LTR 0.07 17.8 B 31 LTR 0.20 141.3 F 51Northbound TR 0.51 8.1 A 57 TR 1.22 119.4 F 59Southbound LT 0.66 21.4 C 335 LT 3.31 1052.7 F 618

16.3 B Intersection 547.2 FFront Street and Canal Street



Eastbound LR 0.10 26.7 C 49 LR 0.25 26.7 C 107Northbound LT 0.47 9.5 A 131 LT 3.71 1234.7 F 239Southbound T 0.56 11.8 B 146 T 1.25 136.3 F 114

R 0.08 9.5 A 22 R 0.20 14.3 B 1511.5 B 574.6 F

Richmond Terrace and Clove RoadEastbound LT 0.44 11.6 B 351 LT 0.65 18.4 B 539


TR 0.60 27.9 C 549 TR 0.85 37.6 D 826Northbound LTR 0.40 37.4 D 171 LTR 0.47 39.4 D 202

21.1 C 28.0 CVictory Boulevard and Cebra Avenue

Eastbound L 0.23 28.9 C 39 L 0.30 31.8 C 43TR 0.69 38.2 D 215 TR 0.76 42.7 D 240

Westbound L 0.46 35.2 D 78 L 0.69 51.5 D 120TR 0.63 35.0 D 217 TR 0.73 40.2 D 262

Northbound LTR 0.50 18.7 B 234 LTR 0.90 35.4 D 616

Southbound LTR 0.64 14.2 B 194 LTR 1.17 105.3 F 579

24.8 C 62.9 EVictory Boulevard and Jersey Street

Eastbound L 0.17 9.0 A 17 L 0.78 43.6 D 36T 0.56 13.4 B 116 T 0.98 39.7 D 485

Westbound T 0.60 22.6 C 316 T 1.05 70.0 E 700R 0.12 14.5 B 48 R 0.19 13.8 B 67

Southbound LR 0.28 23.6 C 85 LR 0.50 28.3 C 14618.4 B 50.1 D

Victory Boulevard and Forest AvenueEastbound LR 0.36 26.1 C 109 LR 0.45 27.5 C 138

Northbound L 0.32 16.0 B 79 L 0.78 52.2 D 171T 0.37 15.0 B 163 T 0.69 22.1 C 366

Southbound T 0.47 14.4 B 120 T 0.83 75.8 E 349R 0.29 2.4 A 6 R 0.39 2.9 A 10

15.3 B 39.2 D

#Intersection &

Approach


27


31


32


28

Intersection

29

Intersection

30

Intersection

38


35


36



14‐97


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Broad Street and Canal StreetEastbound L 0.22 8.4 A 43 L 0.31 10.4 B 65

TR 0.24 8.4 A 61 TR 0.34 9.8 A 95Westbound LTR 0.21 15.0 B 114 LTR 0.30 20.0 C 144Northbound L 0.31 26.2 C 76 L 0.49 33.0 C 98

TR 0.51 29.6 C 170 TR 0.63 33.6 C 211Southbound LT 0.27 24.4 C 104 LT 0.37 26.2 C 136

19.5 B 22.6 CBroad Street and Van Duzer Street

Westbound L 0.69 67.2 E 158 L 0.78 56.0 E 168Southbound L 0.13 5.8 A 51 L 0.18 8.9 A 76

T 0.49 8.8 A 215 T 0.60 14.3 B 31421.2 C 25.0 C

Broad Street and Targee StreetEastbound TR 0.26 31.2 C 128 TR 0.33 29.8 C 155

Westbound TR 0.38 23.4 C 134 TR 0.58 29.9 C 227Northbound LTR 0.44 13.4 B 140 LT 0.77 24.7 C 355

R 0.40 14.3 B 11317.8 B 24.6 C

Vanderbilt Avenue and Tompkins AvenueEastbound LTR 0.70 26.1 C 312 LTR 1.00 63.3 E 552

Westbound LTR 0.45 9.2 A 77 LTR 0.78 9.9 A 71Northbound LTR 0.79 42.2 D 285 LTR 1.25 162.3 F 463Southbound LTR 0.81 40.8 D 382 LTR 0.99 69.1 E 497

29.9 C 72.3 EBay Street and Vanderbilt Avenue


Northbound LT 0.54 10.4 B 62 LT 5.20 1912.8 F 1176Southbound T 0.52 6.7 A 130 T 1.20 105.3 F 458

R 0.19 2.1 A 18 R 0.37 1.5 A 1010.7 B 730.2 F

Bay Street and Edgewater DriveWestbound LR 0.62 40.6 D 203 LR 0.36 23.2 C 124Northbound TR 0.62 37.1 D 297 TR 0.59 16.9 B 74Southbound T 0.61 38.5 D 317 T 0.96 28.7 C 328

Northwestbound LTR 0.41 12.2 B 79 R 0.25 0.6 A 034.6 C 20.8 C

Bay Street and Hylan BoulevardEastbound LTR 0.48 36.3 D 216 LTR 1.03 81.1 F 534

Westbound LTR 0.56 37.2 D 166 LTR 0.90 66.8 E 300Northbound LTR 0.73 29.0 C 368 LTR 4.89 1762.1 F 751Southbound T 0.57 30.7 C 257 T 1.12 97.0 F 572

R 0.23 10.2 B 63 R 0.58 18.0 B 17029.7 C 587.6 F


TR 0.13 15.5 B 41 TR 0.12 12.1 B 39Westbound LTR 0.01 19.6 B 9 LTR 0.01 15.2 B 8Northbound LTR 0.17 10.9 B 64 LTR 0.22 15.2 B 83Southbound LTR 0.11 17.4 B 66 LTR 0.08 16.7 B 23

R 0.45 6.9 A 102 R 0.71 6.7 A 32519.8 B 82.1 F


#Intersection &

Approach


41


44


45


42


43


49


47


48



14‐98

Table14‐29(con’t):SignalizedLevelofServiceAnalysis–WeekdayPMPeakHourExistingvs.No‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.47 7.4 A 240 TR 0.75 28.8 C 738

Westbound LT 0.60 2.7 A 37 LT 1.14 81.4 F 278Northbound LR 0.12 35.1 D 61 LR 0.14 35.3 D 67

6.0 A 56.4 ERichmond Terrace and Jersey Street

Eastbound L 0.04 11.3 B 5 L 0.72 39.2 D 106TR 0.67 26.0 C 490 TR 0.83 28.1 C 598

Westbound LT 0.91 74.7 E 552 LT 1.29 163.2 F 1186R 0.00 12.3 B 1 R 0.01 11.1 B 4

Northbound L 0.07 27.2 C 33 L 0.20 39.5 D 42TR 0.07 35.1 D 38 TR 0.19 37.0 D 88


51.3 D 85.2 FRichmond Terrace and Westervelt Avenue

Eastbound TR 0.59 11.2 B 145 TR 0.88 25.8 C 409Westbound LT 0.98 94.9 F 629 LT 0.78 78.1 E 344Northbound LR 0.47 37.2 D 201 LR 0.52 38.5 D 223

48.3 D 47.6 DHamilton Avenue and Richmond Terrace

Northbound LT 0.39 3.1 A 37 LT 0.87 21.5 C 371Southbound TR 0.28 11.9 B 101 TR 0.48 34.0 C 331

6.8 A 26.8 CWall Street and Richmond Terrace

Eastbound LTR 0.50 45.9 D 172Westbound LTR 0.02 22.6 C 16 LTR 0.66 185.5 F 312

L 0.62 175.4 F 273Northbound TR 0.68 38.3 D 167 T 0.55 4.5 A 38

R 0.51 5.6 A 32Southbound LT 0.64 43.0 D 470 LTR 0.61 8.3 A 73

41.0 D 45.1 DRichmond Terrace and Ferry Terminal (bus)

Westbound L 0.33 35.2 D 118 L 0.67 57.7 E 174R 0.21 37.2 D 66 R 0.34 44.1 D 84

Northbound T 0.52 16.2 B 92 T 0.72 75.4 E 65Southbound T 0.27 4.0 A 43 T 0.90 80.1 F 712

14.2 B 75.5 ERichmond Terrace and Ferry Terminal (parking lot)

Westbound L 0.42 34.9 C 209 L 0.77 58.0 E 286R 0.28 129.0 F 133 R 0.16 13.2 B 40

Northbound T 0.37 18.8 B 148 T 1.38 208.0 F 695R 0.21 1.4 A 8 R 0.26 2.1 A 12R 0.17 1.6 A 4 R 0.30 3.2 A 6

Southbound L 0.65 111.3 F 271 L 4.16 1457.1 F 350TR 0.13 0.1 A 0 TR 0.91 55.7 E 332

35.7 D 206.2 FBay Street and Slosson Terrace

Eastbound LR 0.19 34.3 C 77 LR 0.20 34.4 C 80Northbound L 0.31 9.7 A 59 L 0.57 32.6 C 89

T 0.38 10.1 B 176 T 0.86 46.1 D 381Southbound TR 0.52 13.5 B 137 TR 1.13 95.5 F 928

12.8 B 69.9 EVictory Boulevard and Bay Street/St. Marks Place

Eastbound TR 0.19 1.0 A 1 TR 0.39 12.6 B 157R 0.14 0.4 A 1 R 0.33 11.9 B 105

Westbound T 0.37 4.1 A 56 T 0.74 37.6 D 151L 0.05 2.2 A 4 L 0.08 3.2 A 3

Southbound LT 0.47 43.8 D 179 LT 0.56 46.6 D 209R 0.78 65.3 E 210 R 0.91 84.4 F 263

20.6 C 34.9 C

2


3


#Intersection &

Approach


1


8


9


5


7


10


11



14‐99


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.42 42.9 D 183 L 0.84 72.0 E 320

TR 0.07 32.1 C 44 LT 0.84 72.9 E 325Westbound LTR 0.10 31.8 C 53 LTR 0.75 57.8 E 204Northbound L 0.46 21.7 C 191 L 2.23 577.1 F 222

TR 0.70 27.7 C 490 TR 0.70 16.7 B 262

Southbound LT 0.38 5.4 A 51 LT 0.86 14.1 B 130R 0.38 2.4 A 14 R 0.76 11.9 B 70

17.3 B 60.2 EBay Street and Hannah Street

Eastbound LTR 0.09 30.3 C 58 LTR 0.11 30.5 C 64Westbound LTR 0.49 37.5 D 260 LTR 0.88 58.9 E 529Northbound LTR 0.52 19.4 B 291 LTR 1.18 118.7 F 740Southbound L 0.32 26.0 C 118 L 2.51 711.6 F 666

T 0.19 20.5 C 139 T 0.55 24.3 C 374R 0.23 8.2 A 83 R 0.29 7.6 A 67

22.0 C 141.5 FFront Street and Hannah Street

Eastbound TR 0.45 3.7 A 67Westbound LT 0.10 13.3 B 47Northbound LR 0.61 25.2 C 289


Eastbound L 0.57 41.4 D 213 L 0.63 70.6 E 192LTR 0.22 32.7 C 98 LTR 0.61 65.9 E 215

Westbound LTR 0.00 0.0 0.0 0 LTR 0.00 0.0 0.0 0Northbound LTR 0.24 10.6 B 91 LTR 0.55 20.5 C 262Southbound LTR 0.34 5.9 A 242 LTR 0.67 5.9 A 41

15.3 B 20.8 CVan Duzer Street and Clinton Street

Westbound TR 0.23 40.5 D 83 TR 0.28 37.4 D 79Northbound LT 0.33 8.5 A 119 LT 0.39 9.2 A 146


Westbound LTR 0.30 33.6 C 135 LTR 0.39 117.0 F 153Northbound L 0.04 9.8 A 13 L 0.33 11.4 B 5

TR 0.24 9.7 A 91 TR 0.53 5.7 A 113Southbound L 0.14 4.0 A 12 L 0.31 9.7 A 20

TR 0.56 8.1 A 127 TR 1.14 89.3 F 131911.7 B 54.8 D

Bay Street and Wave StreetWestbound LTR 0.40 37.1 D 74Northbound LT 1.11 84.0 F 944

R 0.06 7.7 A 16Southbound L 0.30 17.7 B 28

TR 1.17 110.2 F 101193.9 F




Eastbound LTR 0.53 28.6 C 81Westbound LTR 0.41 24.6 C 90Northbound TR 1.34 194.0 F 889Southbound LT 7.14 2797.4 F 906

1048.1 F

#Intersection &

Approach


12


13


19


20


14

Intersection

15


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Intersection

24

Intersection

25

Intersection


14‐100


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.56 37.2 D 214 LT 0.77 49.3 D 286


TR 0.52 19.4 B 273 TR 0.58 20.9 C 31624.2 C 27.9 C

Bay Street and Water StreetWestbound LTR 0.28 79.6 E 109Northbound L 3.00 921.0 F 177



Eastbound L 0.47 39.9 D 157 L 0.89 82.7 F 268TR 0.16 31.7 C 67 TR 0.25 33.8 C 91

Westbound LTR 0.08 30.3 C 39 LTR 0.25 40.6 D 66Northbound TR 0.48 8.4 A 122 TR 1.13 84.1 F 140Southbound LT 0.65 19.3 B 406 LT 3.86 1303.9 F 1227

18.1 B 627.9 FFront Street and Canal Street

Eastbound LR 0.59 18.6 B 65Northbound LT 0.76 19.7 B 303Southbound TR 0.46 10.9 B 36


Eastbound LR 0.12 36.9 D 79 LR 0.29 37.5 D 150Northbound LT 0.41 13.1 B 269 LT 3.39 1091.2 F 763Southbound T 0.51 6.8 A 68 T 1.07 62.0 E 45

R 0.09 0.3 A 0 R 0.17 0.8 A 010.5 B 483.8 F

Richmond Terrace and Clove RoadEastbound LT 0.52 13.7 B 403 LT 0.74 17.1 B 647

R 0.15 2.5 A 29 R 0.17 3.1 A 27Westbound L 0.22 18.7 B 81 L 0.43 14.3 B 85

TR 0.55 27.0 C 559 TR 0.75 19.3 B 708Northbound LTR 0.30 35.2 D 136 LTR 0.35 36.2 D 157

20.3 C 18.3 BVictory Boulevard and Cebra Avenue

Eastbound L 0.67 76.3 E 99 L 0.99 150.8 F 129TR 0.66 50.5 D 230 TR 0.72 54.2 D 252

Westbound L 0.47 50.4 D 105 L 0.70 68.4 E 160TR 0.83 62.0 E 341 TR 0.93 76.6 E 407


SouthboundLT 0.63 12.2 B 372 LT 1.05 47.0 D 1036R 0.04 5.0 A 7 R 0.04 3.7 A 4

29.3 C 52.8 DVictory Boulevard and Jersey Street

Eastbound L 0.21 10.1 B 36 L 0.94 66.3 E 63T 0.53 12.4 B 176 T 0.90 27.6 C 445

Westbound T 0.57 23.5 C 404 T 0.91 79.3 E 986R 0.05 10.5 B 28 R 0.10 7.4 A 40

Southbound LR 0.30 37.1 D 101 LR 0.53 43.3 D 17619.7 B 54.6 D


Northbound L 0.24 12.3 B 63 L 0.59 30.4 C 131T 0.27 11.5 B 145 T 0.52 16.1 B 324


15.5 B 41.8 D

#Intersection &

Approach


27


31


32


28

Intersection

29

Intersection

30

Intersection

Intersection

38


35


36



14‐101


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Broad Street and Canal StreetEastbound L 0.17 9.1 A 47 L 0.22 8.3 A 50

TR 0.17 8.7 A 60 TR 0.22 7.8 A 70Westbound LTR 0.20 10.1 B 80 LTR 0.27 16.7 B 113Northbound L 0.32 37.9 D 87 L 0.44 43.1 D 101



Westbound L 0.70 88.7 F 169 L 0.75 77.9 E 175Southbound L 0.10 4.5 A 43 L 0.12 6.0 A 55

T 0.37 6.1 A 204 T 0.44 8.5 A 28423.4 C 25.0 C

Broad Street and Targee StreetEastbound LT 0.20 42.7 D 149 LT 0.22 44.9 D 163

Westbound TR 0.29 24.3 C 140 TR 0.39 28.7 C 192Northbound LTR 0.38 15.7 B 176 LT 0.65 22.8 C 403

R 0.26 15.0 B 9620.6 C 25.3 C

Vanderbilt Avenue and Tompkins AvenueEastbound LTR 0.51 22.9 C 266 LTR 0.74 31.8 C 433

Westbound LTR 0.46 29.1 C 312 LTR 0.74 37.2 D 384Northbound LTR 0.66 40.6 D 296 LTR 0.99 79.9 E 485Southbound LTR 0.56 35.8 D 284 LTR 0.65 39.0 D 337

31.8 C 45.9 DBay Street and Vanderbilt Avenue

Eastbound L 0.28 33.2 C 143 L 0.58 39.1 D 236R 0.14 30.0 C 71 R 0.21 30.2 C 63

Northbound LT 0.49 7.9 A 111 LT 2.07 508.0 F 1327Southbound T 0.41 5.3 A 49 T 0.91 9.7 A 110

R 0.19 0.6 A 3 R 0.34 2.2 A 109.6 A 197.5 F

Bay Street and Edgewater DriveWestbound LR 0.53 46.7 D 240 LR 0.40 34.1 C 174Northbound TR 0.50 14.2 B 114 TR 0.56 8.5 A 54Southbound T 0.45 17.1 B 177 T 0.77 12.1 B 178

Northwestbound LTR 0.89 59.0 E 321 R 0.59 12.9 B 11130.6 C 14.0 B

Bay Street and Hylan BoulevardEastbound LTR 0.39 32.2 C 221 LTR 1.09 95.8 F 734

Westbound LTR 0.58 45.5 D 241 LTR 0.98 89.2 F 441Northbound LTR 0.66 43.0 D 490 LTR 3.91 1326.7 F 946Southbound T 0.62 28.5 C 251 T 1.08 85.3 F 964

R 0.21 10.6 B 65 R 0.51 15.4 B 18834.0 C 471.8 F


TR 0.11 2.8 A 19 TR 0.11 2.0 A 17Westbound LTR 0.01 17.8 B 8 LTR 0.01 13.8 B 7Northbound LTR 0.12 19.2 B 68 LTR 0.16 24.7 C 86Southbound LTR 0.13 14.3 B 48 LTR 0.32 30.3 C 82

R 0.62 8.2 A 90 R 1.00 29.6 C 19022.5 C 125.7 F


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41


44


45


42


43


49


47


48



14‐102

Table14‐29(con’t):SignalizedLevelofServiceAnalysis–SaturdayMDPeakHourExistingvs.No‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.35 19.3 B 248 TR 0.71 18.4 B 506

Westbound LT 0.38 15.5 B 303 LT 0.86 18.0 B 382Northbound LR 0.10 22.7 C 45 LR 0.11 22.8 C 48

17.7 B 18.4 BRichmond Terrace and Jersey Street

Eastbound L 0.03 7.0 A 4 L 0.58 33.7 C 77TR 0.49 11.2 B 74 TR 0.75 6.9 A 52

Westbound LT 0.58 9.6 A 77 LT 1.10 78.1 E 687R 0.01 5.4 A 2 R 0.03 9.9 A 6

Northbound L 0.12 19.0 B 37 L 0.21 27.7 C 49TR 0.12 26.9 C 39 TR 0.24 27.1 C 73

Southbound L 0.02 17.8 B 11 L 0.03 24.1 C 16TR 0.03 25.5 C 17 TR 0.44 30.4 C 139

11.8 B 39.3 DRichmond Terrace and Westervelt Avenue

Eastbound TR 0.42 3.0 A 33 TR 0.79 16.2 B 270Westbound LT 0.36 42.3 D 285 LT 0.74 19.2 B 495Northbound LR 0.19 21.2 C 81 LR 0.21 21.4 C 89

21.0 C 17.9 BHamilton Avenue and Richmond Terrace

Northbound LT 0.35 3.3 A 23 LT 0.95 31.4 C 376Southbound TR 0.23 4.2 A 23 TR 0.53 24.8 C 244

3.7 A 28.5 CWall Street and Richmond Terrace

Eastbound LTR 0.29 25.1 C 97Westbound LTR 0.00 14.0 B 3 LTR 0.80 94.2 F 383

L 0.80 93.1 F 304Northbound TR 0.30 36.2 D 167 T 0.50 5.5 A 133

R 0.80 23.9 C 424Southbound LT 0.51 28.1 C 195 LTR 0.67 60.0 E 73

31.4 C 49.0 DRichmond Terrace and Ferry Terminal (bus)

Westbound L 0.29 28.1 C 84 L 1.24 195.9 F 206R 0.13 28.1 C 38 R 0.44 48.3 D 63

Northbound T 0.35 14.3 B 39 T 0.67 25.0 C 48Southbound T 0.17 4.7 A 24 T 0.77 27.3 C 193


Westbound L 0.27 27.0 C 101 L 0.64 54.3 D 111R 0.08 171.0 F 37 R 0.13 15.5 B 23

Northbound T 0.31 27.2 C 89 T 1.03 70.9 E 398R 0.12 13.1 B 75 R 0.21 2.5 A 5R 0.14 13.8 B 59 R 0.29 3.2 A 3

Southbound L 0.31 102.1 F 116 L 1.71 386.7 F 147TR 0.10 0.1 A 0 TR 1.24 130.3 F 1108

29.4 C 102.5 FBay Street and Slosson Terrace

Eastbound LR 0.09 23.5 C 34 LR 0.09 23.6 C 35Northbound L 0.16 9.2 A 30 L 0.34 14.3 B 25

T 0.30 9.5 A 81 T 0.81 13.4 B 188Southbound TR 0.40 33.6 C 201 TR 1.26 142.3 F 822

21.0 C 82.1 FVictory Boulevard and Bay Street/St. Marks Place

Eastbound TR 0.27 26.3 C 223 TR 0.48 13.7 B 206R 0.16 19.9 B 115 R 0.43 12.7 B 151

Westbound T 0.35 24.9 C 234 T 0.84 74.7 E 365L 0.07 14.7 B 30 L 0.12 15.2 B 22


24.6 C 42.0 D

10


11


8


9


5


7


2


3


#Intersection &

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1



14‐103


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.34 4.0 A 10 L 0.62 18.2 B 54

TR 0.07 1.9 A 4 LT 0.63 18.9 B 55Westbound LTR 0.07 21.7 C 35 LTR 0.23 24.2 C 72Northbound L 3.55 1171.5 F 247

TR 0.74 24.2 C 185LTR 0.61 15.9 B 142

Southbound LT 0.29 33.1 C 150 LT 0.93 43.6 D 315R 0.22 14.6 B 97 R 0.57 13.6 B 68

19.5 B 119.1 FBay Street and Hannah Street

Eastbound LTR 0.04 17.3 B 24 LTR 0.04 17.4 B 26Westbound LTR 0.29 20.3 C 132 LTR 0.60 10.3 B 52Northbound LTR 0.54 19.1 B 216 LTR 1.43 217.9 F 666Southbound L 0.33 12.9 B 40 L 3.30 1064.7 F 410

T 0.21 10.2 B 46 T 0.72 11.2 B 141R 0.14 1.9 A 0 R 0.17 3.1 A 0

15.0 B 194.8 FFront Street and Hannah Street

Eastbound TR 0.38 10.5 B 0Westbound LT 0.05 12.9 B 30Northbound LR 0.52 23.1 C 242


Eastbound L 0.44 24.6 C 138 L 0.66 33.6 C 178LTR 0.09 18.7 B 49 LTR 0.17 19.9 B 66

Westbound LTR 0.00 0.0 0.0 0 LTR 0.00 0.0 0.0 0Northbound LTR 0.27 11.7 B 106 LTR 0.68 62.1 E 273Southbound LTR 0.37 5.0 A 29 LTR 0.90 21.4 C 480

11.3 B 37.8 DVan Duzer Street and Clinton Street



Westbound LTR 0.24 22.5 C 90 LTR 0.30 23.6 C 100Northbound L 0.06 10.2 B 17 L 0.34 19.0 B 10

TR 0.27 6.1 A 58 TR 0.63 17.4 B 147Southbound L 0.21 3.9 A 18 L 0.54 14.2 B 25

TR 0.57 7.4 A 77 TR 1.45 222.8 F 12288.5 A 118.3 F

Bay Street and Wave StreetWestbound LTR 0.34 26.2 C 87Northbound LT 1.24 141.6 F 820

R 0.10 12.9 B 22Southbound L 0.81 38.7 D 16

TR 1.54 268.3 F 707201.4 F



10.0 BFront Street and Prospect Street

Eastbound LTR 0.62 34.7 C 123Westbound LTR 0.53 27.5 C 113Northbound TR 1.04 80.4 F 380Southbound LT 1.83 410.8 F 345

172.3 F

26

Intersection

24

Intersection

25

Intersection

19


20


14

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15


12


13


#Intersection &

Approach



14‐104


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.53 29.4 C 170 LT 0.65 33.9 C 212


TR 0.39 13.7 B 163 TR 0.44 14.3 B 18418.3 B 20.1 C

Bay Street and Water StreetWestbound LTR 0.31 27.3 C 84Northbound L 1.74 359.2 F 107



Eastbound L 0.35 22.3 C 113 L 0.62 145.5 F 163TR 0.16 18.9 B 66 TR 0.25 20.8 C 85

Westbound LTR 0.05 17.6 B 26 LTR 0.20 134.0 F 52Northbound TR 0.42 9.3 A 80 TR 1.17 97.7 F 77Southbound LT 0.59 19.2 B 305 LT 3.56 1167.3 F 664

16.2 B 606.5 FFront Street and Canal Street



Eastbound LR 0.16 23.3 C 68 LR 0.30 25.2 C 127Northbound LT 0.38 7.0 A 99 LT 3.24 1024.5 F 244Southbound T 0.50 10.4 B 105 T 1.35 180.6 F 108

R 0.12 1.3 A 6 R 0.20 6.3 A 09.5 A 482.3 F

Richmond Terrace and Clove RoadEastbound LT 0.49 5.6 A 54 LT 0.76 19.4 B 333

R 0.11 0.7 A 0 R 0.13 6.8 A 38Westbound L 0.21 9.6 A 45 L 0.47 15.6 B 37

TR 0.41 12.1 B 235 TR 0.69 12.3 B 177Northbound LTR 0.23 34.2 C 30 LTR 0.27 22.7 C 31

10.9 B 16.0 BVictory Boulevard and Cebra Avenue

Eastbound L 0.22 27.9 C 43 L 0.27 29.4 C 47TR 0.45 30.1 C 138 TR 0.50 31.2 C 153

Westbound L 0.23 27.2 C 53 L 0.32 29.5 C 68TR 0.49 30.6 C 158 TR 0.55 32.1 C 176


Southbound LTR 0.51 13.2 B 156 LTR 1.07 65.3 E 561


Eastbound L 0.15 7.8 A 19 L 0.74 36.0 D 40T 0.55 10.9 B 118 T 1.00 42.9 D 509

Westbound T 0.48 4.7 A 33 T 1.00 50.2 D 664R 0.07 0.6 A 1 R 0.12 6.4 A 24

Southbound LR 0.18 22.1 C 58 LR 0.38 25.4 C 1128.9 A 42.6 D


Northbound L 0.34 15.5 B 104 L 0.92 67.8 E 238T 0.29 13.7 B 129 T 0.63 19.8 B 326


17.3 B 37.7 D

36


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Intersection

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#Intersection &

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14‐105


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)


TR 0.20 8.0 A 52 TR 0.25 8.6 A 70Westbound LTR 0.22 15.1 B 119 LTR 0.28 13.4 B 120Northbound L 0.21 24.1 C 61 L 0.28 25.8 C 68


17.5 B 17.8 BBroad Street and Van Duzer Street


T 0.30 5.2 A 114 T 0.34 6.5 A 14420.2 C 22.4 C

Broad Street and Targee StreetEastbound LT 0.20 31.4 C 111 LT 0.22 30.9 C 119

Westbound TR 0.29 21.9 C 106 TR 0.37 23.3 C 137Northbound LTR 0.35 12.1 B 124 LT 0.58 16.8 B 265

R 0.27 12.0 B 8916.5 B 19.0 B

Vanderbilt Avenue and Tompkins AvenueEastbound LTR 0.57 21.2 C 258 LTR 0.81 32.3 C 445

Westbound LTR 0.28 5.5 A 38 LTR 0.53 4.4 A 33Northbound LTR 0.55 28.7 C 180 LTR 0.83 44.8 D 273Southbound LTR 0.53 27.5 C 213 LTR 0.61 29.6 C 248

21.4 C 27.9 CBay Street and Vanderbilt Avenue


Northbound LT 0.46 10.6 B 53 LT 8.16 3246.2 F 1218Southbound T 0.45 7.0 A 107 T 1.28 145.4 F 483

R 0.17 2.5 A 19 R 0.35 1.5 A 911.2 B 1195.9 F

Bay Street and Edgewater DriveWestbound LR 0.49 37.5 D 152 LR 0.30 22.5 C 105Northbound TR 0.61 35.7 D 271 TR 0.60 16.8 B 84Southbound T 0.51 35.0 D 280 T 1.01 36.9 D 328

Northwestbound LTR 0.43 20.6 C 102 R 0.37 3.8 A 2533.5 C 24.1 C

Bay Street and Hylan BoulevardEastbound LTR 0.40 10.7 B 38 LTR 1.06 77.9 E 551

Westbound LTR 0.31 30.6 C 102 LTR 0.65 41.9 D 185Northbound LTR 0.59 24.6 C 338 LTR 4.39 1540.4 F 709Southbound T 0.47 26.3 C 210 T 1.10 90.6 F 529

R 0.21 9.6 A 48 R 0.63 18.8 B 17921.2 C 515.8 F

Bay Street and School RoadEastbound L 0.69 34.6 C 256 L 1.39 210.7 F 831

TR 0.10 9.8 A 29 TR 0.09 8.3 A 28Westbound LTR 0.01 19.7 B 11 LTR 0.01 15.3 B 9Northbound LTR 0.08 10.1 B 36 LTR 0.10 13.9 B 46Southbound LTR 0.23 21.3 C 142 LTR 0.19 19.9 B 65

R 0.28 9.5 A 98 R 0.70 11.3 B 15321.5 C 98.3 F


48


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14‐106


Table14‐30presentsacomparisonofExistingandNo‐ActionConditionsfortheunsignalizedstudyintersections.Atthefollowinglocations,theadditionofNo‐ActiontrafficwouldresultinchangesinLOSbeyondmid‐LOSD:

WallStreetandStuyvesantPlace

DuringtheWeekdayAMpeakhour,thesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof17.7secondsandav/cratioof0.37toLOSEwithanaveragedelayof42.9secondsandav/cratioof0.35.

BayStreetandGrantStreet

DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof22.5secondsandav/cratioof0.32toLOSFwithanaveragedelayof56.1secondsandav/cratioof0.62.

DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof17.8secondsandav/cratioof0.12toLOSFwithanaveragedelayexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioof8.60.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof19.6secondsandav/cratioof0.25toLOSFwithanaveragedelayexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioof5.65.

DuringtheSaturdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof17.9secondsandav/cratioof0.20toLOSFwithanaveragedelayexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioof4.08.


DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratefromLOSEwithanaveragedelayof46.3secondsandav/cratioof0.36toLOSFwithanaveragedelayof 58.9 seconds and a v/c ratio of 0.45. The westbound approach (driveway) woulddeterioratefromLOSFwithanaveragedelayof50.3secondsandav/cratioof0.05toLOSFwithanaveragedelayof68.3secondsandav/cratioof0.06.

DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof29.3secondsandav/cratioof0.11toLOSFwithanaveragedelayofexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioof3.03.Thewestboundapproach(driveway)woulddeterioratefromLOSEwithanaveragedelayof45.7secondsandav/cratioof0.07toLOSFwithanaveragedelayexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioexceedingthemaximumlimitprovidedbytheanalysissoftware.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof22.4secondsandav/cratioof0.08toLOSFwithanaveragedelayof 683.4 seconds and a v/c ratio of 1.30. The westbound approach (driveway) woulddeterioratefromLOSDwithanaveragedelayof25.5secondsandav/cratioof0.01toLOSFwithanaveragedelayof2,659.2andav/cratioof1.17.

DuringtheSaturdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof25.9secondsandav/cratioof0.11toLOSFwithanaveragedelayof 675.4 seconds and a v/c ratio of 1.39. The westbound approach (driveway) would


14‐107

deterioratefromLOSEwithanaveragedelayof35.1secondsandav/cratioof0.04toLOSFwithanaveragedelayexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioof5.02.


DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratewithinLOSEfromanaveragedelayof38.0secondsandav/cratioof0.47toanaveragedelayof48.6secondsandav/cratioof0.58.

DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof31.0secondsandav/cratioof0.36toLOSFwithanaveragedelayexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioof4.41.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof27.0secondsandav/cratioof0.31toLOSFwithanaveragedelayexceedingthemaximumlimitprovidedbytheanalysissoftwareandav/cratioof3.01.

DuringtheSaturdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof21.0secondsandav/cratioof0.24toLOSFwithanaveragedelayof568.0secondsandav/cratioof1.81.


DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof16.4secondsandav/cratioof0.02toLOSFwithanaveragedelayof213.2secondsandav/cratioof0.35.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof21.2secondsandav/cratioof0.06toLOSFwithanaveragedelayof155.2secondsandav/cratioof0.40

DuringtheSaturdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSBwithanaveragedelayof12.2secondsandav/cratioof0.01toLOSFwithanaveragedelayof96.7secondsandav/cratioof0.09.


DuringtheWeekdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof15.0secondsandav/cratioof0.12toLOSFwithanaveragedelayof59.7secondsandav/cratioof0.47.

DuringtheWeekdayPMpeakhour,thesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof15.2secondsandav/cratioof0.11toLOSEwithanaveragedelayof35.6secondsandav/cratioof0.30.

DuringtheSaturdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof13.4secondsandav/cratioof0.07toLOSEwithanaveragedelayof48.4secondsandav/cratioof0.31.

BroadStreetandCedarStreet

DuringtheWeekdayAMpeakhour,thesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof20.0secondsandav/cratioof0.20toLOSDwithanaveragedelayof33.0secondsandav/cratioof0.46.


14‐108

DuringtheWeekdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof19.6secondsandav/cratioof0.18toLOSFwithanaveragedelayof80.0secondsandav/cratioof0.68.

DuringtheSaturdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof17.4secondsandav/cratioof0.10toLOSDwithanaveragedelayof30.3secondsandav/cratioof0.21.


14‐109

Table14‐30:UnsignalizedLevelofServiceAnalysis–WeekdayAMPeakHourExistingvs.No‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)

Hamilton Avenue and Stuyvesant PlaceSouthbound TR 0.33 12.8 B 36.0 TR 0.54 21.2 C 78.0

Wall Street and Stuyvesant PlaceEastbound R 0.44 18.6 C 56.0

Southbound LT 0.37 17.7 C 42.0 L 0.35 42.9 E 36.0Front Street and Hannah Street

Northbound LR 0.26 11.5 B 26.0Westbound LT 0.02 2.8 A 1.0

Van Duzer Street and St Julian PlaceWestbound R 0.02 13.9 B 1.0 R 0.03 15.7 C 2.0

Bay Street and St Julian PlaceEastbound LTR 0.11 15.0 B 9.0 LTR 0.14 16.4 C 12.0

Westbound LTR 0.02 10.4 B 2.0 LTR 0.02 10.3 B 2.0Northbound LTR 0.01 0.4 A 1.0 LTR 0.01 0.4 A 1.0

Bay Street and Grant StreetEastbound LTR 0.32 22.5 C 33.0 LTR 0.62 56.1 F 86.0

Westbound R 0.02 9.7 A 1.0 R 0.02 9.6 A 2.0Bay Street and Baltic Street

Eastbound LTR 0.36 46.3 E 37.0 LTR 0.45 58.9 F 49.0Westbound LTR 0.05 50.3 F 3.0 LTR 0.06 68.3 F 5.0Southbound LT 0.00 0.0 -- 0.0 LT 0.00 0.0 -- 0.0

Bay Street and William StreetEastbound LR 0.47 38.0 E 56.0 LR 0.58 48.6 E 77.0

Northbound LT 0.01 0.2 A 1.0 LT 0.01 0.4 A 1.0Bay Street and Congress Street

Eastbound LR 0.03 21.1 C 3.0 LR 0.04 23.2 C 3.0Northbound LT 0.01 0.2 A 1.0 LT 0.01 0.3 A 1.0

Bay Street and Wave StreetWestbound LTR 0.32 41.3 E 32.0Northbound LT 0.00 0.0 -- 0.0Southbound LTR 0.07 1.8 A 6.0

Front Street and Wave StreetEastbound LR 0.11 10.1 B 9.0

Northbound LT 0.02 1.1 A 2.0Front Street and Prospect Street

Eastbound LTR 0.02 10.2 B 2.0Westbound LTR 0.00 0.0 A 0.0Southbound LT 0.00 0.0 -- 0.0

Bay Street and Water StreetWestbound LTR 0.18 31.7 D 16.0Northbound LT 0.11 3.0 A 10.0

Front Street and Canal StreetEastbound LR 0.16 12.0 B 14.0

Northbound LT 0.01 0.3 A 0.0Jersey Street and Brook Street

Westbound LR 0.13 10.6 B 11.0 LR 0.16 11.4 B 14.0Southbound LT 0.11 5.0 A 9.0 LT 0.12 4.8 A 11.0

Pike Street and Brook StreetWestbound LT 0.02 1.5 A 1.0 LT 0.02 1.6 A 2.0

Pike Street and Victory BoulevardSouthbound LR 0.09 15.3 C 7.0 LR 0.14 20.6 C 12.0

Hudson Street and Cedar StreetEastbound LTR 0.03 9.8 A 2.0 LTR 0.03 10.4 B 3.0

Westbound LTR 0.00 10.1 B 0.0 LTR 0.00 11.0 B 0.0Northbound LTR 0.01 1.7 A 1.0 LTR 0.01 1.0 A 1.0Southbound LTR 0.00 0.0 -- 0.0 LTR 0.00 0.0 -- 0.0

Broad Street and Cedar StreetEastbound LTR 0.01 0.3 A 1.0 LTR 0.05 1.4 A 4.0

Westbound LT 0.00 0.1 A 0.0 LT 0.00 0.1 A 0.0Northbound LTR 0.00 0.0 A 0.0 LTR 0.00 0.0 A 0.0Southbound LR 0.20 20.0 C 19.0 LR 0.46 33.0 D 55.0

Notes: L = Left Turn, T= Through, R = Right Turn, DefL = Defacto Left Turn; LOS = Level of Service, -- = Approach has no volume recorded during this peak hour, "+" implies a significant adverse impact, Err = v/c or delay exceeds the maximum limit reportable in the analysis software

40


37

39

33

34

28

30

25

26

23

24

21

22

17

Existing Conditions

#Intersection &

Approach

18

14

16

4

6

Signalized in No-Action







14‐110

Table14‐30(con’t):UnsignalizedLevelofServiceAnalysis–WeekdayMDPeakHourExistingvs.No‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)

Hamilton Avenue and Stuyvesant PlaceSouthbound TR 0.15 10.6 B 14.0 TR 0.25 13.6 B 25.0

Wall Street and Stuyvesant PlaceEastbound R 0.31 13.4 B 34.0

Southbound LT 0.22 13.1 B 21.0 L 0.10 23.9 C 8.0Front Street and Hannah Street


Van Duzer Street and St Julian PlaceWestbound R 0.02 10.5 B 2.0 R 0.04 14.2 B 3.0

Bay Street and St Julian PlaceEastbound LTR 0.10 15.4 C 8.0 LTR 0.19 24.4 C 17.0


Bay Street and Grant StreetEastbound LTR 0.12 17.8 C 10.0 LTR 8.60 Err F Err

Westbound R 0.08 11.1 B 7.0 R 0.08 10.1 B 6.0Bay Street and Baltic Street

Eastbound LTR 0.11 29.3 D 9.0 LTR 3.03 Err F ErrWestbound LTR 0.07 45.7 E 5.0 LTR Err Err F ErrSouthbound LT 0.00 0.1 A 0.0 LT 0.02 2.8 A 2.0

Bay Street and William StreetEastbound LR 0.36 31.0 D 39.0 LR 4.41 Err F Err

Northbound LT 0.01 0.3 A 1.0 LT 0.15 25.8 D 12.0Bay Street and Congress Street

Eastbound LR 0.02 16.4 C 2.0 LR 0.35 213.2 F 27.0Northbound LT 0.00 0.0 -- 0.0 LT 0.00 0.0 -- 0.0

Bay Street and Wave StreetWestbound LTR 0.43 41.5 E 49.0Northbound LT 0.01 0.2 A 0.0Southbound LTR 0.05 1.2 A 4.0

Front Street and Wave StreetEastbound LR 0.08 9.9 A 7.0


Eastbound LTR 0.00 0.0 A 0.0Westbound LTR 0.00 0.0 A 0.0Southbound LT 0.00 0.0 -- 0.0

Bay Street and Water StreetWestbound LTR 0.57 82.7 F 65.0Northbound LT 0.14 3.6 A 12.0





Pike Street and Victory BoulevardSouthbound LR 0.12 15.0 B 10.0 LR 0.47 59.7 F 52.0

Hudson Street and Cedar StreetEastbound LTR 0.02 9.1 A 1.0 LTR 0.02 10.1 B 2.0

Westbound LTR 0.00 9.7 A 0.0 LTR 0.00 10.5 B 0.0Northbound LTR 0.01 1.6 A 1.0 LTR 0.01 1.1 A 1.0Southbound LTR 0.00 0.0 -- 0.0 LTR 0.00 0.0 -- 0.0


Westbound LT 0.02 0.9 A 2.0 LT 0.03 0.9 A 2.0Northbound LTR 0.00 11.9 B 0.0 LTR 0.00 13.0 B 0.0Southbound LR 0.18 19.6 C 16.0 LR 0.68 80.0 F 92.0


21

#Intersection &

Approach


4

6

14

16

17

18




40

22

23

24

25

26

28

30

33

34

37

39





14‐111

Table14‐30(con’t):UnsignalizedLevelofServiceAnalysis–WeekdayPMPeakHourExistingvs.No‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)





Van Duzer Street and St Julian PlaceWestbound R 0.02 10.3 B 2.0 R 0.03 12.1 B 3.0




Westbound R 0.08 10.3 B 7.0 R 0.08 9.7 A 7.0Bay Street and Baltic Street

Eastbound LTR 0.08 22.4 C 6.0 LTR 1.30 683.4 F 76.0Westbound LTR 0.01 25.5 D 1.0 LTR 1.17 2659.2 F 25.0Southbound LT 0.00 0.0 A 0.0 LT 0.00 0.2 A 0.0

Bay Street and William StreetEastbound LR 0.31 27.0 D 32.0 LR 3.01 Err F Err

Northbound LT 0.02 0.6 A 1.0 LT 0.14 13.8 B 12.0Bay Street and Congress Street

Eastbound LR 0.06 21.2 C 5.0 LR 0.40 155.2 F 34.0Northbound LT 0.01 0.2 A 0.0 LT 0.03 2.1 A 2.0

Bay Street and Wave StreetWestbound LTR 0.34 33.7 D 35.0Northbound LT 0.01 0.2 A 1.0Southbound LTR 0.04 1.0 A 3.0









Pike Street and Victory BoulevardSouthbound LR 0.11 15.2 C 9.0 LR 0.30 35.6 E 30.0

Hudson Street and Cedar StreetEastbound LTR 0.02 8.9 A 2.0 LTR 0.03 9.3 A 2.0

Westbound LTR 0.00 0.0 A 0.0 LTR 0.00 0.0 A 0.0Northbound LTR 0.01 1.7 A 1.0 LTR 0.01 1.7 A 1.0Southbound LTR 0.01 4.1 A 1.0 LTR 0.01 4.1 A 1.0


Westbound LT 0.01 0.2 A 0.0 LT 0.01 0.2 A 1.0Northbound LTR 0.00 0.0 A 0.0 LTR 0.00 0.0 A 0.0Southbound LR 0.09 17.5 C 7.0 LR 0.17 28.8 D 15.0


21

#Intersection &

Approach


4

6

14

16

17

18




40

22

23

24

25

26

28

30

33

34

37

39





14‐112

Table14‐30(con’t):UnsignalizedLevelofServiceAnalysis–SaturdayMDPeakHourExistingvs.No‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)





Van Duzer Street and St Julian PlaceWestbound R 0.03 10.0 A 2.0 R 0.04 11.7 B 3.0




Westbound R 0.09 10.5 B 8.0 R 0.09 9.9 A 8.0Bay Street and Baltic Street

Eastbound LTR 0.11 25.9 D 9.0 LTR 1.39 675.4 F 86.0Westbound LTR 0.04 35.1 E 3.0 LTR 5.02 Err F ErrSouthbound LT 0.00 0.0 -- 0.0 LT 0.00 0.0 -- 0.0

Bay Street and William StreetEastbound LR 0.24 21.0 C 23.0 LR 1.81 568.0 F 219.0

Northbound LT 0.01 0.3 A 1.0 LT 0.07 6.5 A 6.0Bay Street and Congress Street

Eastbound LR 0.01 12.2 B 1.0 LR 0.09 96.7 F 7.0Northbound LT 0.00 0.1 A 0.0 LT 0.01 1.2 A 1.0

Bay Street and Wave StreetWestbound LTR 0.35 30.5 D 37.0Northbound LT 0.00 0.1 A 0.0Southbound LTR 0.04 1.0 A 3.0







Westbound LR 0.12 9.8 A 10.0 LR 0.15 10.6 B 13.0Southbound LT 0.04 3.0 A 3.0 LT 0.05 2.2 A 4.0


Pike Street and Victory BoulevardSouthbound LR 0.07 13.4 B 6.0 LR 0.31 48.4 E 30.0

Hudson Street and Cedar StreetEastbound LTR 0.02 9.1 A 1.0 LTR 0.02 9.6 A 2.0

Westbound LTR 0.00 9.1 A 0.0 LTR 0.00 9.2 A 0.0Northbound LTR 0.01 1.9 A 1.0 LTR 0.01 2.0 A 1.0Southbound LTR 0.00 0.0 -- 0.0 LTR 0.00 0.0 -- 0.0


Westbound LT 0.01 0.4 A 1.0 LT 0.01 0.4 A 1.0Northbound LTR 0.01 15.5 C 1.0 LTR 0.01 19.1 C 1.0Southbound LR 0.10 17.4 C 9.0 LR 0.21 30.3 D 19.0


40

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23

24

25

26

28

30

33

34

37

39






21

#Intersection &

Approach


4

6

14

16

17

18



14‐113

THEFUTUREWITHTHEPROPOSEDACTION

TRAFFICCONDITIONS

ThevehicletripsgeneratedbytheProposedActionswereassignedtothestudyintersectionsandthevarious block fronts surrounding the Projected Development Sites. While there are no specificroadwayorintersectionimprovementsassociatedwiththeProposedActions,itisrecommendedthatthesouthbound left‐turn andwestbound left‐turn at the intersectionofBay Street/LittleBay Street andMinthorneStreetbeprohibitedinthefutureconditionwiththeProposedActions.VehicletripsgeneratedbytheProjectedDevelopmentSitesinthevicinityofthisintersectionwereassignedassumingtheturnprohibitionswouldbeimplemented.

TheincrementalpeakhourtripsresultingfromtheProposedActionsareshownonFigures14‐2to14‐5,andthetotalWith‐ActiontrafficvolumesareshownonFigures14‐16to14‐19.


Table14‐31presentsacomparisonofNo‐ActionandWith‐ActionConditionsforthesignalizedstudyintersections.BasedonthesignificancecriteriadescribedintheCEQRTechnicalManual,significantlyimpactedlanegroupsaredenotedwitha“+”signinthetablesandaredetailedbelow.

RichmondTerraceandFranklinAvenue

During theWeekdayAM peak hour, thewestbound through/left‐turn lane groupwoulddeterioratefromLOSDwithanaveragedelayof37.3secondsandav/cratioof0.88toLOSFwithanaveragedelayof80.3secondsandav/cratioof1.09.

During theWeekdayPM peak hour, thewestbound through/left‐turn lane groupwoulddeterioratewithinLOSFfromanaveragedelayof81.4secondsandav/cratioof1.14toanaveragedelayof253.0secondsandav/cratioof1.52.


DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof87.4secondsandav/cratioof1.07toanaveragedelayof208.5secondsandav/cratioof1.36.Thewestboundthrough/left‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof68.6secondsandav/cratioof1.06toLOSFwithanaveragedelayof110.7secondsandav/cratioof1.18.

During theWeekdayMDpeak hour, thewestbound through/left‐turn lane groupwoulddeterioratewithinLOSFfromanaveragedelayof227.7secondsandav/cratioof1.44toanaveragedelayof337.5secondsandav/cratioof1.69.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSDfromanaveragedelayof39.2secondsandav/cratioof0.72toanaveragedelayof48.3secondsandav/cratioof0.81.Thewestboundthrough/left‐turnlanegroupwoulddeterminatewithinLOSFfromanaveragedelayof163.2secondsandav/cratioof1.29toanaveragedelayof353.4secondsandav/crationof1.73.

During the SaturdayMD peak hour, thewestbound through/left‐turn lane groupwoulddeterioratefromLOSEwithanaveragedelayof78.1secondsandav/cratioof1.10toLOSFwithanaveragedelayof113.9secondsandav/cratioof1.19.

21 7 3 3 #7 37

781 786 687 87 131 12 229 715 46 0 15 0

1 31 2 30 3 20 477 31 5 933 278 591 11 30 12 48 9 19 13 84 715 22 32 53 180 133 18 437 355

28 269 94 #2 37274 1139 6 0

106 177

#8 0 135 738 267 0 429 44 21

1 70 91 129 12 639 2 13 29 14 48 4 2 50

4 155 5 25 278 #9 1 18 0 141 1180 35 484 9

#55S

2

5 12 191 583 4 4 789 0 0 0

48 9 0

15 3

240 40 581 23 6 #10 2 528 35 2 0 6 40 7 81 5 9 3 12 825 0

9 166

15 794 1 1 120 745 122 0

16 7 17 0

17 0

531 46 23 4 8 808 7 #1 3

6

#54C 0 827 1 10 2

10 18 13

98 24 #11‐14 5 60 #5a 14

62 946 731 14 788 3 37

81 10 5 10 8 144 28 44 846 52 2 11

26 25 8

12 19 51 20 38294 1048 711

56 515 #15 0 25 790 45 #5b 17

614 100 162 112 1 34

266 1 913 0 5 9 0 1 1 11

21 2

29 1 599 292 143 #16 0 12 825 1 Stapleton

A 8

1 13

1 22 1 48

11 909

22 Stapleton

B1 19

60 42

#17 3 29 6 751 #3‐4 28 4 5 55 9

10 4 997 9 20 15

23142 851 3

15 3 6 734

27 89 3197 106 110 838 17

216 87 35 37

282 626 54 28 632 28 21 7 959 69 0 2 8 402

25 103 681 24 0 25

847 12 57 517 11 7 74 41 490

29 63 30 0 695 68 #6 2

98 81 5

53 50 1 454 2322 678 61 8 377 1 111

26 165

12 9 47 407 27

NOTTOSCALE

WithActionTrafficConditionsWeekdayAMPeakHour

Figure14‐16A

Bay Street

St. M

arks Place

Bay Street


Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace


Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway

St. Julian Place

Van Duzer Street

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace


Clinton Street Clinton Street

Van Duzer Street


Private Driveway

William Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Fron

t Street


Bay Street

Fron

t Street


Bay Street

Fron

t Street

Prospect Street

N

0 68 0 0

153 135 0

80 99 39 1 Canal 17

33 6 34 22 4 34

209 0 7 7 15 8 64 0 10 179 1 Jersey 1

28

1 44 0 40 29 107 153 17 15

24 238 61 22 85 100 10 23 6 263 110 261 677

438 80 0 40 1 41 41 35 60 36 433 37 490 43 132 45

11 2 832 452 156 233 716 81 3 0 0 0 204 76 163 19 149 86 81 201 51 733 86 427

28 798


611

32 75 884 513

119 80 85

766 25 7 7

260 211

47 Edgewater Drive

147506 220 1

141 287 44 41

82 452 249

288 44 53

38 384 104 98 374 587 230 91 154 91

256 710 10

112

48 177

230 179 41 46 527 118

563 270

20

42 235 43 208

40 231

27 701 298

791 61 7 2

0

49 0

559 1 64 24 39 0

NOTTOSCALE

WithActionTrafficConditionsWeekdayAMPeakHour

Figure14‐16B

Brook Street

Ceda

r Street

Jersey Street

Pike Street

Hudson Street

Bay Street

Cana

l Street



Private Driv

eway

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street

Broad Street

Van Du

zer S

treet


School Road

Bay Street

Private Driveway

N

96 20 5 12 #7 39

882 830 781 113 176 28 444 1137 47 0 49 0

1 42 2 91 3 15 767 88 17 797 112 660 11 39 12 173 23 13 13 55 755 22 16 47 148 151 31 399 350

31 292 77 #2 240274 1150 12 0

90 134

#8 2 170 1206 384 1 350 55 18

3 88 32 87 15 692 2 13 29 14 61 3 10 32

4 116 5 19 406 #9 1 8 4 127 1224 35 412 12

#55S

2

30 0 162 811 1 4 1243 0 1 2

25 1 0

15 0

208 17 605 71 0 #10 5 390 91 7 0 6 17 7 361 5 12 4 7 999 1

7 156

13 1246 0 2 190 882 321 0

16 13 17 2

10 2

390 21 22 0 8 978 13 #1 3

3

#54C 0 1271 2 68 4

6 18 49

52 1 #11‐14 8 33 #5a 10

26 1441 1028 17 950 1 18

45 8 11 10 8 112 16 51 1211 57 10 21

41 27 17

85 19 73 20 89170 1306 1087

69 339 #15 4 32 961 105 #5b 12

1050 45 44 28 7 16

83 5 1303 3 11 9 27 6 0 21

21 6

8 0

1031 152 84 #16 2 8 1101 3 Stapleton A 25

4 35

3 24 3 33

6 1310

22 Stapleton

B1 3

48 7

#17 8 36 9 1049 #3‐4 17 4 11 22 10

8 0 1350 19 9 27

23163 1154 1

24 6 0 1070

27 112 3172 133 174 1226 23

179 36 45 39

326 464 25 43 971 28 15 8 1323 49 0 5 21 464

40 116 1092 24 0 25

1219 23 46 452 6 16 59 41 500

29 57 30 4 997 46 #6 2

147 84 4

53 82 3 480 4235 1045 99 24 473 4 35

26 51

14 21 18 491 43

NOTTOSCALE

WithActionTrafficConditionsWeekdayMDPeakHour

Figure14‐17A

Bay Street

St. M

arks Place

Bay Street


Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace


Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway

St. Julian Place

Van Duzer Street

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace



Van Duzer Street


Private Driveway

William Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Fron

t Street


Bay Street

Fron

t Street


Bay Street

Fron

t Street

Prospect Street

N

2 56 0 0

196 105 0

109 178 39 2 Canal 21

33 12 34 27 3 25

129 0 24 19 10 9 54 2 30 207 6 Jersey 2

39

2 34 0 34 34 196 145 11 28

44 223 34 27 93 142 40 35 10 388 153 300 890

802 121 0 40 24 41 53 35 70 36 806 37 891 31 119 45

14 0 815 330 142 292 685 106 10 0 0 1 104 98 199 38 87 77 96 230 60 673 92 723

45 933


828

32 99 678 815

116 93 81

924 6 3 13

263 165

47 Edgewater Drive

204802 229 0

171 224 40 66

107 273 336

334 44 120

38 689 141 122 308 593 131 94 192 104

426 775 12

103

48 139

358 126 65 53 689 136

544 147

21

42 332 43 308

35 111

24 490 238

866 40 7 1

3

49 1

764 4 55 87 56 1

NOTTOSCALE

WithActionTrafficConditionsWeekdayMDPeakHour

Figure14‐17B

Brook Street

Ceda

r Street

Jersey Street

Pike Street

Hudson Street

Bay Street

Cana

l Street



Private Driv

eway

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street

Broad Street

Van Du

zer S

treet


School Road

Bay Street

Private Driveway

N

196 29 11 11 #7 41

1004 858 746 178 147 34 567 1346 40 0 72 0

1 50 2 70 3 22 935 130 23 921 128 795 11 34 12 272 37 12 10 43 852 25 21 44 110 193 24 401 382

39 300 53 #2 389272 1092 21 0

45 56

#8 2 245 1262 511 1 370 49 19

5 82 23 71 15 820 1 13 28 14 46 2 7 45

4 79 5 25 531 #9 3 19 0 121 1078 40 432 24

#55S

10

58 4 110 959 1 5 1301 0 3 0

3 3 0

15 0

205 25 737 62 0 #10 10 294 110 14 0 6 25 7 368 7 16 1 9 951 0

9 140

32 1285 0 0 20 963 328 0

16 14 17 2

9 0

296 25 17 2 4 957 1 #1 1

3

#54C 0 1306 3 130 7

1 18 54

4 3 #11‐14 14 71 #5a 12

45 1613 1178 33 914 2 23

59 11 18 10 8 133 26 48 1274 72 19 44

53 20 21

142 19 73 20 103125 1441 1164

39 289 #15 2 24 951 93 #5b 15

1098 87 127 83 3 20

246 2 1379 1 18 9 4 3 1 44

21 1

6 0

1077 201 95 #16 1 11 1091 2 Stapleton A 29

2 56

1 17 1 28

6 1383

22 Stapleton

B1 6

50 14

#17 16 40 14 1040 #3‐4 20 18 25 30 41

10 1 1416 34 14 61

23198 1212 8

23 4 4 1103

27 181 3186 165 164 1322 23

187 40 50 44

318 397 23 49 1096 28 15 7 1426 48 0 5 20 515

29 153 1239 24 0 25

1306 31 44 460 11 17.467 45 69 598

29 46.497 30 6 1070 35 #6 3

157.68 155 6

42.724 36 4 436 12430.933 1217 129 22 636 9 52

26 75

26 50 55 589 143

NOTTOSCALE

WithActionTrafficConditionsWeekdayPMPeakHour

Figure14‐18A

Bay Street

St. M

arks Place

Bay Street


Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace


Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway

St. Julian Place

Van Duzer Street

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace



Van Duzer Street


Private Driveway

William Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Fron

t Street


Bay Street

Fron

t Street


Bay Street

Fron

t Street

Prospect Street

N

0 9 11 0

205 75 0

96 158 39 0 Canal 17

33 3 34 35 1 24

117 0 25 4 17 10 33 2 43 194 1 Jersey 1

27

2 11 0 14 29 161 150 12 29

25 193 56 33 101 109 41 38 2 391 193 381 871

1054 111 0 40 6 41 39 35 41 36 1026 37 1099 17 108 45

6 2 833 318 141 298 724 117 7 0 0 0 83 72 204 10 77 99 96 253 64 724 115 847

38 911


818

32 118 775 962

138 93 46

907 1 2 9

331 144

47 Edgewater Drive

328953 316 1

135 176 20 53

99 278 444

356 44 155

38 877 137 99 280 568 95 102 204 78

453 877 6

149

48 144

404 168 43 34 872 174

557 116

23

42 275 43 242

22 94

33 460 208

885 72 6 1

3

49 0

1104 6 70 46 38 0

NOTTOSCALE

WithActionTrafficConditionsWeekdayPMPeakHour

Figure14‐18B

Brook Street

Ceda

r Street

Jersey Street

Pike Street

Hudson Street

Bay Street

Cana

l Street



Private Driv

eway

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street

Broad Street

Van Du

zer S

treet


School Road

Bay Street

Private Driveway

N

138 25 9 16 #7 35

793 688 663 74 110 15 482 1220 33 1 45 0

1 34 2 48 3 17 789 53 16 761 141 645 11 41 12 91 23 21 17 35 664 45 20 60 87 88 22 420 390

55 301 45 #2 117294 1020 2 0

49 65

#8 1 104 1232 371 0 311 32 8

2 68 20 56 21 716 1 13 32 14 41 2 1 33

4 98 5 10 379 #9 2 14 0 98 1098 30 378 20

#55S

5

7 12 118 778 1 11 1261 0 8 0

6 3 0

15 0

155 24 604 97 3 #10 6 251 134 9 0 6 24 7 569 6 18 1 8 971 0

7 103

15 1264 0 1 60 769 448 0

16 17 17 3

9 1

253 11 13 6 4 967 6 #1 1

2

#54C 0 1286 1 16 4

1 18 61

13 13 #11‐14 8 49 #5a 9

33 1642 1225 18 911 1 18

47 7 10 10 8 131 16 30 1236 85 17 23

24 27 21

24 19 54 20 8888 1359 1119

30 249 #15 2 30 920 143 #5b 11

1238 48 69 39 4 16

100 3 1331 0 10 9 11 3 1 23

21 3

10 0

1069 155 86 #16 2 9 1094 1 Stapleton A 22

3 35

2 19 3 30

6 1341

22 Stapleton

B1 6

46 12

#17 10 32 8 1044 #3‐4 17 8 14 25 18

9 1 1380 20 12 32

23182 1222 0

32 3 2 1073

27 96 3182 150 166 1296 24

171 47 43 53

254 336 15 42 968 28 24 7 1369 45 1 7 18 381

32 122 1113 24 0 25

1296 24 57 368 18 13 43 49 487

29 59 30 2 1029 39 #6 3

169.18 144 5

63.714 39 3 340 8441.981 1053 105 13 434 5 66

26 96

34 38 69 436 92

NOTTOSCALE

WithActionTrafficConditionsSaturdayMDPeakHour

Figure14‐19A

Bay Street

St. M

arks Place

Bay Street


Fran

klin Avenu

e

Jersey Street

Westervelt A

venu


Bay Street

Fron

t Street

Minthorne Street


Stuyvesant Place

Richmon

d Terrace


Bay Street



Stuyvesant Place

Richmon

d Terrace

Private Driveway

St. Julian Place

Van Duzer Street

Bay Street

Private Driveway

Grant Street

Bay Street

Parking Lot

Bus Only

Bay Street

Parking Lot

Slosson Terrace

Bay Street

Richmon

d Terrace



Van Duzer Street


Private Driveway

William Street

Congress Street

Bay Street

Bay Street


Bay Street

Private Driveway


Van Du

zer S

treet

Bay Street

Water Street


Prospect Street

Fron

t Street


Bay Street

Fron

t Street


Bay Street

Fron

t Street

Prospect Street

N

0 21 0 1

183 51 0

89 104 39 1 Canal 17

33 1 34 19 7 23

85 0 18 10 8 13 36 2 26 169 2 Jersey 2

29

2 9 0 21 45 133 133 12 29

30 151 40 18 106 90 32 23 6 297 146 276 993

777 89 0 40 9 41 44 35 50 36 739 37 804 7 123 45

10 0 786 313 130 247 718 113 10 2 0 1 83 72 179 22 87 71 71 170 51 696 85 764

45 1034


666

32 92 704 849

93 53 74

1033 1 0 14

207 139

47 Edgewater Drive

220834 254 0

137 170 19 31

175 281 287

267 44 94

38 646 148 179 292 570 98 94 159 75

471 805 11

77

48 98

398 122 44 43 736 132

376 114

23

42 222 43 201

24 89

21 418 200

835 48 9 4

2

49 0

825 0 50 25 44 0

NOTTOSCALE

WithActionTrafficConditionsSaturdayMDPeakHour

Figure14‐19B

Brook Street

Ceda

r Street

Jersey Street

Pike Street

Hudson Street

Bay Street

Cana

l Street



Private Driv

eway

Tompkins S

treet

Vanderbilt Avenue

Cebra Av

enue

Bay Street

Richmond Terrace

Clove Ro

ad


Bay Street

Edgewater Stree

t

Forest Avenu

e

Vanderbilt Avenue

Victory Boulevard

Tompkins S

treet

Hylan Blvd

Bay Street

Targee

Street

Broad Street

Van Du

zer S

treet


School Road

Bay Street

Private Driveway

N


14‐122


DuringtheWeekdayAMpeakhour,thewestboundapproachwoulddeterioratefromLOSDwithanaveragedelayof47.0secondsandav/cratioof0.71toLOSFwithanaveragedelayof88.8secondsandav/cratioof0.87.

DuringtheWeekdayMDpeakhour,thewestboundapproachwoulddeterioratefromLOSEwithanaveragedelayof71.4secondsandav/cratioof0.80toLOSFwithanaveragedelayof80.8secondsandav/cratioof0.91.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSCwithanaveragedelayof25.8secondsandav/cratioof0.88toLOSDwithanaveragedelayof47.9secondsandav/cratioof0.98.ThewestboundapproachwoulddeterioratefromLOSEwithanaveragedelayof78.1secondsandav/cratioof0.78toLOSFwithanaveragedelayof101.3secondsandav/cratioof1.10.

HamiltonAvenueandRichmondTerrace

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof31.4secondsandav/cratioof0.95toLOSDwithanaveragedelayof53.2secondsandav/cratioof1.03.

RichmondTerraceandFerryTerminal(bus)

DuringtheWeekdayMDpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof134.0secondsandav/cratioof0.98toanaveragedelayof139.4secondsandav/cratioof0.98.ThesouthboundapproachwoulddeterioratefromLOSEwithanaveragedelayof65.2secondsandav/cratioof0.88toLOSFwithanaveragedelayof82.4secondsandav/cratioof0.92.

DuringtheWeekdayPMpeakhour,thenorthboundapproachwoulddeterioratefromLOSEwithanaveragedelayof75.4secondsandav/cratioof0.72toLOSFwithanaveragedelayof80.1secondsandav/cratioof0.78.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof80.1secondsandav/cratioof0.90toanaveragedelayof87.1secondsandav/cratioof0.98.

DuringtheSaturdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof27.3secondsandav/cratioof0.77toLOSDwithanaveragedelayof46.0secondsandav/cratioof0.81.


DuringtheWeekdayAMpeakhour,thenorthboundthroughlanegroupwoulddeterioratewithinLOSDfromanaveragedelayof39.0secondsandav/cratioof0.78toanaveragedelayof51.5secondsandav/cratioof0.91.

DuringtheWeekdayMDpeakhour,thenorthboundthroughlanegroupwoulddeterioratefromLOSEwithanaveragedelayof64.6secondsandav/cratioof0.98toLOSFwithanaveragedelayof91.1secondsandav/cratioof1.03.Thesouthboundthrough/right‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof69.4secondsandav/cratioof1.11toLOSFwithanaveragedelayof93.8secondsandav/cratioof1.17.

DuringtheWeekdayPMpeakhour,thenorthboundthroughlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof208.0secondsandav/cratioof1.38toanaveragedelayof260.0secondsandav/cratioof1.50.Thesouthboundthrough/right‐turnlanegroup


14‐123

woulddeterioratewithinLOSEfromanaveragedelayof55.7secondsandav/cratioof0.91toanaveragedelayof64.5secondsandav/cratioof1.00.

DuringtheSaturdayMDpeakhour,thenorthboundthroughlanegroupwoulddeterioratewithinLOSEfromanaveragedelayof70.9secondsandav/cratioof1.03toanaveragedelayof77.3secondsandav/cratioof1.09.Thesouthboundthrough/right‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof130.3secondsandav/cratioof1.24toanaveragedelayof158.4secondsandav/cratioof1.31.

SlossonTerraceandBayStreet

DuringtheWeekdayAMpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof30.0secondsandav/cratioof0.69toLOSFwithanaveragedelayof89.9secondsandav/cratioof1.07.

DuringtheWeekdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof31.2secondsandav/cratioof0.61toLOSDwithanaverage delay of 50.0 seconds and a v/c ratio of 0.89. The southbound approach woulddeterioratewithinLOSFfromanaveragedelayof103.1secondsandav/cratioof1.17toanaveragedelayof122.1secondsandav/cratioof1.21.

DuringtheWeekdayPMpeakhour,thenorthboundthroughlanegroupwoulddeterioratefromLOSDwithanaveragedelayof46.1secondsandav/cratioof0.86toLOSEwithanaverage delay of 64.1 seconds and a v/c ratio of 0.90. The southbound approach woulddeterioratewithinLOSFfromanaveragedelayof95.5secondsandav/cratioof1.13toanaveragedelayof125.6secondsandav/cratioof1.20.

DuringtheSaturdayMDpeakhour,thesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof142.3secondsandav/cratioof1.26toanaveragedelayof162.7secondsandav/cratioof1.30.


DuringtheWeekdayPMpeakhour,thewestboundthroughlanegroupwoulddeterioratefromLOSDwithanaveragedelayof37.6secondsandav/cratioof0.74toLOSEwithanaveragedelayof62.5secondsandav/cratioof0.91.Thesouthboundright‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof84.4secondsandav/cratioof0.91toanaveragedelayof98.1secondsandav/cratioof0.97.


DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof31.3secondsandav/cratioof0.58toLOSDwithanaveragedelayof49.9secondsandav/cratioof0.82.Thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof32.8secondsandav/cratioof0.88toLOSFwithanaveragedelayof97.3secondsandav/cratioof1.15.

DuringtheWeekdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof31.5secondsandav/cratioof0.62toLOSEwithanaverage delay of 60.2 seconds and a v/c ratio of 0.90. The westbound approach woulddeterioratefromLOSCwithanaveragedelayof26.7secondsandav/cratioof0.35toLOSFwithanaveragedelayof228.6secondsandav/cratioof1.40.Thenorthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof829.5secondsandav/cratioof 2.78 to an average delay of 1,204.3 seconds and a v/c ratio of 3.62. The southboundthrough/left‐turn lanegroupwoulddeteriorate fromLOSDwithanaveragedelayof41.9


14‐124

secondsandav/cratioof0.90toLOSFwithanaveragedelayof126.2secondsandav/cratioof1.20.

DuringtheWeekdayPMpeakhour,eastboundleft‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof72.0secondsandav/cratioof0.84toLOSFwithanaveragedelayof83.1secondsandav/c ratioof0.90.Theeastbound through/left‐turn lanegroupwoulddeterioratefromLOSEwithanaveragedelayof72.9secondsandav/cratioof0.84to LOS Fwith an average delay of 95.2 seconds and a v/c ratio of 0.88. ThewestboundapproachwoulddeterioratefromLOSEwithanaveragedelayof57.8secondsandav/cratioof 0.75 to LOS F with an average delay of 756.6 seconds and a v/c ratio of 2.61. Thenorthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof577.1secondsandav/cratioof2.23toanaveragedelayof1,255.3secondsandav/cratioof3.75.Thesouthboundthrough/left‐turnlanegroupwoulddeterioratefromLOSBwithanaveragedelayof14.1secondsandav/cratioof0.86toLOSEwithanaveragedelayof55.4secondsandav/cratioof1.08.

DuringtheSaturdayMDpeakhour,thewestboundapproachwoulddeterioratefromLOSCwithanaveragedelayof24.2secondsandav/cratioof0.23toLOSDwithanaveragedelayof 49.2 seconds and a v/c ratio of 0.76. The northbound left‐turn lane group woulddeterioratewithinLOSFfromanaveragedelayof1,171.5secondsandav/cratioof3.55toanaveragedelayof1,549.4secondsandav/cratioof4.38.Thesouthboundthrough/left‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof43.6secondsandav/cratioof0.93toLOSEwithanaveragedelayof72.4secondsandav/cratioof1.06.


DuringtheWeekdayAMpeakhour,thewestboundapproachwoulddeterioratefromLOSEwithanaveragedelayof56.7secondsandav/cratioof0.86toLOSFwithanaveragedelayof117.1secondsandav/cratioof1.12.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof82.4secondsandav/cratioof1.09toanaveragedelayof158.2secondsandav/cratioof1.28.Thesouthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof284.4secondsandav/cratioof1.52toanaveragedelayof798.1secondsandav/cratioof2.69.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof394.1secondsandav/cratioof1.82toanaveragedelayof488.8secondsandav/cratioof2.04.Thesouthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof1,675.8secondsandav/cratioof4.65toanaveragedelayof2,255.1secondsandav/cratioof5.97.

DuringtheWeekdayPMpeakhour,thewestboundapproachwoulddeterioratefromtoLOSEwithanaveragedelayof58.9secondsandav/cratioof0.88toLOSFwithanaveragedelayof122.3secondsandav/cratioof1.13.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof118.7secondsandav/cratioof1.18toanaveragedelayof208.7secondsandav/cratioof1.39.Thesouthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof711.6secondsandav/cratioof2.51toanaveragedelayof1,404.1secondsandav/cratioof4.09.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof217.9secondsandav/cratioof1.43toanaveragedelayof290.2secondsandav/cratioof1.59.Thesouthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof1,064.7secondsandav/cratioof3.30toanaveragedelayof1,760.5secondsandav/cratioof4.86.


14‐125

FrontStreetandHannahStreet

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof23.1secondsandav/cratioof0.52toLOSDwithanaveragedelayof45.8secondsandav/cratioof0.88.


DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof125.1secondsandav/cratioof0.94toanaveragedelayof128.3secondsandav/cratioof1.11.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof70.6secondsandav/cratioof0.63toLOSFwithanaveragedelayof114.9secondsandav/cratioof0.68.Theeastboundleft/through/right‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof65.9secondsandav/cratioof0.61toLOSFwithanaveragedelayof115.4secondsandav/cratioof0.67.

BayStreetandClintonStreet

DuringtheWeekdayAMpeakhour,thesouthboundthrough/right‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof33.8secondsandav/cratioof0.84toLOSDwithanaveragedelayof66.1secondsandav/cratioof0.97.

DuringtheWeekdayMDpeakhour,thesouthboundthrough/right‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof188.1secondsandav/cratioof1.37toanaveragedelayof242.5secondsandav/cratioof1.49.

DuringtheWeekdayPMpeakhour,thewestboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof117.0secondsandav/cratioof0.39toanaveragedelayof710.4seconds and a v/c ratio of 0.41. The southbound through/right‐turn lane group woulddeterioratewithinLOSFwithanaveragedelayof89.3secondsandav/cratioof1.14toanaveragedelayof193.5secondsandav/cratioof1.38.

DuringtheSaturdayMDpeakhour,thesouthboundthroughlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof222.8secondsandav/cratioof1.45toanaveragedelayof273.7secondsandav/cratioof1.56.


DuringtheWeekdayAMpeakhour,thesouthboundthrough/right‐turnlanegroupwoulddeteriorateatLOSCwithanaveragedelayof23.5secondsandav/cratioof0.85toLOSFwithanaveragedelayof77.8secondsandav/cratioof1.08.

During theWeekdayMDpeakhour, thenorthbound through/left‐turn lanegroupwoulddeterioratewithinLOSFfromanaveragedelayof204.3secondsandav/cratioof1.38toanaveragedelayof279.3secondsandav/cratioof1.56.Thesouthboundthrough/right‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof215.4secondsandav/cratioof1.43toanaveragedelayof268.9secondsandav/cratioof1.55.

During theWeekdayPMpeakhour, thenorthbound through/left‐turn lanegroupwoulddeterioratewithinLOSFfromanaveragedelayof84.0secondsandav/cratioof1.11toanaveragedelayof215.9secondsandav/cratioof1.42.Thesouthboundleft‐turnlanegroupwoulddeterioratefromLOSBwithanaveragedelayof17.7secondsandav/cratioof0.30to LOS Fwith an average delay of 99.4 seconds and a v/c ratio of 1.08. The southbound


14‐126

through/right‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof110.2secondsandav/cratioof1.17toanaveragedelayof207.1secondsandav/cratioof1.39.

During theSaturdayMDpeakhour, thenorthbound through/left‐turn lane groupwoulddeterioratewithinLOSFfromanaveragedelayof141.6secondsandav/cratioof1.24toanaveragedelayof214.7secondsandav/cratioof1.41.Thesouthboundthrough/right‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof268.3secondsandav/cratioof1.54toanaveragedelayof323.9secondsandav/cratioof1.67.

FrontStreetandWaveStreet

DuringtheWeekdayPMpeakhour,thenorthboundapproachwoulddeterioratefromLOSAwithanaveragedelayof7.3secondsandav/cratioof0.82toLOSEwithanaveragedelayof59.5secondsandav/cratioof1.09.

FrontStreetandProspectStreet

DuringtheWeekdayAMpeakhour,thenorthboundapproachwoulddeterioratefromLOSDwithanaveragedelayof41.6secondsandav/cratioof0.77toLOSEwithanaveragedelayof70.6secondsandav/cratioof0.96.ThesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof31.7secondsandav/cratioof0.83toLOSFwithanaveragedelayof152.2secondsandav/cratioof1.25.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratefromLOSEwithanaveragedelayof72.5secondsandav/cratioof1.00toLOSFwithanaveragedelayof141.8secondsandav/cratioof1.22.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof231.4secondsandav/cratioof1.43toanaveragedelayof731.1secondsandav/cratioof2.56.

DuringtheWeekdayPMpeakhour,thenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof194.0secondsandav/cratioof1.34toanaveragedelayof322.2secondsandav/cratioof1.64.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof2,797.4secondsandav/cratioof7.14toanaveragedelayof3,902.7secondsandav/cratioof9.60.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof80.4secondsandav/cratioof1.04toanaveragedelayof150.2secondsandav/cratioof1.24.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof410.8secondsandav/cratioof1.83toanaveragedelayof1,119.2secondsandav/cratioof3.42.


DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratewithinLOSEfromanaveragedelayof57.7secondsandav/cratioof0.87toanaveragedelayof62.5secondsandav/cratioof0.90.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof49.3secondsandav/cratioof0.77toLOSFwithanaveragedelayof80.1secondsandav/cratioof0.97.

BayStreetandWaterStreet

DuringtheWeekdayAMpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof24.5secondsandav/cratioof0.56toLOSFwithanaveragedelayof388.5secondsandav/cratioof1.72.Thenorthboundthroughlanegroup


14‐127

woulddeterioratefromLOSCwithanaveragedelayof24.7secondsandav/cratioof0.60to LOSEwith an averagedelay of 73.9 seconds and a v/c ratio of 0.77. The southboundapproachwoulddeterioratefromLOSEwithanaveragedelayof67.8secondsandav/cratioof0.81toLOSFwithanaveragedelayof80.7secondsandav/cratioof1.04.

DuringtheWeekdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof348.4secondsandav/cratioof1.72toanaveragedelayof373.4secondsandav/cratioof1.77.ThenorthboundthroughlanegroupwoulddeterioratefromLOSEwithanaveragedelayof63.8secondsandav/cratioof1.10toLOSFwithanaveragedelayof120.2secondsandav/cratioof1.23.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof204.5secondsandav/cratioof1.38toanaveragedelayof252.9secondsandav/cratioof1.49.

DuringtheWeekdayPMpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof921.0secondsandav/cratioof3.00toanaveragedelayof971.4secondsandav/cratioof3.11.ThenorthboundthroughlanegroupwoulddeterioratefromLOSEwithanaveragedelayof74.3secondsandav/cratioof1.01toLOSFwithanaveragedelayof143.6secondsandav/cratioof1.25.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof174.3secondsandav/cratioof1.31toanaveragedelayof277.2secondsandav/cratioof1.55.

DuringtheSaturdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof359.2secondsandav/cratioof1.74toanaveragedelayof383.0secondsandav/cratioof1.80.ThenorthboundthroughlanegroupwoulddeterioratefromLOSEwithanaveragedelayof61.3secondsandav/cratioof1.06toLOSFwithanaveragedelayof107.5secondsandav/cratioof1.20.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof240.6secondsandav/cratioof1.46toanaveragedelayof290.6secondsandav/cratioof1.57.

BayStreetandCanalStreet

DuringtheWeekdayAMpeakhour,thenorthboundapproachwoulddeterioratefromLOSAwithanaveragedelayof8.2secondsandav/cratioof0.61toLOSEwithanaveragedelayof58.0secondsandav/cratioof0.77.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof119.5secondsandav/cratioof1.22toanaveragedelayof196.5secondsandav/cratioof1.39.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof1,052.7secondsandav/cratioof3.31toanaveragedelayof1,201.2secondsandav/cratioof3.64.

DuringtheWeekdayPMpeakhour,thenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof84.1secondsandav/cratioof1.13toanaveragedelayof217.2secondsandav/cratioof1.43.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof1,303.9secondsandav/cratioof3.86toanaveragedelayof1,652.0secondsandav/cratioof4.64.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof97.7secondsandav/cratioof1.17toanaveragedelayof179.3secondsandav/cratioof1.35.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof1,167.3secondsandav/cratioof3.56toanaveragedelayof1,309.0secondsandav/cratioof3.88.


14‐128

BayStreetandBroadStreet

DuringtheWeekdayAMpeakhour,thenorthboundapproachwoulddeterioratefromLOSBwithanaveragedelayof18.9secondsandav/cratioof0.62toLOSEwithanaveragedelayof69.0secondsandav/cratioof1.04.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSF fromanaveragedelayof1,234.7secondsandav/cratioof3.71toanaveragedelayof1,418.4 seconds and a v/c ratio of 4.11. The southbound through lane group woulddeterioratewithinLOSFfromanaveragedelayof136.3secondsandav/cratioof1.25toanaveragedelayof186.7secondsandav/cratioof1.36.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratefromLOSDwithanaveragedelayof37.5secondsandav/cratioof0.29toLOSFwithanaveragedelayof114.0secondsandav/cratioof0.42.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof1,091.2secondsandav/cratioof3.39toanaveragedelayof1,867.4 seconds and a v/c ratio of 5.12. The southbound through lane group woulddeteriorateLOSEwithanaveragedelayof62.0secondsandav/cratioof1.07toLOSFwithanaveragedelayof133.8secondsandav/cratioof1.25.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSF fromanaveragedelayof1,024.5secondsandav/cratioof3.24toanaveragedelayof1,339.0 seconds and a v/c ratio of 3.94. The southbound through lane group woulddeterioratewithinLOSFfromanaveragedelayof180.6secondsandav/cratioof1.35toanaveragedelayof229.5secondsandav/cratioof1.46.


DuringtheWeekdayAMpeakhour,thewestboundleft‐turnlanegroupwoulddeterioratewithinLOSEfromanaveragedelayof60.5secondsandav/cratioof0.59toanaveragedelayof76.0secondsandav/cratioof0.74.

DuringtheWeekdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSDfromanaveragedelayof35.4secondsandav/cratioof0.90toanaveragedelayof52.7secondsandav/cratioof1.00.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof105.3secondsandav/cratioof1.17toanaveragedelayof181.5secondsandav/cratioof1.35.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSFwithanaveragedelayof150.8secondsandav/cratioof0.99toanaveragedelayof197.4secondsandav/cratioof1.13.Thewestboundthrough/right‐turnlanegroupwoulddeterioratefromLOSEfromanaveragedelayof76.6secondsandav/cratioof0.93to LOS Fwith an average delay of 87.0 seconds and a v/c ratio of 0.98. The northboundapproachwoulddeterioratefromLOSDwithanaveragedelayof40.8secondsandav/cratioof 0.91 to LOS F with an average delay of 191.0 seconds and a v/c ratio of 1.34. ThesouthboundapproachwoulddeteriorateLOSDwithanaveragedelayof47.0secondsandav/cratioof1.05toLOSFwithanaveragedelayof113.6secondsandav/cratioof1.22.

DuringtheSaturdayMDpeakhour,thenorthboundapproachwoulddeterioratewithinLOSDfromanaveragedelayof37.7secondsandav/cratioof0.92toanaveragedelayof50.5secondsandav/cratioof0.99.ThesouthboundapproachwoulddeterioratefromLOSEwithanaveragedelayof65.3secondsandav/cratioof1.07toLOSFwithanaveragedelayof103.8secondsandav/cratioof1.17.


14‐129

VictoryBoulevardandJerseyStreet

DuringtheWeekdayAMpeakhour,thesouthboundapproachwoulddeterioratewithinLOSDfromanaveragedelayof40.9secondsandav/cratioof0.47toanaveragedelayof50.2secondsandav/cratioof0.68.

DuringtheWeekdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof43.6secondsandav/cratioof0.78toLOSFwithanaveragedelayof235.8secondsandav/cratioof1.42.TheeastboundthroughlanegroupwoulddeterioratefromLOSDwithanaveragedelayof39.7secondsandav/cratioof0.98toLOSEwithanaveragedelayof68.2secondsandav/cratioof1.08.ThewestboundthroughlanegroupwoulddeterioratefromLOSEwithanaveragedelayof70.0secondsandav/cratioof1.05toLOSFwithanaveragedelayof103.6secondsandav/cratioof1.14.ThesouthboundapproachwoulddeterioratefromLOSCwithanaveragedelayof28.3secondsandav/cratioof0.50toLOSEwithanaveragedelayof67.5secondsandav/cratioof0.93.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeteriorateLOSEwithanaveragedelayof66.3secondsandav/cratioof0.94toLOSFwithanaveragedelayof807.5secondsandav/cratioof2.74.Thewestboundthrough lanegroupwoulddeterioratefromLOSEwithanaveragedelayof79.3secondsandav/cratioof0.91toLOSFwithan averagedelayof93.0 secondsand a v/c ratioof1.04.The southboundapproachwoulddeterioratefromLOSDwithanaveragedelayof43.3secondsandav/cratioof0.53toLOSEwithanaveragedelayof70.5secondsandav/cratioof0.87.

DuringtheSaturdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof36.0secondsandav/cratioof0.74toLOSFwithanaveragedelayof91.7 secondsandav/c ratioof1.05.Theeastbound through lanegroupwoulddeterioratefromLOSDwithanaveragedelayof42.9secondsandav/cratioof1.00toLOSEwithanaveragedelayof58.0secondsandav/cratioof1.06.ThewestboundthroughlanegroupwoulddeterioratefromLOSDwithanaveragedelayof50.2secondsandav/cratioof1.00toLOSEwithanaveragedelayof64.2secondsandav/cratioof1.05.


DuringtheWeekdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSDwithanaveragedelayof52.2secondsandav/cratioof0.78toLOSFwithanaveragedelayof103.9secondsandav/cratioof0.99.ThesouthboundthroughlanegroupwoulddeterioratefromLOSEwithanaveragedelayof75.8secondsandav/cratioof0.83toLOSFwithanaveragedelayof80.3secondsandav/cratioof0.90.

DuringtheWeekdayPMpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSCwithanaveragedelayof30.4secondsandav/cratioof0.59toLOSFwithanaveragedelayof86.4secondsandav/cratioof0.91.ThesouthboundthroughlanegroupwoulddeterioratewithinLOSEfromanaveragedelayof74.1secondsandav/cratioof0.82toanaveragedelayof79.8secondsandav/cratioof0.92.

DuringtheSaturdayMDpeakhour,thenorthboundleft‐turnlanegroupwoulddeterioratefromLOSEwithanaveragedelayof67.8secondsandav/cratioof0.92toLOSFwithanaveragedelayof100.8secondsandav/cratioof1.03.ThesouthboundthroughlanegroupwoulddeterioratewithinLOSEfromanaveragedelayof64.8secondsandav/cratioof0.78toanaveragedelayof78.7secondsandav/cratioof0.82.


14‐130

BroadStreetandTargeeStreet

DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratewithinLOSDfromanaveragedelayof47.4secondsandav/cratioof0.55toanaveragedelayof53.7seconds and a v/c ratio of 0.56. The northbound through/left‐turn lane group woulddeterioratefromLOSDwithanaveragedelayof52.5secondsandav/cratioof0.98toLOSEwithanaveragedelayof58.7secondsandav/cratioof1.00.


DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratewithinLOSDfromanaveragedelayof40.4secondsandav/cratioof0.88toanaveragedelayof49.9secondsandav/cratioof0.95.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof177.2secondsandav/cratioof1.26toanaveragedelayof220.2secondsandav/cratioof1.37.ThesouthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof99.8secondsandav/cratioof1.08toanaveragedelayof113.7secondsandav/cratioof1.12.

DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSEwithanaveragedelayof63.3secondsandav/cratioof1.00toLOSFwithanaveragedelayof79.5secondsandav/cratioof1.06.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof162.3secondsandav/cratioof1.25toanaveragedelayof177.3secondsandav/cratioof1.29.

DuringtheWeekdayPMpeakhour,thewestboundapproachwoulddeterioratewithinLOSDfromanaveragedelayof37.2secondsandav/cratioof0.74toanaveragedelayof50.7secondsandav/cratioof0.94.ThenorthboundapproachwoulddeterioratefromLOSEwithanaveragedelayof79.9secondsandav/cratioof0.99toLOSFwithanaveragedelayof87.8secondsandav/cratioof1.02.

BayStreetandVanderbiltAvenue

During theWeekdayAMpeakhour, thenorthbound through/left‐turn lane groupwoulddeterioratefromLOSBwithanaveragedelayof13.9secondsandav/cratioof0.74toLOSDwithanaveragedelayof46.8secondsandav/cratioof0.99.

During theWeekdayMDpeakhour, thenorthbound through/left‐turn lanegroupwoulddeterioratewithinLOSFfromanaveragedelayof1,912.8secondsandav/cratioof5.20toanaveragedelayof3,368.1secondsandav/cratioof8.44.ThesouthboundthroughlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof105.3secondsandav/cratioof1.20toanaveragedelayof128.1secondsandav/cratioof1.25.

During theWeekdayPMpeakhour, thenorthbound through/left‐turn lanegroupwoulddeterioratewithinLOSDfromanaveragedelayof508.0secondsandav/cratioof2.07toanaveragedelayof997.9secondsandav/cratioof3.17.

During theSaturdayMDpeakhour, thenorthbound through/left‐turn lane groupwoulddeterioratewithinLOSFfromanaveragedelayof3,246.2secondsandav/cratioof8.16toanaveragedelayof3,598.7secondsandav/cratioof8.95.ThesouthboundthroughlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof145.4secondsandav/cratioof1.28toanaveragedelayof180.4secondsandav/cratioof1.36.


14‐131

BayStreetandEdgewaterDrive

DuringtheSaturdayMDpeakhour,thesouthboundapproachwoulddeterioratefromLOSDwithanaveragedelayof36.9secondsandav/cratioof1.01toLOSEwithanaveragedelayof55.5secondsandav/cratioof1.06.


DuringtheWeekdayAMpeakhour,thewestboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof100.6secondsandav/cratioof1.02toanaveragedelayof106.0secondsandav/cratioof1.04.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof176.2secondsandav/cratioof1.31toanaveragedelayof713.8secondsandav/cratioof2.54.ThesouthboundthroughlanegroupwoulddeterioratefromLOSDwithanaveragedelayof39.1secondsandav/cratioof0.82toLOSEwithanaveragedelayof73.0secondsandav/cratioof1.05.

DuringtheWeekdayMDpeakhour,theeastboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof81.1secondsandav/cratioof1.03toanaveragedelayof110.0secondsandav/cratioof1.12.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof1,762.1secondsandav/cratioof4.89toanaveragedelayof2,463.6secondsandav/cratioof6.45.ThesouthboundthroughlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof97.0secondsandav/cratioof1.12toanaveragedelayof134.6secondsandav/cratioof1.21.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof95.8secondsandav/cratioof1.09toanaveragedelayof169.4secondsandav/cratioof1.28.ThewestboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof89.2secondsandav/cratioof0.98toanaveragedelayof92.4secondsandav/cratioof0.99.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof1,326.7secondsandav/cratioof3.91toanaveragedelayof1,869.2secondsandav/cratioof5.13.ThesouthboundthroughlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof85.3secondsandav/cratioof1.08toanaveragedelayof143.6secondsandav/cratioof1.23.

DuringtheSaturdayMDpeakhour,theeastboundapproachwoulddeterioratefromLOSEwithanaveragedelayof77.9secondsandav/cratioof1.06toLOSFwithanaveragedelayof110.3secondsandav/cratioof1.15.ThenorthboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof1,540.4secondsandav/cratioof4.39toanaveragedelayof1,909.6 seconds and a v/c ratio of 5.22. The southbound through lane group woulddeterioratewithinLOSFfromanaveragedelayof90.6secondsandav/cratioof1.10toanaveragedelayof128.0secondsandav/cratioof1.20.

BayStreetandSchoolRoad

DuringtheWeekdayAMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof93.1secondsandav/cratioof1.06toanaveragedelayof146.1secondsandav/cratioof1.21.

DuringtheWeekdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof195.2secondsandav/cratioof1.35toanaveragedelayof252.6secondsandav/cratioof1.48.

DuringtheWeekdayPMpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof233.4secondsandav/cratioof1.44toanaveragedelayof341.1secondsandav/cratioof1.69.


14‐132

DuringtheSaturdayMDpeakhour,theeastboundleft‐turnlanegroupwoulddeterioratewithinLOSFfromanaveragedelayof210.7secondsandav/cratioof1.39toanaveragedelayof277.4secondsandav/cratioof1.54.


Table14‐32presentsacomparisonofNo‐ActionandWith‐ActionConditions fortheunsignalizedstudy intersections. Based on the significance criteria described in the CEQR TechnicalManual,significantlyimpactedlanegroupsaredenotedwitha“+”signinthetablesandaredetailedbelow.Theresultspresentedinthesetablesassumetheimplementationoftheprojectimprovementslistedabove.

BayStreetandGrantStreet

DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratewithinLOSFfromanaveragedelayof56.1secondsandav/cratioof0.62toanaveragedelayof70.3secondsandav/cratioof0.69.


DuringtheWeekdayAMpeakhour,theeastboundapproachwoulddeterioratefromLOSEwithanaveragedelayof48.6secondsandav/cratioof0.58toLOSFwithanaveragedelayof138.8secondsandav/cratioof0.95.

DuringtheWeekdayPMpeakhour,theeastboundapproachwoulddeterioratewithinLOSF from a v/c ratio of 3.01 to 6.82. The average delay would exceed the maximum limitprovidedbytheanalysissoftwarefortheNo‐ActionandWith‐ActionConditionsso itwasassumedthattheProposedActionswouldresultinasignificantimpactduringthispeakhour.The northbound approach would deteriorate from LOS B with an average delay of 13.8secondsandav/cratioof0.14toLOSFwithanaveragedelayof91.8secondsandav/cratioof0.31.

Significant impactswerenot identifiedat the following intersectionsas the trafficvolumeon theminorapproachisexpectedto lessthan90PCEduringtheWith‐Actionconditionduringallpeakhours:




BroadStreetandCedarStreet


14‐133

Table14‐31:SignalizedLevelofServiceAnalysis–WeekdayAMPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.77 9.2 A 332 TR 0.81 11.0 B 363

Westbound LT 0.88 37.3 D 634 LT 1.09 80.3 F 640 +Northbound LR 0.25 37.1 D 112 LR 0.26 37.1 D 112

22.7 C 42.5 DRichmond Terrace and Jersey Street

Eastbound L 1.07 87.4 F 197 L 1.36 208.5 F 360 +TR 0.70 7.4 A 332 TR 0.75 8.6 A 432

Westbound LT 1.06 68.6 E 941 LT 1.18 110.7 F 1051 +R 0.00 7.7 A 1 R 0.00 9.0 A 1

Northbound L 0.09 35.6 D 37 L 0.09 35.6 D 37TR 0.26 38.3 D 102 TR 0.27 38.4 D 103

Southbound L 0.01 34.0 C 11 L 0.01 34.0 C 11TR 0.08 35.3 D 43 TR 0.08 35.3 D 43

45.9 D 80.4 FRichmond Terrace and Westervelt Avenue

Eastbound TR 0.78 13.9 B 231 TR 0.83 17.0 B 279Westbound LT 0.71 47.0 D 636 LT 0.87 88.8 F 779 +Northbound LR 0.37 35.0 D 158 LR 0.37 35.0 D 158

29.9 C 49.6 DHamilton Avenue and Richmond Terrace

Northbound LT 0.71 13.2 B 139 LT 0.81 19.3 B 147Southbound TR 0.39 9.0 A 87 TR 0.42 9.7 A 101

11.2 B 14.9 BWall Street and Richmond Terrace

EastboundWestbound LTR 0.18 28.8 C 75 LTR 0.18 28.8 C 75

L 0.23 29.9 C 71 L 0.23 29.9 C 71Northbound T 0.48 11.7 B 134 T 0.54 12.9 B 223

R 0.29 10.9 B 63 R 0.29 10.7 B 61Southbound LTR 0.46 7.4 A 43 LTR 0.50 7.7 A 45

11.4 B 12.0 BRichmond Terrace and Ferry Terminal (bus)

Westbound L 0.47 45.7 D 173 L 0.47 45.7 D 173R 0.41 45.5 D 108 R 0.41 45.5 D 108

Northbound T 0.41 13.2 B 80 T 0.47 18.0 B 80Southbound T 0.63 85.6 F 478 T 0.67 88.0 F 512

50.2 D 52.4 DRichmond Terrace and Ferry Terminal (parking lot)

Westbound L 0.74 55.7 E 315 L 0.74 55.7 E 315R 0.20 11.8 B 47 R 0.20 11.8 B 47

Northbound T 0.78 39.0 D 257 T 0.91 51.5 D 358 +R 0.35 16.1 B 209 R 0.35 16.5 B 233R 0.32 15.4 B 121 R 0.32 16.0 B 133

Southbound L 5.82 2211.1 F 573 L 5.70 2156.9 F 573TR 0.55 2.6 A 5 TR 0.59 3.4 A 17

285.6 F 268.9 FBay Street and Slosson Terrace

Eastbound LR 0.10 32.7 C 41 LR 0.13 33.3 C 52Northbound L 0.69 30.0 C 158 L 1.07 89.9 F 328 +

T 0.66 14.1 B 254 T 0.72 14.9 B 315Southbound TR 0.71 19.9 B 314 TR 0.74 22.2 C 467

18.4 B 27.5 CVictory Boulevard and Bay Street/St. Marks Place

Eastbound TR 0.35 6.2 A 56 TR 0.47 9.2 A 107R 0.36 6.3 A 43 R 0.38 8.1 A 63

Westbound T 0.44 16.8 B 248 T 0.51 27.5 C 244L 0.07 4.9 A 11 L 0.08 5.0 A 11

Southbound LT 0.44 42.8 D 166 LT 0.45 43.0 D 169R 0.35 41.9 D 115 R 0.35 42.2 D 116

16.6 B 20.5 C

5

Intersection

3

Intersection

2

Intersection

1

Intersection


#Intersection &

Approach

11

Intersection

10

Intersection

9

Intersection

8

Intersection

7

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

With-Action Conditions


14‐134

Table14‐31(con’t):SignalizedLevelofServiceAnalysis–WeekdayAMPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.58 31.3 C 197 L 0.82 49.9 D 328 +

LT 0.58 31.4 C 198 LT 0.77 43.5 D 320Westbound LTR 0.09 31.8 C 45 LTR 0.40 39.2 D 115Northbound L 0.88 32.8 C 123 L 1.15 97.3 F 142 +

TR 0.67 17.6 B 243 TR 0.75 19.6 B 230

Southbound LT 0.53 7.1 A 43 LT 0.68 9.3 A 48R 0.36 7.0 A 30 R 0.38 7.1 A 32

17.1 B 28.0 CBay Street and Hannah Street

Eastbound LTR 0.09 30.2 C 57 LTR 0.09 30.2 C 57Westbound LTR 0.86 56.7 E 518 LTR 1.12 117.1 F 734 +Northbound LTR 1.09 82.4 F 352 LTR 1.28 158.2 F 830 +Southbound L 1.52 284.4 F 436 L 2.69 798.1 F 555 +

T 0.39 8.2 A 104 T 0.41 9.7 A 138R 0.17 2.1 A 16 R 0.18 3.0 A 20

71.8 E 162.4 FFront Street and Hannah Street

Eastbound TR 0.32 4.0 A 61 TR 0.36 3.9 A 63Westbound LT 0.08 13.2 B 45 LT 0.09 13.2 B 45Northbound LR 0.56 23.9 C 264 LR 0.77 32.1 C 381

15.0 B 20.0 BBay Street and Swan Street/Van Duzer Street

Eastbound L 0.94 125.1 F 362 L 1.11 128.3 F 449 +LTR 1.09 125.2 F 488 LTR 1.06 127.8 F 467

Westbound LTR 0.03 30.0 C 11 LTR 0.03 30.0 C 11Northbound LTR 0.45 6.8 A 46 LTR 0.57 9.4 A 48Southbound LTR 0.45 11.2 B 111 LTR 0.48 10.7 B 105

42.4 D 41.5 DVan Duzer Street and Clinton Street

Westbound TR 0.22 41.1 D 60 TR 0.28 43.9 D 75Northbound LT 0.64 13.8 B 305 LT 0.67 14.8 B 333


Westbound LTR 0.11 30.6 C 59 LTR 0.12 31.1 C 59Northbound L 0.07 20.3 C 17 L 0.23 27.7 C 29

TR 0.41 24.6 C 305 TR 0.51 27.5 C 398Southbound L 0.17 12.3 B 51 L 0.22 16.1 B 54

TR 0.84 33.8 C 563 TR 0.97 66.1 E 940 +29.0 C 45.8 D

Bay Street and Wave StreetWestbound LTR 0.18 28.4 C 53 LTR 0.19 28.2 C 49Northbound LT 0.54 18.7 B 264 LT 0.70 18.5 B 327

R 0.11 14.0 B 43 R 0.13 12.0 B 34Southbound L 0.26 7.0 A 23 L 0.38 10.6 B 27

TR 0.85 23.5 C 807 TR 1.08 77.8 E 1021 +20.8 C 49.0 D

Front Street and Wave StreetEastbound LR 0.30 19.3 B 68 LR 0.32 19.9 B 60

Northbound LT 0.66 5.0 A 29 LT 0.79 7.6 A 23Southbound TR 0.40 10.7 B 116 TR 0.55 13.2 B 176

8.7 A 11.0 BFront Street and Prospect Street

Eastbound LTR 0.26 21.8 C 47 LTR 0.26 22.2 C 47Westbound LTR 0.83 45.1 D 227 LTR 0.84 45.7 D 228Northbound TR 0.77 41.6 D 218 TR 0.96 70.6 E 514 +Southbound LT 0.83 31.7 C 301 LT 1.25 152.2 F 665 +

37.9 D 93.2 F


#Intersection &

Approach

14

15

Intersection

Intersection

Intersection

13

Intersection

12


26

Intersection

20

Intersection

Intersection

Intersection

19

Intersection

25

Intersection

Intersection

24


Intersection

Intersection

Intersection



14‐135


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.87 57.7 E 391 LT 0.90 62.5 E 413 +


TR 0.88 37.0 D 731 TR 0.91 41.6 D 78337.2 D 40.6 D

Bay Street and Water StreetWestbound LTR 0.20 32.9 C 85 LTR 0.21 33.0 C 85Northbound L 0.56 24.5 C 73 L 1.72 388.5 F 190 +

T 0.60 24.7 C 277 T 0.77 73.9 E 419 +Southbound TR 0.81 67.8 E 299 TR 1.04 80.7 F 862 +

47.0 D 93.4 FBay Street and Canal Street

Eastbound L 0.34 38.1 D 112 L 0.37 39.3 D 119TR 0.20 32.2 C 89 TR 0.20 32.3 C 89

Westbound LTR 0.18 29.8 C 49 LTR 0.31 33.9 C 68Northbound TR 0.61 8.2 A 81 TR 0.77 58.0 E 102 +Southbound LT 0.71 71.9 E 694 LT 0.94 75.0 E 755

Intersection 40.6 D Intersection 62.9 EFront Street and Canal Street

Eastbound LR 0.39 24.1 C 79 LR 0.41 23.3 C 77Northbound LT 0.42 11.0 B 122 LT 0.53 12.6 B 162Southbound TR 0.55 10.9 B 92 TR 0.68 10.8 B 90

13.0 B 13.1 BBay Street and Broad Street

Eastbound LR 0.34 41.0 D 186 LR 0.44 42.3 D 235Northbound LT 0.62 18.9 B 332 LT 1.04 69.0 E 691 +Southbound T 0.71 11.0 B 221 T 0.92 39.2 D 404

R 0.12 6.9 A 35 R 0.18 11.8 B 5216.8 B 48.1 D

Richmond Terrace and Clove RoadEastbound LT 0.89 27.9 C 895 LT 0.93 33.7 C 962

R 0.16 4.4 A 27 R 0.16 4.5 A 27Westbound L 0.56 25.1 C 56 L 0.68 42.0 D 87

TR 0.57 12.4 B 284 TR 0.66 15.3 B 390Northbound LTR 0.44 38.4 D 193 LTR 0.47 39.2 D 208


Eastbound L 0.55 56.2 E 95 L 0.56 57.5 E 96TR 0.82 60.2 E 304 TR 0.82 60.2 E 304

Westbound L 0.59 60.5 E 112 L 0.74 76.0 E 152 +TR 0.69 50.2 D 292 TR 0.71 51.3 D 300

Northbound LT 0.66 16.2 B 284 LT 0.76 19.8 B 421R 0.11 10.0 A 30 R 0.12 10.0 B 33

Southbound LTR 0.68 19.7 B 473 LTR 0.93 42.2 D 649


Eastbound L 0.18 8.1 A 27 L 0.22 9.4 A 34T 0.68 12.1 B 238 T 0.78 15.0 B 351

Westbound T 0.50 21.2 C 303 T 0.55 20.4 C 325R 0.10 13.3 B 47 R 0.16 12.9 B 61

Southbound LR 0.47 40.9 D 172 LR 0.68 50.2 D 242 +18.0 B 20.8 C


Northbound L 0.24 14.5 B 74 L 0.27 15.0 B 76T 0.58 74.4 E 373 T 0.66 75.8 E 454

Southbound T 0.40 21.3 C 186 T 0.45 24.1 C 216R 0.32 4.1 A 22 R 0.34 4.2 A 25

41.0 D 42.8 D


#Intersection &

Approach

Intersection

29

27

Intersection

38

Intersection

30

Intersection

36

Intersection

35

Intersection

Intersection

28

Intersection

32

Intersection

31

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection



14‐136


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)


TR 0.47 15.9 B 219 TR 0.52 16.2 B 235Westbound LTR 0.16 16.9 B 86 LTR 0.22 16.1 B 102Northbound L 0.47 44.2 D 102 L 0.50 46.2 D 103



Westbound L 0.74 91.9 F 225 L 0.78 89.9 F 243Southbound L 0.27 6.4 A 122 L 0.29 8.3 A 143

T 0.50 8.8 A 301 T 0.53 11.5 B 35622.0 C 26.7 C

Broad Street and Targee StreetEastbound LT 0.55 47.4 D 336 LT 0.56 53.7 D 336 +

Westbound TR 0.36 41.7 D 193 TR 0.47 41.3 D 249Northbound LT 0.98 52.5 D 834 LT 1.00 58.7 E 868 +

R 0.45 18.5 B 188 R 0.51 20.1 C 22544.4 D 48.2 D

Vanderbilt Avenue and Tompkins AvenueEastbound LTR 0.88 40.4 D 741 LTR 0.95 49.9 D 826 +

Westbound LTR 0.43 15.2 B 145 LTR 0.51 16.2 B 141Northbound LTR 1.26 177.2 F 476 LTR 1.37 220.2 F 529 +Southbound LTR 1.08 99.8 F 587 LTR 1.12 113.7 F 618 +

79.8 E 94.6 FBay Street and Vanderbilt Avenue


Northbound LT 0.74 13.9 B 235 LT 0.99 46.8 D 659 +Southbound T 0.63 28.8 C 491 T 0.81 35.8 D 567

R 0.25 5.9 A 77 R 0.31 8.2 A 8620.2 C 33.1 C

Bay Street and Edgewater DriveWestbound LR 0.42 34.5 C 182 LR 0.51 36.2 D 224Northbound TR 0.37 8.5 A 70 TR 0.45 9.3 A 62Southbound T 0.69 12.3 B 361 T 0.85 23.4 C 533

Northwestbound R 0.19 0.5 A 0 R 0.20 0.6 A 014.9 B 19.8 B

Bay Street and Hylan BoulevardEastbound LTR 0.73 29.8 C 208 LTR 0.86 41.0 D 505

Westbound LTR 1.02 100.6 F 449 LTR 1.04 106.0 F 454 +Northbound LTR 1.31 176.2 F 696 LTR 2.54 713.8 F 800 +Southbound T 0.82 39.1 D 546 T 1.05 73.0 E 876 +

R 0.26 10.0 A 67 R 0.37 11.8 B 9085.5 F 249.5 F

Bay Street and School RoadEastbound L 1.06 93.1 F 660 L 1.21 146.1 F 792 +

TR 0.14 13.3 B 48 TR 0.14 13.3 B 48Westbound LTR 0.00 23.5 C 7 LTR 0.00 23.5 C 7Northbound LTR 0.09 13.6 B 47 LTR 0.09 13.6 B 47Southbound LTR 0.09 6.4 A 20 LTR 0.18 5.6 A 25

R 0.70 3.9 A 30 R 0.77 4.9 A 2037.9 D 56.6 E


#Intersection &

Approach

Intersection

41

Intersection

Intersection

Intersection

Intersection

Intersection

Intersection

48

Intersection


Intersection

47

Intersection

45

Intersection


Intersection

44

Intersection

43

Intersection

42

Intersection

49

Intersection


14‐137

Table14‐31(con’t):SignalizedLevelofServiceAnalysis–WeekdayMDPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.66 11.7 B 366 TR 0.71 13.2 B 404

Westbound LT 0.91 11.8 B 129 LT 1.04 35.5 D 116Northbound LR 0.19 36.2 D 81 LR 0.19 36.2 D 81


Eastbound L 0.66 37.6 D 111 L 0.66 36.5 D 102TR 0.78 27.1 C 558 TR 0.84 32.1 C 612

Westbound LT 1.44 227.7 F 1256 LT 1.69 337.5 F 1332 +R 0.02 8.5 A 4 R 0.02 8.3 A 3

Northbound L 0.10 34.5 C 37 L 0.10 34.5 C 37TR 0.18 35.4 D 83 TR 0.19 35.5 D 88


118.0 F 169.4 FRichmond Terrace and Westervelt Avenue

Eastbound TR 0.81 20.9 C 346 TR 0.87 24.6 C 633Westbound LT 0.80 71.4 E 424 LT 0.91 80.8 F 863 +Northbound LR 0.45 37.0 D 186 LR 0.45 37.0 D 187

44.9 D 50.7 DHamilton Avenue and Richmond Terrace

Northbound LT 0.90 22.7 C 526 LT 0.98 33.9 C 589Southbound TR 0.43 12.1 B 153 TR 0.46 13.0 B 172

18.3 B 25.1 CWall Street and Richmond Terrace

EastboundWestbound LTR 0.86 66.0 E 376 LTR 0.86 66.5 E 376

L 0.98 93.5 F 350 L 0.98 95.3 F 350Northbound T 0.56 10.4 B 337 T 0.59 11.8 B 370

R 0.51 11.5 B 292 R 0.51 11.5 B 292Southbound LTR 0.59 14.6 B 95 LTR 0.65 15.5 B 101

27.4 C 27.8 CRichmond Terrace and Ferry Terminal (bus)

Westbound L 0.98 134.0 F 165 L 0.98 139.4 F 165 +R 0.46 51.0 D 63 R 0.46 51.0 D 63

Northbound T 0.66 19.0 B 57 T 0.70 34.1 C 57Southbound T 0.88 65.2 E 521 T 0.92 82.4 F 569 +

47.1 D 62.0 ERichmond Terrace and Ferry Terminal (parking lot)

Westbound L 0.53 48.4 D 95 L 0.53 48.4 D 95R 0.11 15.8 B 19 R 0.11 16.6 B 19

Northbound T 0.98 64.6 E 429 T 1.03 91.1 F 469 +R 0.18 17.0 B 58 R 0.18 16.7 B 58R 0.20 17.5 B 32 R 0.20 17.2 B 32

Southbound L 1.80 425.3 F 92 L 1.76 404.1 F 90TR 1.11 69.4 E 882 TR 1.17 93.8 F 890 +

74.0 E 93.8 FBay Street and Slosson Terrace

Eastbound LR 0.17 24.7 C 56 LR 0.38 28.2 C 109Northbound L 0.61 31.2 C 61 L 0.89 50.0 D 90 +

T 0.90 15.7 B 180 T 0.93 17.3 B 287Southbound TR 1.17 103.1 F 689 TR 1.21 122.1 F 724 +

59.8 E 69.4 EVictory Boulevard and Bay Street/St. Marks Place

Eastbound TR 0.42 18.5 B 188 TR 0.53 22.8 C 237R 0.45 18.6 B 167 R 0.51 20.2 C 184

Westbound T 0.81 89.8 F 382 T 0.95 86.1 F 344L 0.11 18.8 B 18 L 0.13 17.6 B 13

Southbound LT 0.53 31.9 C 171 LT 0.54 32.3 C 174R 0.49 33.3 C 107 R 0.53 35.5 D 111

50.2 D 50.5 D

7


10


11


2


3


Int #Intersection &

Approach

No-Action Conditions With-Action Conditions

1


8


9


5



14‐138


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.62 31.5 C 186 L 0.90 60.2 E 272 +

LT 0.61 30.6 C 144 LT 0.79 41.1 D 262Westbound LTR 0.35 26.7 C 93 LTR 1.40 228.6 F 401 +Northbound L 2.78 829.5 F 176 L 3.62 1204.3 F 164 +

TR 0.86 26.3 C 172 TR 0.89 26.2 C 162

Southbound LT 0.90 41.9 D 318 LT 1.20 126.2 F 348 +R 0.90 93.8 F 225 R 1.05 90.4 F 245

98.4 F 165.8 FBay Street and Hannah Street

Eastbound LTR 0.07 17.8 B 35 LTR 0.07 17.9 B 35Westbound LTR 0.67 15.2 B 76 LTR 0.93 30.9 C 359Northbound LTR 1.82 394.1 F 799 LTR 2.04 488.8 F 853 +Southbound L 4.65 1675.8 F 429 L 5.97 2255.1 F 426 +

T 0.73 11.9 B 142 T 0.79 14.5 B 141R 0.30 3.0 A 1 R 0.41 8.9 A 26

321.1 F 439.6 FFront Street and Hannah Street

Eastbound TR 0.38 10.2 B 0 TR 0.45 10.1 B 0Westbound LT 0.10 13.4 B 47 LT 0.10 13.4 B 47Northbound LR 0.52 23.1 C 243 LR 0.88 45.8 D 424 +

16.2 B 26.4 CBay Street and Swan Street/Van Duzer Street

Eastbound L 0.61 31.9 C 185 L 0.68 36.2 D 220LTR 0.60 31.6 C 177 LTR 0.67 35.8 D 210

Westbound LTR 0.00 17.5 B 5 LTR 0.00 17.5 B 5Northbound LTR 0.71 64.5 E 309 LTR 0.78 66.3 E 407Southbound LTR 0.83 17.3 B 146 LTR 0.90 19.9 B 183




Westbound LTR 0.29 23.7 C 89 LTR 0.29 23.7 C 89Northbound L 0.41 20.1 C 11 L 0.41 20.1 C 10

TR 0.66 18.0 B 138 TR 0.73 18.7 B 136Southbound L 0.35 7.9 A 12 L 0.42 10.5 B 12

TR 1.37 188.1 F 1236 TR 1.49 242.5 F 1310 +101.7 F 129.3 F

Bay Street and Wave StreetWestbound LTR 0.31 25.4 C 77 LTR 0.30 25.0 C 78Northbound LT 1.38 204.3 F 826 LT 1.56 279.3 F 940 +

R 0.13 13.6 B 26 R 0.13 13.3 B 25Southbound L 0.84 41.2 D 17 L 0.82 38.8 D 16

TR 1.43 215.4 F 658 TR 1.55 268.9 F 665 +196.0 F 255.4 F


Northbound LT 0.65 6.2 A 12 LT 0.79 9.9 A 11Southbound TR 0.47 11.4 B 154 TR 0.58 13.2 B 203

9.4 A 12.0 BFront Street and Prospect Street

Eastbound LTR 0.20 21.5 C 43 LTR 0.21 21.6 C 45Westbound LTR 0.29 22.4 C 65 LTR 0.29 22.5 C 65Northbound TR 1.00 72.5 E 369 TR 1.22 141.8 F 466 +Southbound LT 1.43 231.4 F 380 LT 2.56 731.1 F 517 +

133.2 F 384.1 F

26


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20


14


15


12


13


Int #Intersection &

Approach



14‐139


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.77 41.3 D 215 LT 0.81 44.7 D 232


TR 0.69 21.0 C 326 TR 0.71 22.0 C 34424.3 C 25.6 C

Bay Street and Water StreetWestbound LTR 0.28 26.8 C 81 LTR 0.28 26.7 C 80Northbound L 1.72 348.4 F 89 L 1.77 373.4 F 82 +

T 1.10 63.8 E 187 T 1.23 120.2 F 175 +Southbound TR 1.38 204.5 F 897 TR 1.49 252.9 F 996 +

147.8 F 195.7 FBay Street and Canal Street

Eastbound L 0.73 171.3 F 186 L 0.64 161.1 F 165TR 0.24 20.9 C 73 TR 0.24 20.8 C 73

Westbound LTR 0.20 141.3 F 51 LTR 0.28 144.2 F 66Northbound TR 1.22 119.4 F 59 TR 1.39 196.5 F 71 +Southbound LT 3.31 1052.7 F 618 LT 3.64 1201.2 F 642 +

Intersection 547.2 F Intersection 643.7 FFront Street and Canal Street

Eastbound LR 0.60 27.5 C 98 LR 0.67 31.3 C 113Northbound LT 0.60 14.1 B 189 LT 0.69 16.9 B 240Southbound TR 0.49 11.7 B 60 TR 0.60 13.5 B 48


Eastbound LR 0.25 26.7 C 107 LR 0.32 25.6 C 140Northbound LT 3.71 1234.7 F 239 LT 4.11 1418.4 F 272 +Southbound T 1.25 136.3 F 114 T 1.36 186.7 F 119 +

R 0.20 14.3 B 15 R 0.25 14.5 B 19574.6 F 666.5 F


R 0.13 2.3 A 26 R 0.13 2.5 A 30Westbound L 0.35 21.1 C 98 L 0.42 24.2 C 117

TR 0.85 37.6 D 826 TR 0.89 40.7 D 898Northbound LTR 0.47 39.4 D 202 LTR 0.50 40.2 D 215


Eastbound L 0.30 31.8 C 43 L 0.31 32.7 C 43TR 0.76 42.7 D 240 TR 0.76 42.7 D 240

Westbound L 0.69 51.5 D 120 L 0.69 51.0 D 119TR 0.73 40.2 D 262 TR 0.76 42.2 D 291

Northbound LTR 0.90 35.4 D 616 LTR 1.00 52.7 D 721 +

Southbound LTR 1.17 105.3 F 579 LTR 1.35 181.5 F 611 +

62.9 E 97.3 FVictory Boulevard and Jersey Street

Eastbound L 0.78 43.6 D 36 L 1.42 235.8 F 98 +T 0.98 39.7 D 485 T 1.08 68.2 E 493 +

Westbound T 1.05 70.0 E 700 T 1.14 103.6 F 796 +R 0.19 13.8 B 67 R 0.34 16.8 B 95

Southbound LR 0.50 28.3 C 146 LR 0.93 67.5 E 263 +50.1 D 88.2 F


Northbound L 0.78 52.2 D 171 L 0.99 103.9 F 192 +T 0.69 22.1 C 366 T 0.76 25.1 C 424

Southbound T 0.83 75.8 E 349 T 0.90 80.3 F 474 +R 0.39 2.9 A 10 R 0.41 3.0 A 11

39.2 D 44.5 D

38


35


36


31


32


28


29

30


27


Int #Intersection &

Approach



14‐140


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)


TR 0.34 9.8 A 95 TR 0.39 11.3 B 136Westbound LTR 0.30 20.0 C 144 LTR 0.34 22.0 C 173Northbound L 0.49 33.0 C 98 L 0.47 31.8 C 97



Westbound L 0.78 56.0 E 168 L 0.82 54.3 D 196Southbound L 0.18 8.9 A 76 L 0.19 9.5 A 76

T 0.60 14.3 B 314 T 0.64 16.0 B 32725.0 C 26.3 C

Broad Street and Targee StreetEastbound TR 0.33 29.8 C 155 TR 0.34 29.7 C 156

Westbound TR 0.58 29.9 C 227 TR 0.65 32.0 C 262Northbound LT 0.77 24.7 C 355 LT 0.79 26.0 C 373

R 0.40 14.3 B 113 R 0.48 15.8 B 13924.6 C 25.8 C

Vanderbilt Avenue and Tompkins AvenueEastbound LTR 1.00 63.3 E 552 LTR 1.06 79.5 E 603 +

Westbound LTR 0.78 9.9 A 71 LTR 0.92 14.3 B 243Northbound LTR 1.25 162.3 F 463 LTR 1.29 177.3 F 489 +Southbound LTR 0.99 69.1 E 497 LTR 0.98 67.3 E 489

72.3 E 79.9 EBay Street and Vanderbilt Avenue


Northbound LT 5.20 1912.8 F 1176 LT 8.44 3368.1 F 1266 +Southbound T 1.20 105.3 F 458 T 1.25 128.1 F 366 +

R 0.37 1.5 A 10 R 0.46 1.8 A 12730.2 F 1216.8 F

Bay Street and Edgewater DriveWestbound LR 0.36 23.2 C 124 LR 0.42 24.1 C 150Northbound TR 0.59 16.9 B 74 TR 0.67 17.6 B 73Southbound T 0.96 28.7 C 328 T 1.00 33.6 C 326

Northwestbound R 0.25 0.6 A 0 R 0.27 0.8 A 020.8 C 23.0 C

Bay Street and Hylan BoulevardEastbound LTR 1.03 81.1 F 534 LTR 1.12 110.0 F 594 +

Westbound LTR 0.90 66.8 E 300 LTR 0.92 69.9 E 302Northbound LTR 4.89 1762.1 F 751 LTR 6.45 2463.6 F 774 +Southbound T 1.12 97.0 F 572 T 1.21 134.6 F 642 +

R 0.58 18.0 B 170 R 0.64 18.7 B 190587.6 F 821.6 F


TR 0.12 12.1 B 39 TR 0.12 12.1 B 39Westbound LTR 0.01 15.2 B 8 LTR 0.01 15.2 B 8Northbound LTR 0.22 15.2 B 83 LTR 0.22 15.2 B 83Southbound LTR 0.08 16.7 B 23 LTR 0.08 17.0 B 21

R 0.71 6.7 A 325 R 0.71 7.0 A 32582.1 F 107.0 F

49


47


48


44


45


42


43


41



Int #Intersection &

Approach



14‐141

Table14‐31(con’t):SignalizedLevelofServiceAnalysis–WeekdayPMPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.75 28.8 C 738 TR 0.84 34.6 C 837

Westbound LT 1.14 81.4 F 278 LT 1.52 253.0 F 689 +Northbound LR 0.14 35.3 D 67 LR 0.14 35.4 D 68

56.4 E 147.0 FRichmond Terrace and Jersey Street

Eastbound L 0.72 39.2 D 106 L 0.81 48.3 D 92 +TR 0.83 28.1 C 598 TR 0.93 36.8 D 956

Westbound LT 1.29 163.2 F 1186 LT 1.73 353.4 F 1134 +R 0.01 11.1 B 4 R 0.01 9.8 A 3

Northbound L 0.20 39.5 D 42 L 0.20 39.5 D 42TR 0.19 37.0 D 88 TR 0.20 37.3 D 91


85.2 F 165.5 FRichmond Terrace and Westervelt Avenue

Eastbound TR 0.88 25.8 C 409 TR 0.98 47.9 D 456 +Westbound LT 0.78 78.1 E 344 LT 1.10 101.3 F 935 +Northbound LR 0.52 38.5 D 223 LR 0.52 38.5 D 223

47.6 D 67.3 EHamilton Avenue and Richmond Terrace

Northbound LT 0.87 21.5 C 371 LT 0.99 36.3 D 612Southbound TR 0.48 34.0 C 331 TR 0.54 33.6 C 366

26.8 C 35.1 DWall Street and Richmond Terrace

EastboundWestbound LTR 0.66 185.5 F 312 LTR 0.66 185.5 F 312

L 0.62 175.4 F 273 L 0.62 177.9 F 273Northbound T 0.55 4.5 A 38 T 0.60 5.2 A 52

R 0.51 5.6 A 32 R 0.51 6.1 A 39Southbound LTR 0.61 8.3 A 73 LTR 0.71 11.7 B 93


Westbound L 0.67 57.7 E 174 L 0.67 57.7 E 174R 0.34 44.1 D 84 R 0.34 44.1 D 84

Northbound T 0.72 75.4 E 65 T 0.78 80.1 F 63 +Southbound T 0.90 80.1 F 712 T 0.98 87.1 F 832 +

75.5 E 81.0 FRichmond Terrace and Ferry Terminal (parking lot)

Westbound L 0.77 58.0 E 286 L 0.77 58.0 E 286R 0.16 13.2 B 40 R 0.16 13.2 B 40

Northbound T 1.38 208.0 F 695 T 1.50 260.0 F 775 +R 0.26 2.1 A 12 R 0.26 3.2 A 22R 0.30 3.2 A 6 R 0.30 4.5 A 11

Southbound L 4.16 1457.1 F 350 L 4.16 1451.3 F 314TR 0.91 55.7 E 332 TR 1.00 64.5 E 1022 +


Eastbound LR 0.20 34.4 C 80 LR 0.60 44.6 D 218Northbound L 0.57 32.6 C 89 L 0.59 30.8 C 82

T 0.86 46.1 D 381 T 0.90 64.1 E 402 +Southbound TR 1.13 95.5 F 928 TR 1.20 125.6 F 1023 +

69.9 E 91.2 FVictory Boulevard and Bay Street/St. Marks Place


Westbound T 0.74 37.6 D 151 T 0.91 62.5 E 225 +L 0.08 3.2 A 3 L 0.08 5.0 A 4

Southbound LT 0.56 46.6 D 209 LT 0.58 47.3 D 214R 0.91 84.4 F 263 R 0.97 98.1 F 275 +

34.9 C 47.1 D

7


10


11


2


3


Int #Intersection &

Approach


1


8


9


5



14‐142


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.84 72.0 E 320 L 0.90 83.1 F 351 +

LT 0.84 72.9 E 325 LT 0.88 95.2 F 363 +Westbound LTR 0.75 57.8 E 204 LTR 2.61 756.6 F 863 +Northbound L 2.23 577.1 F 222 L 3.75 1255.3 F 246 +

TR 0.70 16.7 B 262 TR 0.73 17.8 B 204

Southbound LT 0.86 14.1 B 130 LT 1.08 55.4 E 172 +R 0.76 11.9 B 70 R 0.89 27.9 C 108

60.2 E 210.2 FBay Street and Hannah Street

Eastbound LTR 0.11 30.5 C 64 LTR 0.11 30.7 C 64Westbound LTR 0.88 58.9 E 529 LTR 1.13 122.3 F 683 +Northbound LTR 1.18 118.7 F 740 LTR 1.39 208.7 F 866 +Southbound L 2.51 711.6 F 666 L 4.09 1404.1 F 698 +

T 0.55 24.3 C 374 T 0.66 22.3 C 331R 0.29 7.6 A 67 R 0.38 10.8 B 69


Eastbound TR 0.45 3.7 A 67 TR 0.55 4.0 A 72Westbound LT 0.10 13.3 B 47 LT 0.10 13.4 B 47Northbound LR 0.61 25.2 C 289 LR 0.83 37.5 D 424

13.8 B 18.4 BBay Street and Swan Street/Van Duzer Street

Eastbound L 0.63 70.6 E 192 L 0.68 114.9 F 202 +LTR 0.61 65.9 E 215 LTR 0.67 115.4 F 228 +

Westbound LTR 0.00 0.0 0.0 0 LTR 0.00 0.0 0.0 0Northbound LTR 0.55 20.5 C 262 LTR 0.61 21.9 C 318Southbound LTR 0.67 5.9 A 41 LTR 0.81 8.2 A 42

20.8 C 27.8 CVan Duzer Street and Clinton Street

Westbound TR 0.28 37.4 D 79 TR 0.32 38.3 D 86Northbound LT 0.39 9.2 A 146 LT 0.40 9.3 A 150


Westbound LTR 0.39 117.0 F 153 LTR 0.41 710.4 F 154 +Northbound L 0.33 11.4 B 5 L 0.40 10.2 B 5

TR 0.53 5.7 A 113 TR 0.62 5.8 A 100Southbound L 0.31 9.7 A 20 L 0.40 11.1 B 15

TR 1.14 89.3 F 1319 TR 1.38 193.5 F 1725 +54.8 D 144.6 F

Bay Street and Wave StreetWestbound LTR 0.40 37.1 D 74 LTR 0.41 35.2 D 54Northbound LT 1.11 84.0 F 944 LT 1.42 215.9 F 1267 +

R 0.06 7.7 A 16 R 0.07 7.9 A 16Southbound L 0.30 17.7 B 28 L 1.08 99.4 F 33 +

TR 1.17 110.2 F 1011 TR 1.39 207.1 F 1029 +93.9 F 201.0 F


Northbound LT 0.82 7.3 A 21 LT 1.09 59.5 E 20 +Southbound TR 0.49 11.6 B 161 TR 0.64 14.4 B 233

9.6 A 38.3 DFront Street and Prospect Street

Eastbound LTR 0.53 28.6 C 81 LTR 0.54 28.9 C 80Westbound LTR 0.41 24.6 C 90 LTR 0.42 24.8 C 90Northbound TR 1.34 194.0 F 889 TR 1.64 322.2 F 1058 +Southbound LT 7.14 2797.4 F 906 LT 9.60 3902.7 F 1149 +

1048.1 F 1588.3 F

26


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20


14


15


12


13


Int #Intersection &

Approach



14‐143


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.77 49.3 D 286 LT 0.97 80.1 F 394 +


TR 0.58 20.9 C 316 TR 0.59 21.3 C 32627.9 C 35.6 D

Bay Street and Water StreetWestbound LTR 0.28 79.6 E 109 LTR 0.28 74.9 E 109Northbound L 3.00 921.0 F 177 L 3.11 971.4 F 139 +



Eastbound L 0.89 82.7 F 268 L 0.88 79.9 E 263TR 0.25 33.8 C 91 TR 0.25 33.8 C 91

Westbound LTR 0.25 40.6 D 66 LTR 0.34 43.5 D 76Northbound TR 1.13 84.1 F 140 TR 1.43 217.2 F 153 +Southbound LT 3.86 1303.9 F 1227 LT 4.64 1652.0 F 1266 +

627.9 F 841.9 FFront Street and Canal Street

Eastbound LR 0.59 18.6 B 65 LR 0.70 21.2 C 71Northbound LT 0.76 19.7 B 303 LT 0.88 28.9 C 414Southbound TR 0.46 10.9 B 36 TR 0.61 11.9 B 36

16.5 B 21.4 CBay Street and Broad Street

Eastbound LR 0.29 37.5 D 150 LR 0.42 114.0 F 210 +Northbound LT 3.39 1091.2 F 763 LT 5.12 1867.4 F 827 +Southbound T 1.07 62.0 E 45 T 1.25 133.8 F 46 +

R 0.17 0.8 A 0 R 0.24 1.0 A 0483.8 F 845.5 F



TR 0.75 19.3 B 708 TR 0.81 22.6 C 791Northbound LTR 0.35 36.2 D 157 LTR 0.36 36.5 D 165

18.3 B 22.8 CVictory Boulevard and Cebra Avenue

Eastbound L 0.99 150.8 F 129 L 1.13 197.4 F 137 +TR 0.72 54.2 D 252 TR 0.72 54.2 D 252

Westbound L 0.70 68.4 E 160 L 0.73 72.2 E 170TR 0.93 76.6 E 407 TR 0.98 87.0 F 434 +

Northbound LTR 0.91 40.8 D 851 LTR 1.34 191.0 F 1180 +

SouthboundLT 1.05 47.0 D 1036 LT 1.22 113.6 F 1089 +R 0.04 3.7 A 4 R 0.04 3.6 A 4

52.8 D 127.5 FVictory Boulevard and Jersey Street

Eastbound L 0.94 66.3 E 63 L 2.74 807.5 F 125 +T 0.90 27.6 C 445 T 0.96 27.9 C 299

Westbound T 0.91 79.3 E 986 T 1.04 93.0 F 1208 +R 0.10 7.4 A 40 R 0.18 8.2 A 68

Southbound LR 0.53 43.3 D 176 LR 0.87 70.5 E 284 +54.6 D 103.2 F


Northbound L 0.59 30.4 C 131 L 0.91 86.4 F 197 +T 0.52 16.1 B 324 T 0.58 17.4 B 373

Southbound T 0.82 74.1 E 453 T 0.92 79.8 E 664 +R 0.37 7.0 A 61 R 0.42 8.2 A 81

41.8 D 47.2 D

38


35


36


31


32


28


29

Intersection

30


Intersection

27


Int #Intersection &

Approach



14‐144


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Broad Street and Canal StreetEastbound L 0.22 8.3 A 50 L 0.24 12.6 B 76

TR 0.22 7.8 A 70 TR 0.29 12.0 B 137Westbound LTR 0.27 16.7 B 113 LTR 0.37 17.5 B 150Northbound L 0.44 43.1 D 101 L 0.43 42.8 D 101




T 0.44 8.5 A 284 T 0.48 11.4 B 35125.0 C 26.7 C

Broad Street and Targee StreetEastbound LT 0.22 44.9 D 163 LT 0.23 44.5 D 162

Westbound TR 0.39 28.7 C 192 TR 0.50 35.1 D 270Northbound LT 0.65 22.8 C 403 LT 0.65 23.1 C 412

R 0.26 15.0 B 96 R 0.38 17.0 B 14425.3 C 26.8 C


Westbound LTR 0.74 37.2 D 384 LTR 0.94 50.7 D 488 +Northbound LTR 0.99 79.9 E 485 LTR 1.02 87.8 F 517 +Southbound LTR 0.65 39.0 D 337 LTR 0.65 38.8 D 333

45.9 D 53.7 DBay Street and Vanderbilt Avenue

Eastbound L 0.58 39.1 D 236 L 0.76 41.9 D 295R 0.21 30.2 C 63 R 0.21 27.4 C 54

Northbound LT 2.07 508.0 F 1327 LT 3.17 997.9 F 1667 +Southbound T 0.91 9.7 A 110 T 1.00 23.1 C 101

R 0.34 2.2 A 10 R 0.45 2.5 A 12197.5 F 384.6 F

Bay Street and Edgewater DriveWestbound LR 0.40 34.1 C 174 LR 0.51 36.2 D 227Northbound TR 0.56 8.5 A 54 TR 0.70 9.7 A 56Southbound T 0.77 12.1 B 178 T 0.84 13.5 B 171

Northwestbound R 0.59 12.9 B 111 R 0.63 18.4 B 16014.0 B 16.2 B

Bay Street and Hylan BoulevardEastbound LTR 1.09 95.8 F 734 LTR 1.28 169.4 F 899 +

Westbound LTR 0.98 89.2 F 441 LTR 0.99 92.4 F 444 +Northbound LTR 3.91 1326.7 F 946 LTR 5.13 1869.2 F 981 +Southbound T 1.08 85.3 F 964 T 1.23 143.6 F 1166 +

R 0.51 15.4 B 188 R 0.61 17.6 B 241471.8 F 687.2 F


TR 0.11 2.0 A 17 TR 0.11 2.0 A 17Westbound LTR 0.01 13.8 B 7 LTR 0.01 13.8 B 7Northbound LTR 0.16 24.7 C 86 LTR 0.17 24.9 C 86Southbound LTR 0.32 30.3 C 82 LTR 0.50 32.8 C 113

R 1.00 29.6 C 190 R 1.03 38.9 D 166125.7 F 185.1 F

49


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48


44


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42


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41



Int #Intersection &

Approach



14‐145

Table14‐31(con’t):SignalizedLevelofServiceAnalysis–SaturdayMDPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Richmond Terrace and Franklin AvenueEastbound TR 0.71 18.4 B 506 TR 0.76 20.6 C 552

Westbound LT 0.86 18.0 B 382 LT 1.02 32.3 C 479Northbound LR 0.11 22.8 C 48 LR 0.11 22.9 C 49


Eastbound L 0.58 33.7 C 77 L 0.58 32.9 C 70TR 0.75 6.9 A 52 TR 0.81 9.5 A 60

Westbound LT 1.10 78.1 E 687 LT 1.19 113.9 F 670 +R 0.03 9.9 A 6 R 0.03 12.4 B 5

Northbound L 0.21 27.7 C 49 L 0.21 27.7 C 49TR 0.24 27.1 C 73 TR 0.25 27.3 C 75

Southbound L 0.03 24.1 C 16 L 0.03 24.1 C 16TR 0.44 30.4 C 139 TR 0.44 30.4 C 139

39.3 D 53.7 DRichmond Terrace and Westervelt Avenue

Eastbound TR 0.79 16.2 B 270 TR 0.87 21.2 C 609Westbound LT 0.74 19.2 B 495 LT 0.89 31.6 C 613Northbound LR 0.21 21.4 C 89 LR 0.22 21.5 C 90

17.9 B 25.8 CHamilton Avenue and Richmond Terrace

Northbound LT 0.95 31.4 C 376 LT 1.03 53.2 D 425 +Southbound TR 0.53 24.8 C 244 TR 0.57 25.2 C 266

28.5 C 40.7 DWall Street and Richmond Terrace

EastboundWestbound LTR 0.80 94.2 F 383 LTR 0.80 94.2 F 383

L 0.80 93.1 F 304 L 0.80 93.1 F 304Northbound T 0.50 5.5 A 133 T 0.54 6.8 A 190

R 0.80 23.9 C 424 R 0.80 24.6 C 424Southbound LTR 0.67 60.0 E 73 LTR 0.75 62.2 E 171


Westbound L 1.24 195.9 F 206 L 1.24 195.9 F 206R 0.44 48.3 D 63 R 0.44 48.3 D 63

Northbound T 0.67 25.0 C 48 T 0.71 42.6 D 48Southbound T 0.77 27.3 C 193 T 0.81 46.0 D 208 +

37.2 D 53.4 DRichmond Terrace and Ferry Terminal (parking lot)

Westbound L 0.64 54.3 D 111 L 0.64 54.3 D 111R 0.13 15.5 B 23 R 0.13 16.3 B 23

Northbound T 1.03 70.9 E 398 T 1.09 77.3 E 440 +R 0.21 2.5 A 5 R 0.21 2.8 A 6R 0.29 3.2 A 3 R 0.29 3.5 A 3

Southbound L 1.71 386.7 F 147 L 1.69 374.4 F 138TR 1.24 130.3 F 1108 TR 1.31 158.4 F 1194 +


Eastbound LR 0.09 23.6 C 35 LR 0.14 24.3 C 49Northbound L 0.34 14.3 B 25 L 0.39 16.1 B 27

T 0.81 13.4 B 188 T 0.84 14.0 B 198Southbound TR 1.26 142.3 F 822 TR 1.30 162.7 F 865 +

82.1 F 92.6 FVictory Boulevard and Bay Street/St. Marks Place


Westbound T 0.84 74.7 E 365 T 0.92 77.5 E 401L 0.12 15.2 B 22 L 0.13 16.2 B 19


42.0 D 44.3 D

2


3


Int #Intersection &

Approach


1


8


9


5


7


10


11



14‐146


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Victory Boulevard and Bay StreetEastbound L 0.62 18.2 B 54 L 0.81 34.5 C 250

LT 0.63 18.9 B 55 LT 0.79 30.6 C 248Westbound LTR 0.23 24.2 C 72 LTR 0.76 49.2 D 194 +Northbound L 3.55 1171.5 F 247 L 4.38 1549.4 F 254 +

TR 0.74 24.2 C 185 TR 0.76 23.8 C 171

Southbound LT 0.93 43.6 D 315 LT 1.06 72.4 E 322 +R 0.57 13.6 B 68 R 0.65 23.1 C 103

119.1 F 163.9 FBay Street and Hannah Street

Eastbound LTR 0.04 17.4 B 26 LTR 0.04 17.4 B 26Westbound LTR 0.60 10.3 B 52 LTR 0.76 14.9 B 90Northbound LTR 1.43 217.9 F 666 LTR 1.59 290.2 F 719 +Southbound L 3.30 1064.7 F 410 L 4.86 1760.5 F 461 +

T 0.72 11.2 B 141 T 0.77 13.6 B 153R 0.17 3.1 A 0 R 0.20 3.6 A 4


Eastbound TR 0.38 10.5 B 0 TR 0.43 10.4 B 0Westbound LT 0.05 12.9 B 30 LT 0.05 12.9 B 30Northbound LR 0.52 23.1 C 242 LR 0.74 32.0 C 326

16.5 B 20.6 CBay Street and Swan Street/Van Duzer Street

Eastbound L 0.66 33.6 C 178 L 0.71 36.6 D 188LTR 0.17 19.9 B 66 LTR 0.19 20.2 C 69

Westbound LTR 0.00 0.0 0.0 0 LTR 0.00 0.0 0.0 0Northbound LTR 0.68 62.1 E 273 LTR 0.73 63.1 E 336Southbound LTR 0.90 21.4 C 480 LTR 0.96 26.9 C 528




Westbound LTR 0.30 23.6 C 100 LTR 0.31 23.9 C 101Northbound L 0.34 19.0 B 10 L 0.38 19.6 B 10

TR 0.63 17.4 B 147 TR 0.69 18.2 B 144Southbound L 0.54 14.2 B 25 L 0.65 21.4 C 32

TR 1.45 222.8 F 1228 TR 1.56 273.7 F 1256 +118.3 F 143.6 F

Bay Street and Wave StreetWestbound LTR 0.34 26.2 C 87 LTR 0.34 25.9 C 87Northbound LT 1.24 141.6 F 820 LT 1.41 214.7 F 949 +

R 0.10 12.9 B 22 R 0.10 12.7 B 23Southbound L 0.81 38.7 D 16 L 0.79 37.6 D 15

TR 1.54 268.3 F 707 TR 1.67 323.9 F 722 +201.4 F 259.9 F


Northbound LT 0.74 8.5 A 29 LT 0.87 11.4 B 24Southbound TR 0.39 10.4 B 125 TR 0.48 11.5 B 156

10.0 B 11.9 BFront Street and Prospect Street

Eastbound LTR 0.62 34.7 C 123 LTR 0.63 35.0 C 124Westbound LTR 0.53 27.5 C 113 LTR 0.54 27.7 C 113Northbound TR 1.04 80.4 F 380 TR 1.24 150.2 F 463 +Southbound LT 1.83 410.8 F 345 LT 3.42 1119.2 F 449 +

172.3 F 445.7 F

Int #Intersection &

Approach


12


13


19


20


14


15


26


24


25



14‐147


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Van Duzer Street and Beach StreetEastbound LT 0.65 33.9 C 212 LT 0.71 37.2 D 252


TR 0.44 14.3 B 184 TR 0.45 14.5 B 19020.1 C 21.3 C

Bay Street and Water StreetWestbound LTR 0.31 27.3 C 84 LTR 0.31 27.3 C 84Northbound L 1.74 359.2 F 107 L 1.80 383.0 F 93 +



Eastbound L 0.62 145.5 F 163 L 0.62 145.2 F 161TR 0.25 20.8 C 85 TR 0.25 20.7 C 84

Westbound LTR 0.20 134.0 F 52 LTR 0.25 134.8 F 64Northbound TR 1.17 97.7 F 77 TR 1.35 179.2 F 86 +Southbound LT 3.56 1167.3 F 664 LT 3.88 1309.0 F 677 +

606.5 F 697.8 FFront Street and Canal Street

Eastbound LR 0.65 30.2 C 110 LR 0.73 35.1 D 141Northbound LT 0.53 12.8 B 165 LT 0.61 14.4 B 200Southbound TR 0.44 10.4 B 63 TR 0.52 11.1 B 55


Eastbound LR 0.30 25.2 C 127 LR 0.38 25.1 C 156Northbound LT 3.24 1024.5 F 244 LT 3.94 1339.0 F 189 +Southbound T 1.35 180.6 F 108 T 1.46 229.5 F 111 +

R 0.20 6.3 A 0 R 0.24 6.6 A 0482.3 F 627.8 F



TR 0.69 12.3 B 177 TR 0.73 13.8 B 198Northbound LTR 0.27 22.7 C 31 LTR 0.28 22.9 C 32

16.0 B 18.2 BVictory Boulevard and Cebra Avenue

Eastbound L 0.27 29.4 C 47 L 0.28 29.9 C 48TR 0.50 31.2 C 153 TR 0.50 31.2 C 153

Westbound L 0.32 29.5 C 68 L 0.35 30.2 C 73TR 0.55 32.1 C 176 TR 0.58 33.0 C 185

Northbound LTR 0.92 37.7 D 663 LTR 0.99 50.5 D 739 +

Southbound LTR 1.07 65.3 E 561 LTR 1.17 103.8 F 601 +

46.3 D 65.7 EVictory Boulevard and Jersey Street

Eastbound L 0.74 36.0 D 40 L 1.05 91.7 F 91 +T 1.00 42.9 D 509 T 1.06 58.0 E 502 +

Westbound T 1.00 50.2 D 664 T 1.05 64.2 E 712 +R 0.12 6.4 A 24 R 0.21 7.1 A 35

Southbound LR 0.38 25.4 C 112 LR 0.59 31.6 C 15642.6 D 57.1 E


Northbound L 0.92 67.8 E 238 L 1.03 100.8 F 253 +T 0.63 19.8 B 326 T 0.67 21.1 C 360

Southbound T 0.78 64.8 E 448 T 0.82 78.7 E 541 +R 0.33 3.0 A 37 R 0.34 3.1 A 38

37.7 D 44.8 D

Int #Intersection &

Approach


27


30


31


28


29


36


38


32


35



14‐148


Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)

Lane Group

v/c Ratio

Delay (sec)

LOSQueue Length

(ft)


TR 0.25 8.6 A 70 TR 0.29 9.2 A 89Westbound LTR 0.28 13.4 B 120 LTR 0.33 14.2 B 143Northbound L 0.28 25.8 C 68 L 0.28 25.8 C 68


17.8 B 17.7 BBroad Street and Van Duzer Street


T 0.34 6.5 A 144 T 0.36 7.5 A 16122.4 C 24.5 C

Broad Street and Targee StreetEastbound LT 0.22 30.9 C 119 LT 0.22 30.2 C 120

Westbound TR 0.37 23.3 C 137 TR 0.43 24.6 C 163Northbound LT 0.58 16.8 B 265 LT 0.58 17.0 B 270

R 0.27 12.0 B 89 R 0.33 12.8 B 11119.0 B 19.3 B


Westbound LTR 0.53 4.4 A 33 LTR 0.60 4.5 A 35Northbound LTR 0.83 44.8 D 273 LTR 0.87 48.4 D 305Southbound LTR 0.61 29.6 C 248 LTR 0.61 29.7 C 248

27.9 C 30.4 CBay Street and Vanderbilt Avenue


Northbound LT 8.16 3246.2 F 1218 LT 8.95 3598.7 F 1302 +Southbound T 1.28 145.4 F 483 T 1.36 180.4 F 475 +

R 0.35 1.5 A 9 R 0.40 1.7 A 101195.9 F 1322.7 F

Bay Street and Edgewater DriveWestbound LR 0.30 22.5 C 105 LR 0.35 23.0 C 121Northbound TR 0.60 16.8 B 84 TR 0.68 17.6 B 85Southbound T 1.01 36.9 D 328 T 1.06 55.5 E 324 +

Northwestbound R 0.37 3.8 A 25 R 0.39 5.6 A 4224.1 C 31.5 C

Bay Street and Hylan BoulevardEastbound LTR 1.06 77.9 E 551 LTR 1.15 110.3 F 614 +

Westbound LTR 0.65 41.9 D 185 LTR 0.66 42.4 D 187Northbound LTR 4.39 1540.4 F 709 LTR 5.22 1909.6 F 718 +Southbound T 1.10 90.6 F 529 T 1.20 128.0 F 580 +

R 0.63 18.8 B 179 R 0.68 19.5 B 191515.8 F 654.4 F


TR 0.09 8.3 A 28 TR 0.09 8.3 A 28Westbound LTR 0.01 15.3 B 9 LTR 0.01 15.3 B 9Northbound LTR 0.10 13.9 B 46 LTR 0.10 13.9 B 46Southbound LTR 0.19 19.9 B 65 LTR 0.20 20.3 C 63

R 0.70 11.3 B 153 R 0.73 12.1 B 13798.3 F 130.1 F

Int #Intersection &

Approach




48


49


45


47


43


44


41


42


14‐149

Table14‐32:UnsignalizedLevelofServiceAnalysis–WeekdayAMPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)

Hamilton Avenue and Stuyvesant PlaceSouthbound TR 0.54 21.2 C 78 TR 0.58 22.9 C 89

Wall Street and Stuyvesant PlaceEastbound R 0.44 18.6 C 56 R 0.45 19.0 C 57

Southbound L 0.35 42.9 E 36 L 0.36 44.5 E 37Van Duzer Street and St Julian Place

Westbound R 0.03 15.7 C 2 R 0.03 16.4 C 2Bay Street and St Julian Place

Eastbound LTR 0.14 16.4 C 12 LTR 0.12 15.1 C 10Westbound LTR 0.02 10.3 B 2 LTR 0.02 9.9 A 2Northbound LTR 0.01 0.4 A 1 LTR 0.01 0.4 A 1

Bay Street and Grant StreetEastbound LTR 0.62 56.1 F 86 LTR 0.69 70.3 F 100 +

Westbound R 0.02 9.6 A 2 R 0.02 9.4 A 1Bay Street and Baltic Street

Eastbound LTR 0.45 58.9 F 49 LTR 0.91 210.3 F 104Westbound LTR 0.06 68.3 F 5 LTR 0.20 239.2 F 14Southbound LT 0.00 0.0 -- 0 LT 0.00 0.0 -- 0

Bay Street and William StreetEastbound LR 0.58 48.6 E 77 LR 0.95 138.8 F 152 +

Northbound LT 0.01 0.4 A 1 LT 0.02 0.7 A 2Bay Street and Congress Street

Eastbound LR 0.04 23.2 C 3 LR 0.07 42.2 E 6Northbound LT 0.01 0.3 A 1 LT 0.02 0.9 A 2

Jersey Street and Brook StreetWestbound LR 0.16 11.4 B 14 LR 0.17 12.0 B 16Southbound LT 0.12 4.8 A 11 LT 0.13 4.7 A 11

Pike Street and Brook StreetWestbound LT 0.02 1.6 A 2 LT 0.02 1.6 A 2

Pike Street and Victory BoulevardSouthbound LR 0.14 20.6 C 12 LR 0.22 32.4 D 20

Hudson Street and Cedar StreetEastbound LTR 0.03 10.4 B 3 LTR 0.03 10.4 B 3

Westbound LTR 0.00 11.0 B 0 LTR 0.00 11.0 B 0Northbound LTR 0.01 1.0 A 1 LTR 0.01 1.0 A 1Southbound LTR 0.00 0.0 -- 0 LTR 0.00 0.0 -- 0

Broad Street and Cedar StreetEastbound LTR 0.05 1.4 A 4 LTR 0.05 1.4 A 4

Westbound LT 0.00 0.1 A 0 LT 0.00 0.1 A 0Northbound LTR 0.00 0.0 A 0 LTR 0.00 0.0 A 0Southbound LR 0.46 33.0 D 55 LR 0.52 40.9 E 67

17


#Intersection &

Approach

18

16

4

6


40


37

39

33

34

23

21

22


14‐150

Table14‐32(con’t):UnsignalizedLevelofServiceAnalysis–WeekdayMDPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)

Hamilton Avenue and Stuyvesant PlaceSouthbound TR 0.25 13.6 B 25 TR 0.27 13.8 B 27

Wall Street and Stuyvesant PlaceEastbound R 0.31 13.4 B 34 R 0.32 13.6 B 34

Southbound L 0.10 23.9 C 8 L 0.10 24.2 C 8Van Duzer Street and St Julian Place

Westbound R 0.04 14.2 B 3 R 0.04 15.2 C 3Bay Street and St Julian Place

Eastbound LTR 0.19 24.4 C 17 LTR 0.15 20.0 C 13Westbound LTR 0.04 10.8 B 3 LTR 0.04 10.3 B 3Northbound LTR 0.02 0.7 A 2 LTR 0.02 0.6 A 2

Bay Street and Grant StreetEastbound LTR 8.60 Err F Err LTR 5.65 Err F Err

Westbound R 0.08 10.1 B 6 R 0.08 10.4 B 7Bay Street and Baltic Street

Eastbound LTR 3.03 Err F Err LTR 2.25 1391.6 F 88Westbound LTR Err Err F Err LTR Err Err F ErrSouthbound LT 0.02 2.8 A 2 LT 0.03 4.9 A 2

Bay Street and William StreetEastbound LR 4.41 Err F Err LR 4.43 Err F Err

Northbound LT 0.15 25.8 D 12 LT 0.13 24.0 C 11Bay Street and Congress Street

Eastbound LR 0.35 213.2 F 27 LR 0.36 217.3 F 27Northbound LT 0.00 0.0 -- 0 LT 0.00 0.0 -- 0



Pike Street and Victory BoulevardSouthbound LR 0.47 59.7 F 52 LR 1.93 727.5 F 164

Hudson Street and Cedar StreetEastbound LTR 0.02 10.1 B 2 LTR 0.02 9.9 A 2

Westbound LTR 0.00 10.5 B 0 LTR 0.00 10.4 B 0Northbound LTR 0.01 1.1 A 1 LTR 0.01 1.1 A 1Southbound LTR 0.00 0.0 -- 0 LTR 0.00 0.0 -- 0


Westbound LT 0.03 0.9 A 2 LT 0.03 0.9 A 2Northbound LTR 0.00 13.0 B 0 LTR 0.00 13.4 B 0Southbound LR 0.68 80.0 F 92 LR 0.64 71.4 F 85

40

22

23

33

34

37

39


21

#Intersection &

Approach


4

6

16

17

18


14‐151

Table14‐32(con’t):UnsignalizedLevelofServiceAnalysis–WeekdayPMPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)




Westbound R 0.03 12.1 B 3 R 0.04 12.8 B 3Bay Street and St Julian Place



Westbound R 0.08 9.7 A 7 R 0.08 9.8 A 7Bay Street and Baltic Street

Eastbound LTR 1.30 683.4 F 76 LTR 3.00 1965.6 F 92Westbound LTR 1.17 2659.2 F 25 LTR Err Err F ErrSouthbound LT 0.00 0.2 A 0 LT 0.01 3.7 A 1

Bay Street and William StreetEastbound LR 3.01 Err F Err LR 6.82 Err F Err +

Northbound LT 0.14 13.8 B 12 LT 0.31 91.8 F 27 +Bay Street and Congress Street

Eastbound LR 0.40 155.2 F 34 LR 0.58 261.5 F 45Northbound LT 0.03 2.1 A 2 LT 0.06 11.9 B 5



Pike Street and Victory BoulevardSouthbound LR 0.30 35.6 E 30 LR 0.98 249.4 F 107

Hudson Street and Cedar StreetEastbound LTR 0.03 9.3 A 2 LTR 0.03 9.2 A 2

Westbound LTR 0.00 0.0 A 0 LTR 0.00 0.0 A 0Northbound LTR 0.01 1.7 A 1 LTR 0.01 1.7 A 1Southbound LTR 0.01 4.1 A 1 LTR 0.01 4.1 A 1


Westbound LT 0.01 0.2 A 1 LT 0.01 0.2 A 1Northbound LTR 0.00 0.0 A 0 LTR 0.00 0.0 A 0Southbound LR 0.17 28.8 D 15 LR 0.19 32.4 D 17

40

22

23

33

34

37

39


21

#Intersection &

Approach


4

6

16

17

18


14‐152

Table14‐32(con’t):UnsignalizedLevelofServiceAnalysis–SaturdayMDPeakHourNo‐Actionvs.With‐ActionConditions

Lane Group


LOSQueue

Length (ft)Lane

Groupv/c Ratio

Delay (sec)

LOSQueue

Length (ft)




Westbound R 0.04 11.7 B 3 R 0.04 12.2 B 3Bay Street and St Julian Place



Westbound R 0.09 9.9 A 8 R 0.10 10.2 B 8Bay Street and Baltic Street

Eastbound LTR 1.39 675.4 F 86 LTR 2.18 1230.9 F 97Westbound LTR 5.02 Err F Err LTR Err Err F ErrSouthbound LT 0.00 0.0 -- 0 LT 0.00 0.0 -- 0

Bay Street and William StreetEastbound LR 1.81 568.0 F 219 LR 2.91 1110.4 F 281

Northbound LT 0.07 6.5 A 6 LT 0.09 11.6 B 7Bay Street and Congress Street

Eastbound LR 0.09 96.7 F 7 LR 0.12 140.5 F 10Northbound LT 0.01 1.2 A 1 LT 0.02 2.3 A 1



Pike Street and Victory BoulevardSouthbound LR 0.31 48.4 E 30 LR 0.73 181.2 F 73

Hudson Street and Cedar StreetEastbound LTR 0.02 9.6 A 2 LTR 0.02 9.5 A 2

Westbound LTR 0.00 9.2 A 0 LTR 0.00 9.2 A 0Northbound LTR 0.01 2.0 A 1 LTR 0.01 2.0 A 1Southbound LTR 0.00 0.0 -- 0 LTR 0.00 0.0 -- 0


Westbound LT 0.01 0.4 A 1 LT 0.01 0.3 A 1Northbound LTR 0.01 19.1 C 1 LTR 0.02 20.5 C 1Southbound LR 0.21 30.3 D 19 LR 0.22 31.5 D 20

21

#Intersection &

Approach


4

6

16

17

18


40

22

23

33

34

37

39


14‐153

H. TRANSIT

EXISTINGCONDITIONS

TheSIRand22busroutesinStatenIsland,asshownasFigure14‐20,havebeenidentifiedasthetransitoptionsmostlikelytoaccommodatetransittripsgeneratedbytheProposedActions.

STATENISLANDRAILWAY

TheSIRisarail transit linerunningalongtheeasternsideofStatenIsland.ThelineservesthreestationswithintheStudyArea:

St.GeorgeStationlocatedwithintheSt.GeorgeFerryTerminal

o ThisstationisthenorthernterminusofthelineandprovidesconnectionstoseveralbusesandtheStatenIslandFerry.ThisstationisaccessiblefromWallStreet,eastofRichmondTerrace, and theFerryTerminalViaduct roadway that leads to thebusplatforms.

TompkinsvilleStationlocatedatVictoryBoulevard,eastofBayStreet

o ThestationisaccessiblefromastairwayonMinthorneStreettothesouth,arampalong the south sidewalkof VictoryBoulevard fromBay Street to thewest, and astairwayonthesouthsidewalkofVictoryBoulevardfromFrontStreettotheeast.

StapletonStationlocatednearBayStreetandProspectStreet

o ThisstationisaccessiblefromtwostairwaysdirectlyunderneaththerailtracksonWaterStreetandProspectStreet.

SIRfaresare$2.75,equaltothefareonotherMTAbusesandsubways.StatenIslandRailwayfaresare paid only for trips that have either the St. George or Tompkinsville Stations as an origin ordestination.RiderstoorfromthesestationsmaytransferforfreebetweenSIRandlocalMTAStatenIslandbuses,andbetweenMTAManhattanbusesorsubwaysatselectstationsinlowerManhattan(viatheStatenIslandFerry).

TheSIRoperates24hoursaday,7daysaweek,withheadwaysofapproximately15minutesduringrushhoursandapproximately30minutesatothertimes.ExpresstrainsfromtheNewDorpStationtowardstheSt.GeorgeStationoperateduringtheWeekdayAMpeakhour,andexpresstrainstoGreatKillsStationfromtheSt.GeorgeStationoperateduringtheWeekdayAMandPMpeakperiods.

BUSROUTES

22MTAbusroutesprovidelocalorlimited‐stopbusserviceintheStudyArea.ThecharacteristicsforeachbusroutearesummarizedinTable14‐33.

SCALE

0 1000 FEET

Bay Street Rezoning EIS Transit Routes

Figure 14-4

1/4 mile study area

Tompkinsville

St George

Stapleton

Clifton

74/84

40/90

44/94

51/81

74/84

76/86

51/81

74/84

76/86

76/86

51/81

52

66

61/9162/92

46/96

42

46/9648/98

78

48/98

66

61/9162/92

52

78

78

78

Ferry to Manhattan

Wall St

Van

Duz

er S

t

Targ

ee S

t

Broad St

St Pau

ls A

v

Vic

tory

Blv

d

Richmond Terrace

Bay St

B

ay St

Fro

nt S

t

Stanley Ave

Brook StS

t Marks P

l

Hannah St

Swan St

St. Julian PlGrant StClinton St

Baltic St

William St

Hudson St

Can

al S

t

Cedar S

t

To

mp

kins A

ve

Congress St

Wave St

Prospect St

Canal St

Stuyvesant P

l

Hamilton Ave

Pik

e S

t

Jers

ey S

t

Franklin Ave

Westervelt A

ve



0 1000 FeetFIGURE 14-20: TRANSIT ROUTES

Staten Island Railway

Staten Island Ferry

Bus Route

1/4 mile study area

36

2500


14‐155

Table14‐33:ExistingBusTransitService

AM MD PM SatMD

S40 LocalGoethalsHomes

St.GeorgeFerryTerminal

24/7 12 15 15 15

Weekdays:6:00am‐9:00am,3:30pm‐10:30pm

Weekdays:4:10am‐2:10amWeekends:

5:30am‐1:15amWeekdays:

5:00‐10:15am,2:30pm‐1:15amWeekdays:

4:30am‐1:10amWeekends:

4:35am‐12:40amWeekdays:

6:20am‐8:20am,4:30pm‐9:45pm



Weekdays:4:30pm‐9:30pmWeekdays:

4:45am‐12:40amSaturdays:

6:00am‐11:40pmSundays:

6:45am‐9:40pmWeekdays:

6:00am‐9:00am,4:30pm‐8:10pm

Weekdays:5:50am‐9:00am,4:50pm‐7:20pmWeekdays:

5:40am‐2:00am

Weekdays:3:30pm‐10:30pm

Weekdays:4:45am‐12:35am

Weekends:6:15am‐12:30am

Weekdays:4:00pm‐7:15pm

S90 LimitedGoethalsHomes

12 N/A 20 N/ASt.GeorgeFerry

Terminal

RouteRouteType

RouteStartPoint

RouteEndPoint OperatingHoursPeakPeriodHeadway(mins)

30

S42 LimitedNew

Brighton30 30 15 N/A


S52 Local SouthBeach 15 20 20

15

S94 LimitedNew

Springville15 N/A 15 N/A


S44 LocalNew

Springville10 12 15

12 15

S96 LimitedWestShore

Plaza10 N/A 15 N/A

S46 LocalWestShore

Plaza24/7 10 12

12 15

S98 LimitedMarinersHarbor

10 N/A 15 N/A

S48 LocalMarinersHarbor

24/7 10 12

15 30

S81 Limited GrantCity N/A N/A 15 N/ASt.GeorgeFerry

Terminal

S51 Local GrantCity 24/7 8 20St.GeorgeFerry

Terminal

15

S91 LimitedNew

Springville12 N/A 15 N/A


S61 LocalNew

Springville10 15 15


15 12

S92 Limited Travis 15 N/A 15 N/A


S62 Local Travis 24/7 15 15

N/A

S74 LocalBricktown

Mall24/7 9 20 20 15

S66 LocalPort

Richmond15 30 15

N/A

S76 LocalOakwoodBeach

10 12 15 30

S84 LimitedBricktown

MallN/A N/A 20

N/A

S78 LocalBricktown

Mall24/7 10 15 15 15

S86 LimitedOakwoodBeach

N/A N/A 30















14‐156

EXISTINGTRANSITOPERATIONS

ThenumberofpersontripsgeneratedbytheProposedActionswouldexceedtheCEQRTechnicalManualscreeningthresholdfortransitfortheSt.George,TompkinsvilleandStapletonSIRstations,theSIR line,andthe followingNYCTbusroutes:S51/S81,S74/84,S76/86,andS78.DetailedSIRstationpedestrianelementanalyseswereconductedforkeystairwaysandfarecontrolgateelementsduring theWeekdayAMandWeekdayPMpeakhours.Also, an existing conditionbus load levelanalysiswasconductedfortheS51/S81,S74/84,S76/86,andS78busroutesduringtheWeekdayAMandWeekdayPMpeakhours.

SIR

EnteringandexitingvolumesonthetwostairwaysbetweentheStatenIslandFerrylevelandtheSIRplatformlevelatSt.GeorgeStation, themainstairwaybetweenthe farecontrol levelandtheSIRplatformlevelatTompkinsvilleStation,andatthefarecontrolareasatSt.GeorgeandTompkinsvilleSIRStationswerecounted in June2016during theWeekdayAMandWeekdayPMpeakperiods.EnteringandexitingvolumeswerecountedduringtheseperiodsatthestairsbetweenMinthorneStreetlevelandthestation’sfarecontrollevelinSeptember2016.Enteringandexitingvolumesatthe stairsbetweenProspectStreet level and theSIRplatform level at theStapletonStationwereestimatedbasedonprojected2015volumesfromtheNewStapletonWaterfrontDevelopmentProjectDraft EIS, adjusted to 2017 volumes using an annual background growth rate of 1.0 percent.Measurementsofthetotalwidthweretakenatthefivestairways.TheeffectivestairwaywidthswerecalculatedaccordingtotheCEQRTechnicalManualguidanceandthecountdatawassummarizedinto15‐minuteintervals.

Detailed stairway analyses were conducted for the five analysis stairways at the St. George,Tompkinsville, and Stapleton SIR Stations. The results of the analyses provided in Table 14‐34indicatethatthefivestairwaysoperateatLOSAduringallpeakperiodsanalyzed.

Table14‐34:ExistingConditions–VerticalCirculationAnalysisSt.George,Tompkinsville&StapletonSIRStationStairways

DetailedanalyseswerealsoconductedfortheSt.GeorgeandTompkinsvilleSIRStationcontrolareas.ControlarraycapacitywasbasedonNYCTguidelinesinaccordancewiththeCEQRTechnicalManual.TheresultsoftheanalysesprovidedinTable14‐35indicatethatthetwocontrolareasoperateatLOSAduringallpeakperiodsanalyzed.

Location Vertical Element ID

15‐Minute

Entering

Volume (1)

15‐Minute

Exiting Volume (1)

Tread

Width

(feet) (2)

Number of

Intermediate

Handrails

Effective

Width

(feet)

Friction

Factor

Surge

Factor

(onto platform)

Surge

Factor

(off of

platform)

15 Minute

Entering

Capacity (3)

15 Minute

Exiting

Capacity (3) V/C (4) LOS (4)

Weekday AM

North Stairway ‐ 31 370 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.19 A

South Stairway ‐ 35 308 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.16 A

Main Stairway (to/from platform) ‐ 12 14 7 1 5.75 0.9 0.8 0.75 621 582 0.04 A

Minthorne Street Stairway ‐ 3 0 4.5 0 3.50 0.9 0.9 0.8 425 378 0.01 A

Stapleton(5) North Stairway ‐ 39 23 4.5 0 3.50 0.9 0.8 0.75 378 354 0.17 A

Weekday PM

North Stairway ‐ 208 48 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.11 A

South Stairway ‐ 372 14 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.17 A




Notes:

(1) Source: SSE June 2016 field counts except for Minthorne Street stairway (SSE September 2016 field counts).

(2) Vertical elements measured at the narrowest location.

(3) Fare array capacity based on NYCT guidelines in accordance with the 2014 CEQR Technical Manual .

(4) v/c ratios and LOS ratings were calculated based on rates presented in the 2014 CEQR Technical Manual .

(5) Source: New Stapleton Waterfront Development Project Draft EIS, Appendix D ‐ Transit and Pedestrian Technical Back‐up Data, page 24. 2015 pedestrian volumes grown by 1% per year for two years as per 2014 CEQR Technical Manual guidelines (table 16‐4).

St. George

Tompkinsville

Tompkinsville

St. George


14‐157

Table14‐35:ExistingConditions–TurnstileAnalysisSt.George&TompkinsvilleSIRStationTurnstiles

DetailedSIRlinehaulanalyseswereconductedfortheWeekdayAMandWeekdayPMpeakhours.Table14‐36summarizestheresultsoftheexistingSIRconditions,includingthenumberoftrainsperhour, maximum passenger volume at the peak load point, number of cars per train, averagepassengers per car, total capacity, and available capacity for each direction during the twopeakhours.Availablecapacitywasbasedonamaximumof140passengerspercar,providedbyNYCT.TheresultsoftheanalysisindicatethattheSIRlinecurrentlyoperatesundercapacityattheirpeakloadpointsinbothdirectionsduringthetwopeakhours.

Table14‐36:ExistingConditions–SIRLineHaulAnalysis

Bus

ThemostrecentbusridershipdatawereprovidedfortheS51/S81,S74/84,S76/86,andS78NYCTbusroutesbasedontheNYCTRide‐Checksurveyresults.Thisdatawasutilizedtodeterminethepeak hour bus service during the Weekday AM and Weekday PM peak hours. Table 14‐37summarizes the results of the existing bus conditions, including the number of buses per hour,maximumpassengervolumeatthepeakloadpoint,averagepassengersperbus,totalroutecapacity,andavailablecapacityforeachoftheanalyzedbusroutesbydirectionduringthetwopeakhours.Availablecapacitywasbasedonamaximumof54passengersperbusastheseroutesuse40‐footstandardbuses.Theresultsof theanalysis indicate that theS74/84,S76/86, andS78busroutescurrently operate over capacity at its peak load point in the northbound direction during theWeekdayAMpeakhour.Thesethreebusroutesoperateundercapacityattheirpeakloadpointsinthe southbound direction during theWeekday AM peak hour and in both directions during theWeekdayPMpeakhour.

Station

Station

Elements

Quantity

(Entry)

Quantity

(Exit)

15‐Minute

Entering

Volume (1)

15‐Minute

Exiting

Volume (1)Friction

Factor (2)

Surge

Factor

(onto

platform)

Surge

Factor

(off of

platform)

15 Minute

Entering

Capacity (3)

15 Minute

Exiting


Turnstile 11 13

Turnstile 2 3

Turnstile 11 13

Turnstile 2 3

Notes:

(1) Source: SSE June 2016 field counts.

(2) A friction factor of 1 was assumed as entries and exists are clearly separated and assigned to specific turnstiles.



Weekday AM

A

1 0.8 0.75

1 0.8 0.75 0.03840 1290Tompkinsville Station 12

A627

14

St. George Station 42 0.134620 7095

0.15 A

A

Weekday PM

Tompkinsville Station 12 20 1 0.04

1 0.8 0.75

0.8

4620 7095

840 1290

St. George Station 531 48

0.75

Peak Direction Maximum Load Point Station

Peak Hour

Trains (1)

Passengers per

Train at peak

Load Point (1)

Peak Hour

Passengers at

peak Load

Point

Cars per

Train (1)

Average

Peak Hour

Passengers

Per Car

Total

Capacity per

Hour (2)

Available

Capacity per

Hour

To St. George Clifton 4 263 1052 4 66 2240 1188

From St. George Stapleton 3 230 690 4 58 1680 990

Notes:

(1) Based on most currently available data from NYCT.

(2) Available capacity based on a maximum of 140 passengers per car from NYCT.

Weekday AM

Weekday PM


14‐158

Table14‐37:ExistingConditions–LocalBusLineHaulAnalysis

THEFUTUREWITHOUTTHEPROPOSEDACTION

The futurewithout the 2030No‐Action Condition for the transit analyses builds on the ExistingConditionsanalysisby incorporatingbackgroundgrowth, transit tripsgeneratedbyothernearbyprojectsexpectedtobecompletedbythebuildyear,developmentofthelanduseparcelswithintheProject Area that could occur pursuant to existing zoning, and anticipated changes to transitoperations in theStudyArea.TheNo‐ActionConditionservesas thebaseline towhich theWith‐ActionConditionwillbecomparedtoidentifypotentialimpacts.

Thesameannualbackgroundgrowthratesasusedforthevehiculartrafficanalyseswereusedtoestimate increases in transit trips associatedwith growth through2030. An annual backgroundgrowthrateof0.50percentforthefirstfiveyearsand0.25percentfortheyearsbeyondwereappliedfortheSt.Georgearea.Anannualgrowthrateof1.0percentforthefirstfiveyearsand0.5percentfortheyearsbeyondwereappliedforotherlocationsinStatenIsland.Theannualgrowthrateswereappliedfortherespectiveareas,overaperiodof15years,todevelopthe2030No‐ActionConditionbackground transit volumes. In addition to the background growth, the development projectsexpectedtobecompletedby2030locatedwithinandadjacenttothe¼‐mileasshowninChapter2,Table2‐9andFigure2‐8,anddevelopmentofthelanduseparcelswithintheStudyAreathatcouldoccurpursuanttoexistingzoningasshowninTable14‐1,wereconsideredtoforecasttheNo‐ActionConditiontransitvolumes.

Noimprovementstotransitoperation/servicewereconsideredfortheNo‐ActionCondition.

Route

Peak

Direction Maximum Load Point

Peak Hour

Buses (1)Peak Hour

Passengers (1)

Average

Passengers

Per Bus

Total

Capacity (2)Available

Capacity

S51/81 NB Bay Street and Canal Street 7 345 49 378 33

S51/81 SB Bay Street and Victory Boulevard 4 82 21 216 134

S74/84 NB Bay Street and Victory Boulevard 6 350 58 324 ‐26

S74/84 SB Richmond Road and Clove Road 4 152 38 216 64


S76/86 SB Richmond Road and Clove Road 6 185 31 324 139

S78 NB Bay Street and Victory Boulevard 6 419 70 324 ‐95

S78 SB Hylan Boulevard and Clove Road 7 291 42 378 87

S51/81 NB Bay Street and Victory Boulevard 4 139 35 216 77


S74/84 NB Targee Street and DeKalb Street 4 124 31 216 92


S76/86 NB Bay Street and Victory Boulevard 4 127 32 216 89


S78 NB Hylan Boulevard and Clove Road 4 187 47 216 29

S78 SB Bay Street and Victory Boulevard 5 197 39 270 73

Notes:

(1) Based on most currently available data from NYCT/MTA.

(2) Available capacity based on a maximum of 54 passengers per bus (40‐foot standard buses).

Weekday AM

Weekday PM


14‐159

SIR

Subwaystairandturnstilevolumesassociatedwiththegeneralannualbackgroundgrowthratesandthedevelopmentprojectsplannedfor2030wereaddedtotheexistingvolumestogeneratepeakperiodsubwaystairandturnstilevolumesfortheNo‐ActionConditionanalysis.

As shown in Table 14‐38, the results of the No‐Action Condition analysis indicate that the SIRstairwaysattheSt.George,Tompkinsville,andStapletonSIRstationsareprojectedtooperateatLOSAduringallpeakhoursanalyzed.

Table14‐38:No‐ActionCondition–VerticalCirculationAnalysisSt.George,Tompkinsville&StapletonSIRStationStairways

AsshowninTable14‐39,theresultsoftheNo‐ActionConditionanalysisindicatethatthecontrolareasattheSt.GeorgeandTompkinsvilleSIRstationsareprojectedtooperateatLOSAduringallpeakhoursanalyzed.Table14‐39:No‐ActionCondition–TurnstileAnalysisSt.George&TompkinsvilleSIRStationTurnstiles


15‐Minute

Entering

Volume (1)

15‐Minute

Exiting Volume (1)

Tread

Width

(feet) (2)

Number of

Intermediate

Handrails

Effective

Width

(feet)

Friction

Factor

Surge

Factor

(onto platform)

Surge

Factor

(off of

platform)

15 Minute

Entering

Capacity (3)

15 Minute

Exiting


Weekday AM

North Stairway ‐ 43 410 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.21 A

South Stairway ‐ 47 344 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.18 A




Weekday PM

North Stairway ‐ 265 84 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.16 A

South Stairway ‐ 437 48 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.22 A




Notes:

(1) St. George station: Projected SIR passengers were assumed to use the north and south stairways evenly (50%/50%). New stairway volumes associated with the general background growth were distributed based on the existing counts.





Tompkinsville

St.George

Tompkinsville

St.George

Station

Station

Elements

Quantity

(Entry)

Quantity

(Exit)

15‐Minute

Entering

Volume

15‐Minute

Exiting

Volume

Friction

Factor (1)

Surge

Factor

(onto

platform)

Surge

Factor

(off of

platform)

15 Minute

Entering

Capacity (2)

15 Minute

Exiting


Turnstile 11 13

Turnstile 2 3

Turnstile 11 13

Turnstile 2 3

Notes:




ATompkinsville Station 24 33 1 0.8 0.75 840 1290 0.07

Weekday PM

St. George Station 651 118 1 0.8 0.75 4620 7095 0.20 A


Weekday AM



14‐160

AsshowninTable14‐40,theresultsoftheNo‐ActionConditionlinehaulanalysisindicatethattheSIRlineisprojectedtooperateundercapacityatitspeakloadpointsinbothdirectionsduringtheWeekdayAMandPMpeakhours.

Table14‐40:No‐ActionCondition–SIRLineHaulAnalysis

BUS

As shown inTable 14‐41, the results of the No‐Action Condition bus analyses indicate that theS51/81,S74/84,S76/86,andS78busroutesareprojectedtooperateovercapacityattheirpeakloadpointsinthenorthbounddirectionduringtheWeekdayAMpeakhour.TheS51/81andS74/84busroutesareprojectedtooperateovercapacityattheirpeakloadpointsinthesouthbounddirectionduringtheWeekdayAMpeakhour;theS76/86andS78busroutesareprojectedtooperateundercapacityattheirpeakloadpointsinthesouthbounddirectionduringtheWeekdayAMpeakhour.DuringtheWeekdayPMpeakhour,theS51/81,S76/86,andS78busroutesareprojectedtooperateovercapacityatitspeakloadpointinthebothdirections,andtheS74/84busrouteisprojectedtooperateundercapacityattheirpeakloadpointsinbothdirections.


Peak Hour

Trains (1)

Peak Hour

Passengers at

peak Load

Point

Cars per

Train (1)

Average

Peak Hour

Passengers

Per Car

Total

Capacity per

Hour (2)

Available

Capacity per

Hour

To St. George Clifton 4 1345 4 84 2240 895

From St. George Stapleton 3 1194 4 99 1680 486

Notes:



Weekday AM

Weekday PM


14‐161

Table14‐41:No‐ActionCondition‐LocalBusLineHaulAnalysis

THEFUTUREWITHTHEPROPOSEDACTION

AsdiscussedaboveinSectionE,“Level2ScreeningAssessment,”thetransittripsgeneratedbytheProposedActionswereassignedtotheSIRstationsandbusroutesservingtheStudyArea.

SIR

Subwaystairand turnstilevolumesassociatedwith theProposedActionswereadded to theNo‐ActionConditionvolumestogeneratepeakperiodsubwaystairandturnstilevolumesfortheWith‐ActionConditionanalysis.

As shown inTable 14‐42, the results of theWith‐ActionCondition analysis indicate that the SIRstairwaysattheSt.GeorgeandTompkinsvilleSIRstationsareprojectedtooperateatLOSandthattheSIRstairwayattheStapletonSIRstationisprojectedtooperateatLOSBduringallpeakhoursanalyzed. Therefore, this would not constitute a significant adverse impact for the SIR Stationstairways.

RoutePeak

Direction Maximum Load PointPeak Hour

Buses (1)Peak Hour

Passengers

Average

Passengers

Per Bus

Total

Capacity (2)Available

Capacity

S51/81 NB Bay Street and Canal Street 7 504 72 378 ‐126

S51/81 SB Bay Street and Victory Boulevard 4 233 58 216 ‐17S74/84 NB Bay Street and Victory Boulevard 6 442 74 324 ‐118

S74/84 SB Richmond Road and Clove Road 4 234 58 216 ‐18S76/86 NB Bay Street and Victory Boulevard 7 558 80 378 ‐180

S76/86 SB Richmond Road and Clove Road 6 323 54 324 1S78 NB Bay Street and Victory Boulevard 6 493 82 324 ‐169

S78 SB Hylan Boulevard and Clove Road 7 348 50 378 30


S51/81 SB Bay Street and Victory Boulevard 7 402 57 378 ‐24S74/84 NB Targee Street and DeKalb Street 4 192 48 216 24S74/84 SB Bay Street and Victory Boulevard 5 255 51 270 15S76/86 NB Bay Street and Victory Boulevard 4 281 70 216 ‐65S76/86 SB Bay Street and Victory Boulevard 5 368 74 270 ‐98S78 NB Hylan Boulevard and Clove Road 4 262 65 216 ‐46S78 SB Bay Street and Victory Boulevard 5 293 59 270 ‐23

Notes:


Weekday AM

Weekday PM



14‐162

Table14‐42:With‐ActionCondition–VerticalCirculationAnalysisSt.George,TompkinsvilleandStapletonSIRStationStairways

AsshowninTable14‐43,theresultsoftheWith‐ActionConditionanalysisindicatethatthecontrolareasattheSt.GeorgeandTompkinsvilleSIRstationsareprojectedtooperateatLOSAduringallpeakhoursanalyzed.Therefore,thiswouldnotconstituteasignificantadverseimpactfortheSIRStationturnstiles.

Table14‐43:With‐ActionCondition–TurnstileAnalysisSt.George&TompkinsvilleSIRStationTurnstiles

AsshowninTable14‐44,theresultsoftheWith‐ActionConditionSIRlinehaulanalysisindicatethattheSIRisprojectedtooperateundercapacityatitspeakloadpointsinbothdirectionsduringallpeakhoursanalyzed.Therefore,thiswouldnotconstituteasignificantadverseimpactfortheSIRlinehaul.


15‐Minute

Entering

Volume (1)

15‐Minute

Exiting Volume (1)

Tread

Width

(feet) (2)

Number of

Intermediate

Handrails

Effective

Width

(feet)

Friction

Factor

Surge

Factor

(onto platform)

Surge

Factor

(off of

platform)

15 Minute

Entering

Capacity (3)

15 Minute

Exiting


Weekday AM

North Stairway ‐ 50 447 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.23 A

South Stairway ‐ 55 382 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.20 A



Stapleton(5) North Stairway ‐ 131 56 4.5 0 3.50 0.9 0.8 0.75 378 354 0.51 B

Weekday PM

North Stairway ‐ 309 99 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.18 A

South Stairway ‐ 481 63 22.5 2 21.00 0.9 0.8 0.75 2268 2126 0.24 A



Stapleton(5) North Stairway ‐ 104 191 4.5 0 3.50 0.9 0.8 0.75 378 354 0.51 B

Notes:

(1) St. George station: Projected SIR passengers were assumed to use the north and south stairways evenly (50%/50%).





Tompkinsville

St.George

Tompkinsville

St.George

Station

Station

Elements

Quantity

(Entry)

Quantity

(Exit)

15‐Minute

Entering

Volume

15‐Minute

Exiting

Volume

Friction

Factor (1)

Surge

Factor

(onto

platform)

Surge

Factor

(off of

platform)

15 Minute

Entering

Capacity (2)

15 Minute

Exiting


Turnstile 11 13

Turnstile 2 3

Turnstile 11 13

Turnstile 2 3

Notes:




Weekday AM



Weekday PM




14‐163

Table14‐44:With‐ActionCondition–SIRLineHaulAnalysis

BUS

As shown inTable14‐45, the results of theWith‐Action Condition bus analysis indicate that theS51/81, S74/84, S76/86, and S78 bus routes are projected to operate over capacity at theirrespective peak load points in the northbound and southbounddirections during all peak hoursanalyzed.Therefore,thisconstitutesasignificantadverseimpactforeachbusrouteincludedintheanalysis.

Table14‐45:With‐ActionCondition‐LocalBusLineHaulAnalysis


Peak Hour

Trains (1)

Peak Hour

Passengers at

peak Load

Point

Cars per

Train (1)

Average

Peak Hour

Passengers

Per Car

Total

Capacity per

Hour (2)

Available

Capacity per

Hour

To St. George Clifton 4 1634 4 102 2240 606

From St. George Stapleton 3 1567 4 131 1680 113

Notes:



Weekday AM

Weekday PM

Route

Peak

Direction Maximum Load Point

Peak Hour

Buses (1)Peak Hour

Passengers

Average

Passengers

Per Bus

Total Capacity (2)

Available

Capacity

S51/81 NB Bay Street and Canal Street 7 644 92 378 ‐266

S51/81 SB Bay Street and Victory Boulevard 4 317 79 216 ‐101


S74/84 SB Richmond Road and Clove Road 4 321 80 216 ‐105


S76/86 SB Richmond Road and Clove Road 6 406 68 324 ‐82

S78 NB Bay Street and Victory Boulevard 6 554 92 324 ‐230

S78 SB Hylan Boulevard and Clove Road 7 472 67 378 ‐94



S74/84 NB Targee Street and DeKalb Street 4 304 76 216 ‐88




S78 NB Hylan Boulevard and Clove Road 4 370 92 216 ‐154

S78 SB Bay Street and Victory Boulevard 5 391 78 270 ‐121

Notes:


Weekday AM

Weekday PM



14‐164

I. PEDESTRIAN

EXISTINGCONDITIONS

The existing operations of the Study Area’s sidewalks, corner reservoirs, and crosswalks wereassessed during theWeekday AM,MD, PM, and SaturdayMD peak hours. The specific elementsanalyzedwereselectedbasedonmeetingthecriteriaofaprojectedpedestrianvolumeincreaseofmorethan200pedestriansperhouratanysidewalk,cornerreservoir,orcrosswalkduringatleastoneofthefourpeakhours.Theanalyseswereperformedatatotalof66locationswithintheStudyAreaincluding28sidewalks,17cornerreservoirs,and21crosswalkslocatedatkeyintersectionsinthevicinityoftheProjectedDevelopmentSites.TheselocationsareshownonFigure14‐7.

Pedestrian(sidewalk,cornerreservoir,andcrosswalk)countswereconductedwithintheStudyAreainNovember2015andJune2016duringthefourpeakperiods.Thesecountswererecordedin15‐minuteintervalsandweresummarizedintoone‐hourintervals.

CORNERS

Corner reservoir locations were analyzed using the pedestrian data within the Study Area. Thefollowing corners met the pedestrian increment threshold but are located at unsignalizedintersectionsandthereforecannotbeanalyzed:

BayStreetandWaveStreet–NEcorner

BayStreetandWaveStreet–SEcorner

BayStreetandWaveStreet–SWcorner

BayStreetandWaveStreet–NWcorner

FrontStreetandHannahStreet–SWcorner

FrontStreetandHannahStreet–NWcorner

BayStreetandMinthorneStreet–NEcorner

BayStreetandMinthorneStreet–SEcorner

As presented in Table 14‐46, the remaining 9 corner reservoirs included in the transportationanalysisoperateatLOSAorbetterduringthefouranalysispeakhours.

SIDEWALKS

AspresentedinTable14‐47,all28sidewalklocationsanalyzedaspartofthetransportationanalysisoperate at LOS B or better for the non‐platoon conditions and at LOS C or better for platoonconditionsduringthefourpeakhours.


14‐165

CROSSWALKS

Atotalof21crosswalks (8atsignalized intersectionsand13atunsignalized intersections)wereincludedinthepedestriananalysis.ThefollowingcrosswalkslocatedatunsignalizedintersectionsarecurrentlyunmarkedandcanthereforenotbeanalyzedfortheExistingCondition:

BayStreetandGrantStreet–Nleg

BayStreetandGrantStreet–Sleg

BayStreetandBalticStreet–Nleg

BayStreetandBalticStreet–Eleg

BayStreetandBalticStreet–Sleg

BayStreetandWaveStreet–Nleg

BayStreetandWaveStreet–Sleg

FrontStreetandHannahStreet–Wleg

The remaining 8 crosswalks at signalized intersections and 5 crosswalks at unsignalizedintersectionswithintheStudyAreawereanalyzed.AspresentedinTable14‐48andTable14‐49,allcrosswalksincludedinthetransportationanalysisoperateataLOSAduringthefourpeakhours.

Table14‐46:ExistingConditionsLevelofServiceAnalysis‐Corners

Sat Sat SatAM MD PM MD AM MD PM MD AM MD PM MD

Bay St and Victory Blvd (SE corner) 383 470 403 234 505 390 443 859 A A A ABay St and Victory Blvd (SW corner) 358 456 370 272 456 345 447 628 A A A ABay St and Hannah St (NE corner) 73 69 94 63 3029 2823 2041 2705 A A A ABay St and Hannah St (SE corner) 66 71 92 56 3085 3019 2293 3312 A A A ABay St and Hannah St (NW corner) 96 109 127 113 1162 778 791 934 A A A ABay St and Swan St (SW corner) 83 100 110 81 2700 1779 1970 2388 A A A ABay St and Clinton St (SW corner) 67 116 95 108 962 393 472 587 A A A ABay St and Clinton St (NW corner) 50 106 95 84 1468 554 575 854 A A A ABay St and Wave St (NE corner)* 123 138 140 168 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ABay St and Wave St (SE corner)* 123 135 136 159 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ABay St and Wave St (SW corner)* 104 101 117 102 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ABay St and Wave St (NW corner)* 106 110 126 111 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AFront St and Hannah St (SW corner)* 3 1 1 2 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AFront St and Hannah St (NW corner)* 6 5 5 2 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AJersey St and Victory Blvd (NE corner) 113 102 79 82 639 659 790 856 A A A ABay St and Minthorne St (NE corner)* 106 76 93 66 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ABay St and Minthorne St (SE corner)* 90 71 87 62 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ANote: * - Level of Service results cannot be generated for unsignalized intersections

Corner Circulation LOSWeekdayWeekday

Peak Hour Volume

Available Circulation Space

(ft2/p)Weekday

Location


14‐166

Table14‐47:ExistingConditionsLevelofServiceAnalysis–Sidewalks

Table14‐48:ExistingConditionsLevelofServiceAnalysisCrosswalksatSignalizedIntersections

Table14‐49:ExistingConditionsLevelofServiceAnalysisCrosswalksatUnsignalizedIntersections

Sat Sat Sat

Bay St and Victory Blvd (S leg, E sidewalk) 20.0 11.5 8.5 717 534 510 717 A A A A A A B ABay St and Hannah St (N leg, E sidewalk) 20.0 11.5 8.5 1434 1434 956 1147 A A A A A A A ABay St and Hannah St (E leg, N sidewalk) 5.0 4.5 0.5 337 337 675 450 A A A A B B A BBay St and Hannah St (S leg, E sidewalk) 7.0 3.0 4.0 675 514 432 491 A A A A A B B BBay St and Hannah St (E leg, S sidewalk) 3.5 3.0 0.5 1350 337 675 ~ A A A - A B A ~Bay St and Swan St (S leg, W sidewalk) 14.5 11.0 3.5 411 363 326 337 A A A A B B B BBay St and Clinton St (N leg, E sidewalk) 13.0 8.0 5.0 900 750 794 794 A A A A A A A ABay St and Clinton St (N leg, W sidewalk) 8.5 6.8 1.8 472 169 131 175 A A A A B B B BBay St and Baltic St (N leg, E sidewalk) 16.0 9.5 6.5 877 566 516 428 A A A A A A B BBay St and Baltic St (N leg, W sidewalk) 4.5 3.5 1.0 208 89.7 76.8 81.5 A A A A B C C CBay St and Wave St (N leg, E sidewalk) 5.1 3.0 2.1 195 183 129 92.7 A A A A B B B BBay St and Wave St (S leg, E sidewalk) 7.3 3.0 4.3 267 410 287 234 A A A A B B B BBay St and Wave St (S leg, W sidewalk) 4.2 3.5 0.7 55.8 49.5 46.8 48.1 B B B B C C C CBay St and Wave St (N leg, W sidewalk) 5.0 3.5 1.5 176 130 98.5 135 A A A A B B B BFront St and Hannah St (S leg, E sidewalk)*** 0.0 0.0 ##### ##### ##### ##### #### #### #### #### #### #### #### ####Front St and Hannah St (S leg, W sidewalk) 3.5 3.0 0.5 450 337 1350 1350 A A A A B B A AFront St and Wave St (N leg, E sidewalk) 17.0 14.0 3.0 4050 2700 ~ ~ A A ~ ~ A A ~ ~Front St and Wave St (N leg, W sidewalk) 12.0 6.0 6.0 ~ ~ ~ 16200 ~ ~ ~ A ~ ~ ~ APike St and Brook St (W leg, S sidewalk) 6.0 3.0 3.0 1620 311 2025 1620 A A A A A B A AJersey St and Victory Blvd (N leg, E sidewalk) 10.0 6.3 3.8 633 633 723 723 A A A A A A A AJersey St and Victory Blvd (E leg, N sidewalk) 8.0 3.0 5.0 587 614 1227 964 A A A A A A A AJersey St and Victory Blvd (E leg, S sidewalk) 4.0 3.0 1.0 675 270 386 300 A A A A A B B BBay St and Minthorne St (E leg, S sidewalk) 10.0 4.5 5.5 2475 4950 7425 7425 A A A A A A A AMinthorne St and Victory Blvd (S leg, E sidewalk) 5.0 3.0 2.0 2700 1800 5400 900 A A A A A A A AMinthorne St and Victory Blvd (E leg, S sidewalk) 8.5 3.0 5.5 825 707 928 825 A A A A A A A AMinthorne St and Victory Blvd (W leg, S sidewalk) 8.5 3.0 5.5 437 203 337 330 A A A A B B B BFront St and Baltic St (N leg, E sidewalk) 12.0 3.0 9.0 24300 8100 ~ ~ A A ~ ~ A A ~ ~Front St and Baltic St (N leg, W sidewalk) 5.5 3.0 2.5 ~ ~ 6750 6750 ~ ~ A A ~ ~ A ANote: *** - Sidewalk does not currently exist but will be constructed before the build year, ~ - Location has no volume during peak hour

Total Width

(ft)

Obstruc-tion Width

(ft)

Effective Width

(ft)Location

Non-Platoon Conditions LOS

Weekday

AM MD PM MD


(ft2/p)Weekday

AM

Platoon Conditions LOSWeekday

AM MD PM MD MD PM MD

Sat Sat

Length (ft)

Width (ft)

Bay St and Victory Blvd (S leg) 60.0 13.5 92.7 73.3 95.4 138 A A A ABay St and Hannah St (N leg) 92.0 11.0 625 1256 406 959 A A A ABay St and Hannah St (E leg) 32.0 12.5 915 626 650 608 A A A ABay St and Clinton St (N leg) 60.0 11.5 1926 840 516 1172 A A A ABay St and Clinton St (S leg) 59.5 13.0 1268 366 460 520 A A A ABay St and Clinton St (W leg) 24.0 11.0 961 293 395 479 A A A ABay St and Wave St (N leg)*Bay St and Wave St (E leg)*Bay St and Wave St (S leg)*Bay St and Wave St (W leg)*Front St and Hannah St (W leg)*Jersey St and Victory Blvd (N leg) 36.0 10.0 546 472 769 637 A A A AJersey St and Victory Blvd (E leg) 40.0 10.0 2394 1872 1565 5878 A A A ANote: * - Unsignalized intersection in existing conditions

Crosswalk Circulation LOSWeekday

Available Circulation Space (ft2/p)

AM

Weekday

AM MD PM MDMD PM MDLocation

Sat Sat

Length (ft)

Width (ft)

Bay St and Grant St (W leg) 37.4 8.0 2.2 0.8 1.9 1.6 A A A ABay St and Baltic St (W leg) 23.5 12.0 0.5 0.2 0.2 0.2 A A A ABay St and Wave St (E leg) 30.3 11.3 3.7 3.3 2.7 3.0 A A A ABay St and Wave St (W leg) 21.3 10.6 0.1 0.2 0.2 0.1 A A A ABay St and Minthorne St (E leg) 29.5 10.0 0.6 0.4 1.2 0.4 A A A A

PM MDAM MD PM MD AM MDLocation

Average Pedestrian Delay (s)Weekday



14‐167

THEFUTUREWITHOUTTHEPROPOSEDACTIONS

Thefuturewithoutthe2030No‐ActionConditionforthepedestriananalysesbuildsontheExistingConditionsanalysisbyincorporatingbackgroundgrowth,pedestriantripsgeneratedbyothernearbyprojectsexpectedtobecompletedbythebuildyear,developmentofthelanduseparcelswithintheProject Area that could occur pursuant to existing zoning, and anticipated changes to thepedestrian/roadwayinfrastructureand/oroperationsintheStudyArea.TheNo‐ActionConditionservesasthebaselinetowhichthefutureconditionwiththeprojectwillbecomparedtoidentifypotentialimpacts.

Thesameannualbackgroundgrowthratesasusedforthevehiculartrafficanalyseswereusedtoestimateincreasesinpedestriantripsassociatedwithgrowththrough2030.Anannualbackgroundgrowthrateof0.50percentforthefirstfiveyearsand0.25percentfortheyearsbeyondwereappliedfortheSt.Georgearea.Anannualgrowthrateof1.0percentforthefirstfiveyearsand0.5percentfortheyearsbeyondwereappliedforotherlocationsinStatenIsland.Theannualgrowthrateswereappliedfortherespectiveareas,overaperiodof15years,todevelopthe2030No‐ActionConditionbackgroundpedestrianvolumes. Inadditiontothebackgroundgrowth,thedevelopmentprojectsexpectedtobecompletedby2030locatedwithinandadjacenttothe¼‐mileasshowninChapter2,Table2‐9andFigure2‐8,anddevelopmentofthelanduseparcelswithintheProjectAreathatcouldoccurpursuanttoexistingzoningasshowninTable14‐1,wereconsideredtoforecasttheNo‐ActionConditiontransitvolumes.

Elements of the roadway improvements and other relevant project‐related transportationimprovementsdescribedfortheNo‐ActionConditionforthevehiculartrafficanalysesthatwouldaffectpedestrianoperationsduringtheNo‐ActionCondition,suchasnewsignalizedintersectionsand updated signal timing, were incorporated into the No‐Action Condition for the pedestriananalyses,asdescribedbelow:

ROADWAYIMPROVEMENTS

CompletionoftheNYCDOTSt.GeorgeBayStreetImprovementprojectattheSt.GeorgeFerryTerminalthatwouldimprovetheRichmondTerraceandFerryTerminal(bus)andRichmondTerraceandFerryTerminal(parkinglot)intersectionstoaddaprotectedbike/pedestrian‐onlyphasetothesignalphasing.

NO‐ACTIONPROJECT‐RELATEDINTERSECTIONIMPROVEMENTS

ThefollowingimprovementshavebeenidentifiedasprojectimprovementsandmitigationmeasuresfortheStapletonWaterfrontDevelopmentPlanTechnicalMemorandum(2010):

Installation of new traffic signals at the intersections of Front Street with Wave Street,ProspectStreet,CanalStreet,andHannahStreet.Newcrosswalksandmodifiedlanestripingwouldbeincludedintheintersectionimprovements.

CompletionofimprovementsattheintersectionofEdgewaterStreet,FrontStreet,andBayStreettoincludeaturnrestrictionfornorthboundtrafficonEdgewaterStreet,trafficcalmingelements,newcrosswalks,othermodificationstolanegeometries,andupdatedsignaltiming.


14‐168

Installation of new traffic signals at the intersectionsofBay StreetwithWave Street andWater Street. New crosswalks and modified lane striping would be included in theintersectionimprovements.

The following improvement has been identified as a project improvement in the St. GeorgeRedevelopmentEnvironmentalImpactStatement(2013):

CompletionofsignaltimingadjustmentsattheintersectionofRichmondTerraceandFerryTerminal(parkinglot).

Completionof the intersectionmodificationsat the intersectionofRichmondTerraceandJerseyStreet,whichwouldincludesignalphasingandtimingchanges.

Completion of the intersectionmodifications at the intersection of Bay Street and SchoolRoad,whichwouldincludesignaltimingchanges.

CORNERS

With the implementation of roadway and intersection improvements that would signalize theintersectionsofBayStreet/WaveStreetandFrontStreet/HannahStreet,allbuttwocornersincludedin the transportationanalysiswouldbe locatedatsignalized intersections.The followingcornerswouldstillbelocatedatanunsignalizedintersectionandthereforecannotbeanalyzedduringtheNo‐ActionCondition:

BayStreetandMinthorneStreet–NEcorner

BayStreetandMinthorneStreet–SEcorner

As presented in Table 14‐50, the remaining 15 corner reservoirs included in the transportationanalysisareprojectedtooperateatLOSBorbetterduringthefourpeakhoursduringtheNo‐ActionCondition.


14‐169

Table14‐50:No‐ActionConditionsLevelofServiceAnalysis–Corners

SIDEWALKS

The sidewalk locations included in the transportation analysis for the No‐Action Condition arepresentedinTable14‐51.Duringnon‐platoonconditions,the28sidewalklocationsareexpectedtooperateatacceptableLOSCorbetter(averagecirculationspacegreaterthan24.0ft2/p),exceptatthefollowinglocations:

BayStreetandWaveStreet(northleg,eastsidewalk)

DuringtheWeekdayMDpeakhour,thesidewalkwouldoperateatLOSDwithanaveragecirculationspaceof21.0ft2/p.

DuringtheSaturdayMDpeakhour,thesidewalkwouldoperateatLOSDwithanaveragecirculationspaceof19.6ft2/p.

BayStreetandWaveStreet(southleg,westsidewalk)

DuringtheWeekdayMDpeakhour,thesidewalkwouldoperateatLOSEwithanaveragecirculationspaceof10.8ft2/p.

DuringtheWeekdayPMpeakhour,thesidewalkwouldoperateatLOSDwithanaveragecirculationspaceof17.6ft2/p.

DuringtheSaturdayMDpeakhour,thesidewalkwouldoperateatLOSEwithanaveragecirculationspaceof15.0ft2/p.

Sat Sat SatAM MD PM MD AM MD PM MD AM MD PM MD

Bay St and Victory Blvd (SE corner) 492 904 700 506 1425 731 906 1353 A A A ABay St and Victory Blvd (SW corner) 452 812 607 496 355 187 270 341 A A A ABay St and Hannah St (NE corner) 170 534 393 357 1291 305 437 424 A A A ABay St and Hannah St (SE corner) 150 484 353 316 1323 375 544 523 A A A ABay St and Hannah St (NW corner) 162 427 314 315 691 187 282 313 A A A ABay St and Swan St (SW corner) 130 354 261 241 1691 483 821 810 A A A ABay St and Clinton St (SW corner) 125 439 270 309 505 86.1 156 194 A A A ABay St and Clinton St (NW corner) 121 541 326 355 452 91.6 154 163 A A A ABay St and Wave St (NE corner) 331 1438 936 1097 215 42.6 59.0 43.4 A B B BBay St and Wave St (SE corner) 302 1134 791 918 239 52.7 56.4 52.4 A B B BBay St and Wave St (SW corner) 230 839 627 691 253 51.9 57.3 59.1 A B B BBay St and Wave St (NW corner) 251 1014 699 776 302 61.0 69.0 76.0 A A A AFront St and Hannah St (SW corner) 9 41 26 27 3780 794 3011 1191 A A A AFront St and Hannah St (NW corner) 6 6 5 2 2909 2546 2909 5092 A A A AJersey St and Victory Blvd (NE corner) 125 113 87 90 578 596 715 774 A A A ABay St and Minthorne St (NE corner)* 203 654 469 431 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ABay St and Minthorne St (SE corner)* 185 649 463 426 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ANote: * - Level of Service results cannot be generated for unsignalized intersections

Peak Hour Volume


(ft2/p) Corner Circulation LOSWeekday Weekday Weekday

Location


14‐170

BayStreetandWaveStreet(northleg,westsidewalk)




Duringplatoonconditions,the28sidewalklocationsareexpectedtooperateatacceptableLOSCorbetter(averagecirculationspacegreaterthan40.0ft2/p),exceptatthefollowinglocations:

BayStreetandClintonStreet(northleg,westsidewalk)


BayStreetandBalticStreet(northleg,westsidewalk)









DuringtheWeekdayAMpeakhour,thesidewalkwouldoperateatLOSDwithanaveragecirculationspaceof31.7ft2/p.

DuringtheWeekdayMDpeakhour,thesidewalkwouldoperateatLOSFwithanaveragecirculationspaceof10.8ft2/p.

DuringtheWeekdayPMpeakhour,thesidewalkwouldoperateatLOSEwithanaveragecirculationspaceof17.6ft2/p.





14‐171



Table14‐51:No‐ActionConditionsLevelofServiceAnalysis–Sidewalks

CROSSWALKS

Of the 21 crosswalks analyzed for the No‐Action Condition, 13 would be located at signalizedintersections and 3 would be located at unsignalized intersections. The following remaining 5crosswalks would be located at unsignalized intersections and would remain unmarked, andthereforecannotbeanalyzedfortheNo‐ActionCondition:






Sat Sat Sat

Bay St and Victory Blvd (S leg, E sidewalk) 20.0 11.5 8.5 344 138 148 133 A A A A B B B BBay St and Hannah St (N leg, E sidewalk) 20.0 11.5 8.5 528 155 177 177 A A A A B B B BBay St and Hannah St (E leg, N sidewalk) 5.0 4.5 0.5 205 59.4 140 94.1 A B A A B C B BBay St and Hannah St (S leg, E sidewalk) 7.0 3.0 4.0 347 118 134 141 A A A A B B B BBay St and Hannah St (E leg, S sidewalk) 3.5 3.0 0.5 205 63.6 93.5 178 A A A A B C B BBay St and Swan St (S leg, W sidewalk) 14.5 11.0 3.5 190 71.1 106 98.1 A A A A B C B BBay St and Clinton St (N leg, E sidewalk) 13.0 8.0 5.0 252 59.1 98.7 114 A B A A B C B BBay St and Clinton St (N leg, W sidewalk) 8.5 6.8 1.8 174 32.8 49.2 47.2 A C B B B D C CBay St and Baltic St (N leg, E sidewalk) 16.0 9.5 6.5 404 106 158 110 A A A A B B B BBay St and Baltic St (N leg, W sidewalk) 4.5 3.5 1.0 115 32.3 38.2 38.8 A C C C B D D DBay St and Wave St (N leg, E sidewalk) 5.1 3.0 2.1 83.4 21.0 30.3 19.6 A D C D C E D EBay St and Wave St (S leg, E sidewalk) 7.3 3.0 4.3 137 53.7 65.6 51.2 A B A B B C C CBay St and Wave St (S leg, W sidewalk) 4.2 3.5 0.7 31.7 10.8 17.6 15.0 C E D E D F E EBay St and Wave St (N leg, W sidewalk) 5.0 3.5 1.5 62.0 14.7 18.7 19.2 A E D D C E E EFront St and Hannah St (S leg, E sidewalk) 8.0 3.0 5.0 2470 612 1016 546 A A A A A A A AFront St and Hannah St (S leg, W sidewalk) 6.0 3.0 3.0 1228 384 609 327 A A A A A B A BFront St and Wave St (N leg, E sidewalk) 17.0 14.0 3.0 1055 314 332 343 A A A A A B B BFront St and Wave St (N leg, W sidewalk) 12.0 6.0 6.0 1605 288 1039 234 A A A A A B A BPike St and Brook St (W leg, S sidewalk) 6.0 3.0 3.0 1466 282 1833 1466 A A A A A B A AJersey St and Victory Blvd (N leg, E sidewalk) 10.0 6.3 3.8 573 573 655 655 A A A A A A A AJersey St and Victory Blvd (E leg, N sidewalk) 8.0 3.0 5.0 531 555 1111 873 A A A A A A A AJersey St and Victory Blvd (E leg, S sidewalk) 4.0 3.0 1.0 611 244 349 271 A A A A A B B BBay St and Minthorne St (E leg, S sidewalk) 10.0 4.5 5.5 1367 554 657 1078 A A A A A A A AMinthorne St and Victory Blvd (S leg, E sidewalk) 5.0 3.0 2.0 2444 1629 4888 815 A A A A A A A AMinthorne St and Victory Blvd (E leg, S sidewalk) 8.5 3.0 5.5 747 640 840 747 A A A A A A A AMinthorne St and Victory Blvd (W leg, S sidewalk) 8.5 3.0 5.5 328 133 210 189 A A A A B B B BFront St and Baltic St (N leg, E sidewalk) 12.0 3.0 9.0 3698 941 997 1029 A A A A A A A AFront St and Baltic St (N leg, W sidewalk) 5.5 3.0 2.5 1235 300 265 273 A A A A A B B B

MD PM MDMD AM MD PM MD AMPM

Weekday

AM MD

Available Circulation Space (ft2/p)Non-Platoon Conditions

LOS Platoon Conditions LOSWeekday WeekdayTotal

Width(ft)

Obstruc-tion Width

(ft)

Effective Width

(ft)Location


14‐172

ThecrosswalksatsignalizedintersectionsincludedinthetransportationanalysisfortheNo‐ActionCondition are presented in Table 14‐52. The 13 crosswalk locations are expected to operate atacceptableLOSCorbetter(averagecirculationspacegreaterthan24.0ft2/p),exceptatthefollowinglocations:

BayStreetandWaveStreet(northcrosswalk)

DuringtheWeekdayMDpeakhour,thecrosswalkwouldoperateatLOSDwithanaveragecirculationspaceof23.5ft2/p.

DuringtheWeekdayPMpeakhour,thecrosswalkwouldoperateatLOSDwithanaveragecirculationspaceof18.6ft2/p.

BayStreetandWaveStreet(southcrosswalk)


As presented in Table 14‐53, those crosswalks included in the analysis that are located atunsignalizedintersectionsareexpectedtooperateatLOSAduringthefourpeakhoursduringtheNo‐ActionCondition.

Table14‐52:No‐ActionConditionsLevelofServiceAnalysisCrosswalksatSignalizedIntersections

Table14‐53:No‐ActionConditionsLevelofServiceAnalysisCrosswalksatUnsignalizedIntersections

Sat Sat

Length (ft)

Width (ft)

Bay St and Victory Blvd (S leg) 60.0 21.5 117.2 64.5 83.7 119.8 A A A ABay St and Hannah St (N leg) 92.0 11.0 212 59.2 51.1 96.5 A B B ABay St and Hannah St (E leg) 32.0 12.5 370 79.2 142 98.4 A A A ABay St and Clinton St (N leg) 60.0 11.5 200 47.8 79.3 76.8 A B A ABay St and Clinton St (S leg) 59.5 13.0 397 50.9 104 134 A B A ABay St and Clinton St (W leg) 24.0 11.0 609 104 181 202 A A A ABay St and Wave St (N leg) 35.5 10.0 158 23.5 18.6 28.8 A D D CBay St and Wave St (E leg) 30.3 11.3 162 38.7 75.9 44.3 A C A BBay St and Wave St (S leg) 36.8 10.0 224 31.1 21.1 31.7 A C D CBay St and Wave St (W leg) 21.3 10.6 222 57.7 99.7 70.4 A B A AFront St and Hannah St (W leg) 34.5 10.0 7377 ~ 7344 4084 A ~ A AJersey St and Victory Blvd (N leg) 36.0 10.0 483 406 671 549 A A A AJersey St and Victory Blvd (E leg) 40.0 10.0 2106 1627 1347 5140 A A A ANote: ~ - Location has no volume during peak hour

Location AM MDMD PM MD AM MD PM

Available Circulation Space (ft2/p) Crosswalk Circulation LOSWeekday Weekday

Sat Sat

Length (ft)

Width (ft)

Bay St and Grant St (W leg) 37.4 8.0 2.4 0.9 2.1 1.7 A A A ABay St and Baltic St (W leg) 23.5 12.0 0.6 0.2 0.2 0.3 A A A ABay St and Minthorne St (E leg) 29.5 10.0 1.6 1.0 0.9 0.9 A A A ANote: * - Intersection becomes signalized in No Action/With Action conditions.

PM MDAM MD PM MD AM MDLocation




14‐173

THEFUTUREWITHTHEPROPOSEDACTIONS

As discussed above in Section E, “Level 2 Screening Assessment,” the pedestrian trip incrementgeneratedbytheProposedActionswereassignedtothepedestrianelementswithintheStudyArea.

CORNERS

TheWith‐ActionConditionresults forthe15cornerreservoirslocatedatsignalized intersectionswerecomparedwiththeNo‐ActionConditionresults for the fourpeakhours.TheremainingtwocornerslocatedatunsignalizedintersectionscouldnotbeanalyzedfortheWith‐ActionCondition.

AsshowninTable14‐54,allcornersatsignalizedintersectionsareprojectedtooperateatLOSBorbetter.Therefore,theProposedActionswouldnotresultinasignificantadverseimpactanyofthestudiedcornerreservoirs.

Table14‐54:With‐ActionConditionsLevelofServiceAnalysis–Corners

SIDEWALKS

TheWith‐ActionCondition results for the sidewalk locationswere comparedwith theNo‐ActionConditionresultsforallfourpeakhours,asshowninTable14‐55.SidewalksthatareexpectedtobesignificantlyadverselyimpactedbasedonCEQRTechnicalManualcriteriaaredenotedwitha“+”signinTable14‐55andaredetailedbelow.Sixofthe28sidewalksstudiedareexpectedtoexperienceasignificantadverseimpactduringthenon‐platoonconditionsduetotheadditionofpedestriantripsgeneratedbytheProposedActionsasfollows:

BayStreetandHannahStreet(eastleg,northsidewalk)



Sat SatAM MD PM MD AM MD PM MD

Bay St and Victory Blvd (SE corner) 698 1355 1052 857 1005 487 595 756 A A A ABay St and Victory Blvd (SW corner) 596 1134 855 741 263 129 186 224 A A A ABay St and Hannah St (NE corner) 427 1246 970 878 505 113 151 153 A A A ABay St and Hannah St (SE corner) 561 1363 1119 1026 215 115 169 160 A A A ABay St and Hannah St (NW corner) 237 688 532 524 466 107 140 172 A A A ABay St and Swan St (SW corner) 229 622 506 470 744 253 376 359 A A A ABay St and Clinton St (SW corner) 185 472 355 374 337 80.0 113 151 A A A ABay St and Clinton St (NW corner) 185 445 381 359 287 118 131 167 A A A ABay St and Wave St (NE corner) 540 1141 1039 1102 130 57.3 55.3 45.3 A B B BBay St and Wave St (SE corner) 593 1029 1040 1077 117 58.4 40.3 42.6 A B B BBay St and Wave St (SW corner) 304 770 719 734 187 56.4 44.8 54.0 A B B BBay St and Wave St (NW corner) 300 809 699 724 246 81.9 71.3 83.9 A A A AFront St and Hannah St (SW corner) 261 710 506 552 121 57.9 106 56.2 A B A BFront St and Hannah St (NW corner) 71 244 154 172 156 122 60 53 A A A BJersey St and Victory Blvd (NE corner) 266 807 480 546 189 41.0 84.6 67.0 A B A ABay St and Minthorne St (NE corner)* 401 1121 807 783 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ABay St and Minthorne St (SE corner)* 383 1116 801 779 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/ANote: * - Level of Service results cannot be generated for unsignalized intersections, "+" implies a significant adverse impact.

Peak Hour Volume


(ft2/p)Weekday Weekday

Location

Corner Circulation LOSWeekday

AM MD PMSatMD


14‐174



BayStreetandHannahStreet(eastleg,southsidewalk)

DuringtheWeekdayAMpeakhour,thesidewalkwouldoperateatLOSFwithanaveragecirculationspaceof4.6ft2/p.


DuringtheWeekdayPMpeakhour,thesidewalkwouldoperateatLOSFwithanaveragecirculationspaceof6.2ft2/p.













FrontStreetandHannahStreet(southleg,westsidewalk)


Elevenofthe28sidewalksstudiedareexpectedtoexperienceasignificantadverseimpactduringplatoonconditions:

BayStreetandHannahStreet(eastleg,northsidewalk)


14‐175

DuringtheWeekdayAMpeakhour,thesidewalkwouldoperateatLOSEwithanaveragecirculationspaceof17.5ft2/p.



DuringtheSaturdayMDpeakhour,thesidewalkwouldoperateatLOSFwithanaveragecirculationspaceof8.8ft2/p.

BayStreetandHannahStreet(eastleg,southsidewalk)

DuringtheWeekdayAMpeakhour,thesidewalkwouldoperateatLOSFwithanaveragecirculationspaceof4.6ft2/p.


DuringtheWeekdayPMpeakhour,thesidewalkwouldoperateatLOSFwithanaveragecirculationspaceof6.2ft2/p.


BayStreetandBalticStreet(northleg,westsidewalk)








BayStreetandWaveStreet(southleg,eastsidewalk)






14‐176







FrontStreetandHannahStreet(southleg,westsidewalk)




FrontStreetandWaveStreet(northleg,eastsidewalk)

DuringtheWeekdayPMpeakhour,thesidewalkwouldoperateatLOSCwithanaveragecirculationspaceof34.1ft2/p.

DuringtheSaturdayMDpeakhour,thesidewalkwouldoperateatLOSCwithanaveragecirculationspaceof33.0ft2/p.

JerseyStreetandVictoryBoulevard(eastleg,southsidewalk)


FrontStreetandBalticStreet(northleg,westsidewalk)





14‐177

Table14‐55:With‐ActionConditionsLevelofServiceAnalysis–Sidewalks

*ThistablehasbeenmodifiedfortheFEIS.

CROSSWALKS

Of the 21 crosswalks analyzed for theWith‐Action Condition, 13would be located at signalizedintersections and 3 would be located at unsignalized intersections. The remaining 5 crosswalkswouldbelocatedatunsignalizedintersectionsbutwouldremainunmarked,andwerethereforenotanalyzedfortheWith‐ActionCondition:






TheWith‐ActionConditionresultsforthesignalizedcrosswalk locationswerecomparedwiththeNo‐ActionConditionresultsforall fourpeakhours,asshowninTable14‐56.CrosswalksthatareexpectedtobesignificantlyadverselyimpactedbasedonCEQRTechnicalManualcriteriaaredenotedwith a “+” sign in Table 14‐56 and are detailed below. Five out of 13 crosswalks at signalizedintersectionsareexpectedtohaveasignificantadverseimpactasfollows:

Sat

AM MD PM MDBay St and Victory Blvd (S leg, E sidewalk) 20 11.5 8.5 179.0 80.7 87.1 66.2 A A A A B C C C

Bay St and Hannah St (N leg, E sidewalk) 20 11.5 8.5 151.0 56.6 56.1 62.8 A B B A B C C C

Bay St and Hannah St (E leg, N sidewalk) 5 4.5 0.5 17.5 3.5 11.4 8.8 D + F + E + E + E + F + E + F +

Bay St and Hannah St (S leg, E sidewalk) 7 3 4 112.0 56.7 49.7 58.7 A B B B B C C C

Bay St and Hannah St (E leg, S sidewalk) 3.5 3 0.5 4.6 4.6 6.2 11.3 F + F + F + E + F + F + F + E +

Bay St and Swan St (S leg, W sidewalk) 14.5 11 3.5 83.9 41.9 49.1 50.0 A B B B C C C C

Bay St and Clinton St (N leg, E sidewalk) 13 8 5 107.0 64.9 64.5 93.4 A A A A B C C B

Bay St and Clinton St (N leg, W sidewalk) 8.5 6.8 1.8 108.0 40.3 40.6 45.8 A B B B B C C C

Bay St and Baltic St (N leg, E sidewalk) 16 9.5 6.5 193.0 119.0 108.0 89.9 A A A A B B B C

Bay St and Baltic St (N leg, W sidewalk) 4.5 3.5 1 75.9 27.5 28.7 30.5 A C C C C D + D + D +

Bay St and Wave St (N leg, E sidewalk) 5.1 3 2.1 42.8 30.1 24.5 19.0 B C C D + C D + D + E +

Bay St and Wave St (S leg, E sidewalk) 7.3 3 4.3 63.4 56.3 44.6 39.7 A B B C C C C D +

Bay St and Wave St (S leg, W sidewalk) 4.2 3.5 0.7 23.9 12.9 14.9 13.9 D + E + E + E + D + E + E + E +

Bay St and Wave St (N leg, W sidewalk) 5 3.5 1.5 45.1 17.0 16.7 18.9 B D + D + D + C E + E + E +

Front St and Hannah St (S leg, E sidewalk) 8 3 5 750.0 1240.0 1472.0 461.0 A A A A A A A B

Front St and Hannah St (S leg, W sidewalk) 6 3 3 55.2 28.4 35.7 15.3 B C C D + C D + D + E +

Front St and Wave St (N leg, E sidewalk) 17 14 3 54.0 53.5 34.1 33.0 B B C C C C D + D +

Front St and Wave St (N leg, W sidewalk) 12 6 6 228.0 106.0 337.0 78.3 A A A A B B B C

Pike St and Brook St (W leg, S sidewalk) 6 3 3 842.0 201.0 767.0 662.0 A A A A A B A A

Jersey St and Victory Blvd (N leg, E sidewalk) 10 6.3 3.8 315.0 132.0 180.0 159.0 A A A A B B B B

Jersey St and Victory Blvd (E leg, N sidewalk) 8 3 5 181.0 48.0 80.0 71.0 A B A A B C C C

Jersey St and Victory Blvd (E leg, S sidewalk) 4 3 1 190.0 39.5 44.2 64.1 A C B A B D + C C

Bay St and Minthorne St (E leg, S sidewalk) 10 4.5 5.5 126.0 66.3 52.6 121.0 A A B A B C C B

Minthorne St and Victory Blvd (S leg, E sidewalk) 5 3 2 2444.0 1629.0 4888.0 815.0 A A A A A A A A

Minthorne St and Victory Blvd (E leg, S sidewalk) 8.5 3 5.5 747.0 640.0 840.0 747.0 A A A A A A A A

Minthorne St and Victory Blvd (W leg, S sidewalk) 8.5 3 5.5 249.0 106.0 163.0 115.0 A A A A B B B B

Front St and Baltic St (N leg, E sidewalk) 12 3 9 172.0 474.0 152.0 157.0 A A A A B B B B

Front St and Baltic St (N leg, W sidewalk) 5.5 3 2.5 99.0 29.6 32.2 26.0 A C C C B D + D + D +

Note: "+" implies a significant adverse impact.

AM MD PM MD

Platoon Conditions LOS

Weekday Weekday Sat Weekday Sat

Location

Total Width

(ft.)Obstruction Width (ft.)

Effective Width


(ft2/p) Non-Platoon Conditions LOS

AM MD PM MD


14‐178

BayStreetandHannahStreet(northcrosswalk)

DuringtheWeekdayMDpeakhour,thecrosswalkwouldoperateatLOSDwithanaveragecirculationspaceof18.8ft2/p.

DuringtheWeekdayPMpeakhour,thecrosswalkwouldoperateatLOSEwithanaveragecirculationspaceof14.8ft2/p.

BayStreetandWaveStreet(northcrosswalk)


BayStreetandWaveStreet(southcrosswalk)


FrontStreetandHannahStreet(westcrosswalk)


DuringtheSaturdayMDpeakhour,thecrosswalkwouldoperateatLOSDwithanaveragecirculationspaceof22.1ft2/p.

JerseyStreetandVictoryBoulevard(eastcrosswalk)

DuringtheWeekdayMDpeakhour,thecrosswalkwouldoperateatLOSEwithanaveragecirculationspaceof13.2ft2/p.


DuringtheSaturdayMDpeakhour,thecrosswalkwouldoperateatLOSDwithanaveragecirculationspaceof22.2ft2/p.

Table14‐56:With‐ActionConditionsLevelofServiceAnalysisCrosswalksatSignalizedIntersections

ThistablehasbeenmodifiedfortheFEIS.

SAT

AM MD PM MDBay St and Victory Blvd (S leg) 60.0 21.5 75.1 33.8 40.1 64.2 A C B A

Bay St and Hannah St (N leg) 92.0 11.0 80.7 18.8 14.8 31.3 A D + E + C

Bay St and Hannah St (E leg) 32.0 12.5 148 33.8 54.8 41 A C B B

Bay St and Clinton St (N leg) 60.0 11.5 121 73 74.1 87.1 A A A A

Bay St and Clinton St (S leg) 59.5 13.0 231 49.2 79.4 111 A B A A

Bay St and Clinton St (W leg) 24.0 11.0 438 98.8 136 172 A A A A

Bay St and Wave St (N leg) 35.5 10.0 134 35 20.4 34.5 A C D + C

Bay St and Wave St (E leg) 30.3 11.3 82.6 45.5 58 38.7 A B B C

Bay St and Wave St (S leg) 36.8 10.0 140 32.8 16.7 28.4 A C D + C

Bay St and Wave St (W leg) 21.3 10.6 175 64.8 92.8 69.3 A A A A

Front St and Hannah St (W leg) 34.5 10.0 49.5 45.3 22.7 22.1 B B D + D +

Jersey St and Victory Blvd (N leg) 36.0 10.0 289 77.3 167 137 A A A A

Jersey St and Victory Blvd (E leg) 40.0 10.0 69.8 13.2 23.1 22.2 A E + D + D +

Note: "+" implies a significant adverse impact.

PM MDLocationLength

(ft.)Width

(ft.)

Available Circulation Space (ft2/p) Crosswalk Circulation LOS

Weekday Weekday Sat

AM MD


14‐179

AspresentedinTable14‐57,allunsignalizedcrosswalksareexpectedtooperateataLOSAduringallpeakhoursduringtheWith‐ActionCondition.Therefore,theProposedActionswouldnotresultinasignificantadverseimpactatanyofthestudiedunsignalizedcrosswalks.

Table14‐57:With‐ActionConditionsLevelofServiceAnalysisCrosswalksatUnsignalizedIntersections

J. VEHICULARANDPEDESTRIANSAFETYASSESSMENT

SAFETYATINTERSECTIONS

Crash data for the study intersections were obtained from NYCDOT for the 3‐year period fromJanuary1,2012andDecember31,2014.Thedataobtainedquantifythetotalnumberofreportablecrashes(involvingfatality,injury,ormorethan$1,000inpropertydamage),fatalities,andinjuriesduringthestudyperiod,aswellasayearlybreakdownofpedestrian‐andbicycle‐relatedcrashesateachlocation.AccordingtotheCEQRTechnicalManual,ahigh‐crashlocationisonewithmorethan48 total reportableandnon‐reportablecrashesor fiveormorepedestrian/bicycle injurycrashesduringanyconsecutive12monthsofthemostrecent3‐yearperiodforwhichdataisavailable.

Table14‐58depictstotalcrashcharacteristicsbyintersectionduringthestudyperiod,aswellasabreakdownofpedestrianandbicyclecrashesbyyearandlocation.Duringthisthree‐yearperiod,262totalcrashes,including51pedestrian‐relatedcrashesand14bicycle‐relatedcrashes,occurredattheStudyAreaintersections.Onefatalitywasdocumented.Basedonthecrashdata,theintersectionsofRichmondTerraceat JerseyStreetandSt.MarksPlace/BayStreetatVictoryBoulevardwouldbeclassifiedashigh‐pedestrian/bicyclecrashlocationsaspertheCEQRTechnicalManual.

Based on the crash data, the intersections of Richmond Terrace at Jersey Street and St. MarksPlace/Bay Street at Victory Boulevard would be classified as high‐crash locations per the CEQRTechnical Manual, as there were five and six pedestrian/bicycle crashes in 2012 at thoseintersections,respectively,exceedingthethresholdoffivecrashesina12‐monthperiod.Therewasnodiscernablepatterninthetypeofcrashesrecordedattheseintersections.TheProposedActionswouldincreasethevehicularandpedestrianactivityattheseintersections,whichcouldexacerbateanypotentialsafetyissuesatthislocation.

InadditiontotheimplementationoftheCity‐widereductioninspeedlimitin2015(ofwhichanypotentialeffectsonimprovingsafetyarenotreflectedinthe2012,2013,and2014data),whichisanticipatedtoimprovesafetyatallstudyintersections,improvementsarerecommendedatthetwointersectionsclassifiedashigh‐crashlocations.

Sat Sat

Length (ft)

Width (ft)

Bay St and Grant St (W leg) 37.4 8.0 2.4 0.9 2.1 1.7 A A A ABay St and Baltic St (W leg) 23.5 12.0 0.6 0.2 0.2 0.3 A A A ABay St and Minthorne St (E leg) 29.5 10.0 5.0 3.6 2.4 2.3 A A A A


Location


PM MDAM MD PM MD AM MD


14‐180

RICHMONDTERRACEANDJERSEYSTREET

The intersection of Richmond Terrace and Jersey Street has crosswalks on all approaches withadvanced stop‐bars. Pedestrian countdown signals are not provided. Based on current signalphasing,thereareprotectedturnphasesforthenorth,south,andeastbounddirections,sodriversturningleftfromthewestboundapproachonlyareexpectedtoyieldtopedestrians.InthefutureNo‐ActionandWith‐ActionConditions,thesignalphasingwouldbemodifiedsuchthatdriverswouldbeexpectedtoyieldtopedestriansonallapproaches.

The recommendations provided in theTIS include altering the lane configuration (with stripingonly),

Thefollowingmeasuresarerecommendedtoimprovementpedestriansafetyatthisintersection:.

Installpedestriancount‐downsignals.Alteringthe laneconfigurationasdescribed intheTISwouldbeconsideredaspartof theoverallmitigationmeasuresproposedforthisintersection.

ST.MARKSPLACE/BAYSTREETANDVICTORYBOULEVARD

The intersection of St. Marks Place/Bay Street and Victory Boulevard has crosswalks on allapproacheswithadvancedstop‐bars.Pedestriancountdownsignalsarenotprovided,butaleadingpedestrianinterval(LPI)isprovidedforthecrosswalksacrossVictoryBoulevard.Basedoncurrentsignalphasing,therearenoprotectedturnphases,sodriversareexpectedtoyieldtopedestriansinallcrosswalks.

Therecommendationsprovided in theTIS includeoptimizingsignal timing to reducecongestion,increasepedestrianandvehiclesafety,andproducetraveltimesavings.

Thefollowingmeasuresarerecommendedtoimprovementpedestriansafetyatthisintersection:

Installpedestriancount‐downsignals.

OptimizesignaltimingasdescribedintheTIS,incoordinationwiththedevelopmentoftrafficoperationmitigationmeasures.

As this intersection is along a Vision Zero Priority Corridor, NYCDOT may implement otherimprovementstoaddressoverallpedestriansafetyonVictoryBoulevard.


14‐181

Table14‐58:CrashData

2012 2013 2014 2012 2013 2014 2012 2013 2014 2012 2013 2014 2012 2013 2014

Richmond Terrace and Franklin Avenue 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0

Richmond Terrace and Jersey Street 7 5 4 0 0 0 3 1 1 2 1 1 5 2 2

Richmond Terrace and Westervelt Avenue 0 3 0 0 0 0 0 0 0 0 1 0 0 1 0

Hamilton Avenue and Stuyvesant Place 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Richmond Terrace and Hamilton Avenue 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0

Wall Street and Stuyvesant Place 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0

Wall Street and Richmond Terrace 0 1 6 0 0 0 0 0 2 0 0 0 0 0 2

Richmond Terrace and Ferry Terminal (bus & parking lot) 6 3 5 0 0 0 0 0 2 0 0 0 0 0 2

Bay Street and Slosson Terrace 2 5 3 0 0 0 0 1 0 0 0 0 0 1 0

St Marks Place/Bay Street and Victory Blvd 12 6 9 1 0 0 5 2 2 1 0 2 6 2 4

Bay Street and Victory Blvd 0 1 3 0 0 0 0 0 1 0 1 0 0 1 1

Bay Street and Hannah Street 2 3 3 0 0 0 0 0 0 0 0 0 0 0 0

Front Street and Hannah Street 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and Swan Street 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Van Duzer Street and St Julian 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and St Julian Pl 1 1 4 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and Grant Street 2 2 1 0 0 0 0 1 0 0 0 0 0 1 0

Van Duzer Street and Clinton Street 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and Clinton Street 1 4 2 0 0 0 0 1 0 0 1 0 0 2 0

Bay Street and Baltic Street 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and Williams Street 1 2 0 0 0 0 0 1 0 0 0 0 0 1 0

Bay Street and Congress Street 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and Wave Street 2 3 0 0 0 0 0 1 0 0 0 0 0 1 0

Front Street and Wave Street 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Front Street and Prospect Street 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0

Van Duzer and Beach Street 0 2 3 0 0 0 0 0 1 0 0 0 0 0 1

Bay Street and Water Street 1 1 0 0 0 0 0 1 0 0 0 0 0 1 0

Bay Street and Canal Street 2 3 1 0 0 0 1 2 0 0 0 0 1 2 0

Front Street and Canal Street 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1

Bay Street and Broad Street 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0

Richmond Terrace and Clove Road 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0

Jersey Street and Brook Street 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Brook Street and Pike Street 0 1 0 0 0 0 0 1 0 0 0 0 0 1 0

Cebra Ave and Victory Blvd 3 8 4 0 0 0 0 3 0 0 0 0 0 3 0

Jersey Street and Victory Blvd 2 2 3 0 0 0 0 1 1 1 0 0 1 1 1

Pike Street and Victory Blvd 1 1 1 0 0 0 1 0 0 0 0 0 1 0 0

Forest Ave and Victory Blvd 3 3 2 0 0 0 1 1 0 0 0 0 1 1 0

Hudson Street and Cedar Street 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Broad Street and Cedar Street 1 1 0 0 0 0 1 1 0 0 0 0 1 1 0

Canal Street and Broad Street 3 3 5 0 0 0 1 2 1 0 0 0 1 2 1

Broad Street and Van Duzer 2 1 4 0 0 0 0 0 1 0 0 0 0 0 1

Broad Street and Targee Street 3 3 2 0 0 0 0 1 0 0 1 0 0 2 0

Vanderbilt Avenue and Tompkins Street 3 10 4 0 0 0 0 0 1 0 1 0 0 1 1

Bay Street and Vanderbilt Avenue 1 3 2 0 0 0 0 0 1 0 0 0 0 0 1

Bay Street and Greenfield Street 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and Edgewater Drive 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

Bay Street and Hylan Boulevard 3 0 3 0 0 0 1 0 1 0 0 0 1 0 1

Bay Street and School Road 1 1 4 0 0 0 0 0 1 0 0 0 0 0 1

Total 76 92 94 1 0 0 14 21 16 4 6 4 18 27 20

Grand Total

Note: Intersections where the total combined ped/bike crashes are highlighted denote high‐crash locations.

262 1 51 14 65

Intersection

Total Crashes Fatalities Pedestrian Bicyclist Combined Ped/Bike


14‐182

K. PARKING

EXISTINGCONDITIONS

PARKINGSUPPLYANDINVENTORY

Existingparkingconditions foron‐streetandoff‐streetparking in theStudyAreawereevaluatedthrough site visits.On‐streetparking regulations are shownonFigure14‐21and summarized inTable14‐59.Parkingutilizationsurveyswereconductedforon‐streetparkingfacilitieswithina¼mile of the Study Area.While the parking supply and utilization for the Proposed Actionswereconsideredfortheentire¼‐mileradiusoftheStudyArea,adetailedparkinganalyseswasconductedfor fivesubareas focusedontheparkingspaces thatweremore likely tobeusedbyvehicle tripsgeneratedbyProposedDevelopmentSiteswithinthosesubareas. Thesubareas,shownonFigure14‐21,included:

St.George/FerryTerminal:associatedwiththeProjectedDevelopmentSitesat55CentralAvenueand55StuyvesantPlace;

Victory Boulevard/Jersey Street: associated with the Projected Development Site at theJerseyStreetGarage;

BayStreetNorth:associatedwith theProjectedDevelopmentSitesonBayStreetnorthofGrantStreetandatStapleton;

BayStreetSouth:associatedwith theProjectedDevelopmentSitesonBayStreetsouthofGrantStreet;and

Canal Street: associated with the Projected Development Sites within the Canal Streetcorridor.

Fouroff‐streetparking facilitiesare locatedwithina¼‐mileradiusof theStudyArea,andallarewithintheSt.George/FerryTerminalsubarea:55CentralAvenue,25WallStreet,54CentralAvenue,and325St.MarksPlace.Theoff‐siteparkingfacilitylocatedat54CentralAvenueincludesaparkinggarageandamunicipalsurfaceparkinglot(75spaces)associatedwiththeStatenIslandSupremeCourthouse.TheredevelopmentofthesurfaceparkinglotisincludedaspartoftheProposedActions.Whiletheoff‐streetparkingfacilitiesarewithina¼‐mileradiusoftheProjectedDevelopmentSites,itwasconservativelyassumedthattheparkingdemandgeneratedbytheProposedActionswouldnot be accommodatedwithin the off‐street parking facilities due to their locationwithin the St.George neighborhood, whereas the majority of the development associated with the ProposedActionswouldbelocatedsouthofVictoryBoulevard.

BayStreetCorridorSites4,6,11,12,14,and15alsoincludeexistingoff‐streetparkingspaces.Basedonvisualinspectionoftheseoff‐streetparkingspaces,theyareassociatedwiththespecificusesthatexist on those sites, such as a car dealership and auto repair shop parking lot for customers onProjectedDevelopmentSite6,andarenotavailableforpublicuse.Therefore,theparkinganalysisassumes that theexistingparkingsupplyordemandassociatedwith theuseson theseProjectedDevelopmentSiteswouldbeeliminatedasaresultoftheProposedActions.

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FIGURE 14-21: PARKING REGULATIONS

1/4 mile study area

0 1000 Feet2500

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14‐184

Table14‐59On‐StreetParkingRegulationLegend

Map # Regulation

1 No Standing Anytime

2 No Parking (Street Cleaning) 12 AM ‐ 3 AM Monday

3 2 Hour Metered Parking 8 AM ‐ 7 PM Except Sunday

4 No Parking Anytime

5 No Parking (Street Cleaning) 3 AM ‐ 6 AM Tuesday

6 2 Hour Metered Parking 8 AM ‐ 6 PM, Monday ‐ Friday

7 Bus Stop Sign ‐ No Standing Anytime

8 Truck Loading Only 6 AM ‐ 4 PM, Monday ‐ Friday

9 No Standing 7 AM ‐ 10 AM, 4 PM‐7 PM Except Sunday

10 30 Minute Parking 8 AM ‐ 7 PM Except Sunday

11 1 Hour Parking 8 AM ‐ 4 PM Except Sunday


13 No Standing 4 PM ‐ 7 PM, Monday, Thursday, Friday

14 2 Hour Metered Parking 8 AM ‐ 4 PM Monday ‐ Friday, 8 AM ‐ 7 PM Saturday


16 No Standing 4 PM ‐ 7 PM, Monday ‐ Friday

17 1 Hour Metered Parking 8 AM ‐ 4 PM Monday ‐ Friday, 8 AM ‐ 7 PM Saturday & Sunday

18 1 Hour Metered Parking 8 AM ‐ 4 PM Monday ‐ Friday, 8 AM ‐ 7 PM Saturday


20 No Standing 7 AM ‐ 4 PM School Days

21 4 Hour Muni‐Meter Parking 8 AM‐7 PM Except Sunday

22 No Standing 7 AM ‐ 7 PM Except Sunday

23 4 Hour Parking 8 AM ‐ 7 PM Including Sunday

24 No Standing 7 AM ‐ 9 AM Monday, Thursday, Friday

25 4 Hour Muni‐Meter Parking 9 AM ‐ 7 PM Except Sunday

26 No Parking 7 AM ‐ 7 PM Except Sunday

27 1 Hour Parking 8 AM ‐ 7 PM Monday ‐ Friday

28 No Standing 8 AM ‐ 6 PM Monday ‐ Friday

29 Administrative Parking 7 AM ‐ 7 PM, Monday ‐ Friday

30 No Standing Anytime Except Authorized Vehicles 8 AM ‐6 PM Monday, Thursday, Friday

31 US Probation Officer Vehicles

32 Back in Angle Parking Only

33 No Stopping Anytime

34 No Standing Except Truck Loadings & Unloadings 7 AM ‐ 10 PM Except Sunday

35 Back in 90 Deg Parking Only

36 2 Hour Muni‐Meter Parking 8 AM‐7 PM Except Sunday

37 No Parking 8 AM ‐ 6 PM Monday, Thursday, Friday

38 No Standing 7 AM ‐ 9 AM Except Sunday

39 2 Hour Metered Parking 9 AM‐7 PM Except Sunday

40 2 Hour Muni‐Meter Parking 8 AM ‐ 6 PM Monday, Thursday, Friday

41 No Standing 7 AM‐7 PM, Monday ‐ Friday

42 Authorized Vehicles Only 7 AM ‐ 5 PM, Monday ‐ Friday

43 No Standing (Street Cleaning) 11 PM 6:30 AM Including Sunday


45 1 Hour Parking 8 AM ‐ 7 PM Including Sunday

46 No Standing Anytime Except Authorized Vehicles

47 Authorized Vehicles Only School Days 7 AM ‐ 4 PM

48 Authorized Vehicles Only 8 AM ‐ 6 PM Monday, Thursday, Friday

49 No Parking Anytime Except Authorized Vehicles

50 No Standing Fire Zone

51 No Standing 7 AM ‐ 9 AM, Monday ‐ Friday

52 No Parking 7 AM ‐ 7 PM Except Authorized Vehicles


54 No Standing Anytime ‐ Taxi Stand

55 No Standing 11 PM ‐ 6:30 AM Including Sunday


14‐185

EXISTINGPARKINGCONDITIONS

Existing on‐street parking conditions in the Study Area were evaluated by performing a fieldinventoryofparkingregulationsandutilizationwithina¼‐mileradiusoftheProjectedDevelopmentSites, for each subarea. Parking utilization surveys were conducted under typical weekday andSaturday conditions in June 2016 during the four peak hours aswell as theweekday overnightcondition, when residential parking demand is expected to be the greatest. Individual streetcapacitiesandanhourlyassessmentofon‐streetparkingutilizationwerecollectedforeachstreetinthe Study Area. Table 14‐60 presents a summary of the survey results, in terms of the averagepercentageofavailableon‐streetspacesutilizedduringeachpeakhour,bysubarea.

Theresultsindicatethatwithin¼‐mileoftheStudyArea,totalon‐streetparkingutilizationis60,70,58, and 60 percent of available spaces during theWeekdayAM,MD, PM, and overnight periods,respectively.Thetotalon‐streetparkingutilizationwas62percentfortheSaturdayMDperiod.Thesubarea with the most highly utilized on‐street parking during every analysis period is the St.George/FerryTerminalsubarea,withon‐streetparkingutilizationof70,95,68,and67percentofavailable spaces during the Weekday AM, MD, PM, and overnight periods, respectively, and 73percentfortheSaturdayMDperiod.

Table14‐60ExistingOn‐StreetParkingUtilizationSummary(SubareasandTotal)

FUTURECONDITIONSWITHOUTTHEPROPOSEDACTION

Theutilizationofon‐streetparkingspacesintheStudyAreaisexpectedtoincreaseintheNo‐ActionConditionbasedonbackgroundgrowth,otherdevelopmentprojectsintheStudyArea,andchangesassociatedwith development of the Projected Development Sites pursuant to existing zoning asdescribedbelow.

Background Growth: Future parking demands reflect annual background growth rates of0.50percent for the first fiveyearsand0.25percent for theyearsbeyond for the streets

2016Existing WeekdayAM WeekdayMD WeekdayPM WeekdayOvernight SaturdayMDSt.George/FerryTerminalAreaCapacity 1098 1098 1098 1098 1098St.George/FerryTerminalAreaDemand 769 1039 751 738 797St.George/FerryTerminalAreaAvailableSpaces 329 59 347 360 301

St.George/FerryTerminalSubareaUtilization 70% 95% 68% 67% 73%BayStreetNorthAreaCapacity 1319 1319 1319 1319 1319BayStreetNorthAreaDemand 791 1047 713 733 752BayStreetNorthAreaAvailableSpaces 528 272 606 586 567

BayStreetNorthSubareaUtilization 60% 79% 54% 56% 57%VictoryBoulevard/JerseyStreetAreaCapacity 1295 1295 1295 1295 1295VictoryBoulevard/JerseyStreetAreaDemand 706 684 708 746 719VictoryBoulevard/JerseyStreetAreaAvailableSpaces 589 611 587 549 576

VictoryBoulevard/JerseyStreetSubareaUtilization 55% 53% 55% 58% 56%CanalStreetAreaCapacity 1363 1363 1363 1363 1363CanalStreetAreaDemand 805 904 821 857 906CanalStreetAreaAvailableSpaces 558 459 542 506 457

CanalStreetSubareaUtilization 59% 66% 60% 63% 66%BayStreetSouthAreaCapacity 1090 1090 1090 1090 1090BayStreetSouthAreaDemand 610 671 556 651 652BayStreetSouthAreaAvailableSpaces 480 419 534 439 438

BayStreetSouthSubareaUtilization 56% 62% 51% 60% 60%

TotalCapacity 6165 6165 6165 6165 6165TotalDemand 3681 4345 3549 3725 3826TotalAvailableSpaces 2484 1820 2616 2440 2339

TotalUtilization 60% 70% 58% 60% 62%


14‐186

within theSt.Georgearea,andgrowthratesof1.0percent for the first fiveyearsand0.5percentfortheyearsbeyondtheremainingareaofStatenIsland(CEQRTechnicalManual,Table16‐4).

OtherDevelopmentProjects:Additionaldemandgeneratedbyotherdevelopmentprojectswasassumedtobeaccommodatedbyon‐siteparkingforeachrespectivedevelopmentwiththeexceptionoftheLighthousePoint,NewStapletonWaterfrontDevelopmentPlan,and533Bay Street development projects,whichwould experience an on‐site parking shortfall atsomepoint:

o TheLighthousePointEASidentifiedaparkingdeficiencyduringtheWeekdayMDandPM periods. Therefore, the parking shortfall was assumed to utilize available on‐streetparkingspaces.

o TheNew StapletonWaterfrontDevelopment Plan TechMemo identified a parkingdeficiencytheWeekdayAMpeakhourandovernightperiods.Therefore,theparkingshortfallwasassumedtoutilizeavailableon‐streetparkingspaces.

o The533BayStreetprojectwouldnotincludeon‐siteparking.Therefore,theparkingdemandgeneratedbythisdevelopmentprojectwasassumedtoutilizeavailableon‐streetparkingspaces.

TheSt.GeorgeWaterfrontRedevelopmentFEISdidnotidentifyaparkingdeficiency;however,22 on‐street parking spaces would be lost as part of the project frontage on RichmondTerrace.Thechangeinon‐streetparkingsupplyisreflectedintheNo‐Actionanalysis.

Parking Demand Pursuant to Existing Zoning: The redevelopment of the ProjectedDevelopmentSitespursuanttocurrentzoningwouldresultintheadditionof481off‐streetparking spaces. TheweekdayandSaturdayparkingaccumulationby landuseassociatedwiththeprojectsitesintheNo‐ActionConditionareshownonTables14‐61and14‐62.ThetotalparkingdemandoftheProjectedDevelopmentSitesonatypicalWeekdaywouldpeakat286spacesbetween1:00PMand2:00PM.ThetotalparkingdemandonatypicalSaturdaywouldpeakat71spacesbetween1:00PMand2:00PM.Theparkingdemandthatcouldnotbeaccommodatedon‐sitewas assumed to increase thedemand for theon‐streetparkingspaceswithinthe¼‐mileradiusoftheStudyArea.

Allexistingoff‐streetpublicparkingfacilitiesareexpectedtoremainintheNo‐ActionCondition,sononeoftheexistingparkingdemandatthosefacilitieswouldbedisplaced.


14‐187

Table14‐61No‐ActionWeekdayHourlyParkingAccumulationbyLandUse

Table14‐62No‐ActionSaturdayHourlyParkingAccumulationbyLandUse

AsshowninTable14‐63,accountingforchangesinparkingdemandintheNo‐ActionCondition,theon‐streetparkingutilizationwithin¼mileoftheStudyAreaisexpectedtoincreaseto70,83,66and69percentduringtheWeekdayAM,MD,PM,andovernightperiods,respectively,andto69percentfortheSaturdayMDperiod.Thesubareawiththemosthighlyutilizedon‐streetparkingduringmostanalysisperiodsistheSt.George/FerryTerminalsubarea,withon‐streetparkingutilizationof81,112,76,and74percentofavailablespacesduringtheWeekdayAM,MD,PM,andovernightperiods,respectively,and81percent for theSaturdayMDperiod.TheSt.George/FerryTerminalandBayStreetNorthsubareaswouldbothexperienceon‐streetparkingshortfallsduringtheWeekdayMD,withdemandexceedingavailablecapacityby129and27vehicles,respectively.

IN OUT Accumulation IN OUT Accumulation IN OUT Accumulation IN OUT Accumulation IN OUT Accumulation IN OUT Accumulation IN OUT Accumulation

Before 12 11 0 0 0 0 0 11

12‐1 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

1‐2 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

2‐3 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

3‐4 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

4‐5 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

5‐6 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

6‐7 AM 0 0 11 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 11

7‐8 AM 0 1 10 2 2 0 11 2 9 9 3 5 0 0 0 0 0 0 22 8 25

8‐9 AM 0 4 6 21 21 0 124 9 124 13 7 12 2 2 0 0 0 0 160 43 142

9‐10 AM 0 1 5 6 6 0 122 14 232 14 19 7 2 1 1 0 0 0 145 41 246

10‐11 AM 0 1 4 19 19 0 25 19 238 11 14 4 8 2 7 0 0 0 63 55 254

11‐12 PM 0 1 4 31 31 0 22 47 213 12 12 4 18 10 16 0 0 0 83 101 237

12‐1 PM 1 0 4 85 85 0 90 83 220 14 10 7 46 33 28 0 0 0 236 213 260

1‐2 PM 0 0 4 123 123 0 44 29 236 11 7 11 21 15 34 0 0 0 200 174 286

2‐3 PM 1 0 5 133 133 0 66 76 226 18 13 17 11 11 34 0 0 0 230 234 281

3‐4 PM 0 0 5 29 29 0 21 22 224 10 8 20 9 9 34 0 0 0 70 69 283

4‐5 PM 1 1 5 62 62 0 14 72 167 13 18 15 9 7 36 0 0 0 99 160 223

5‐6 PM 4 1 8 69 69 0 6 152 20 10 18 8 22 22 36 0 0 0 111 262 72

6‐7 PM 2 1 9 58 58 0 5 24 0 14 14 7 28 16 48 0 0 0 105 113 64

7‐8 PM 2 1 9 35 35 0 2 2 0 8 10 6 29 21 56 0 0 0 75 68 71

8‐9 PM 1 0 10 15 15 0 0 0 0 2 9 0 6 28 35 0 0 0 25 52 45

9‐10 PM 1 0 10 8 8 0 0 0 0 0 0 0 1 21 14 0 0 0 9 29 25

10‐11 PM 1 0 11 2 2 0 0 0 0 0 0 0 0 11 3 0 0 0 3 14 14

11‐12 PM 0 0 11 2 2 0 0 0 0 0 0 0 0 3 0 0 0 0 2 5 11

Notes:

Office(1)

Community Facility(2)

Restaurant(1)

Medical Office Building(3)

Total

1. New Stapleton Waterfront Development Plan Technical Memorandum (December, 2010). The peak hour temporal and directional distribution was adjusted to match factors used in trip generation.

3. Information provided by NYCDOT via e‐mail in January 2016. The peak hour temporal and directional distribution was adjusted to match factors used in trip generation.

2. Flushing Commons FEIS (2010), Table 14‐37 and 14‐38 for YMCA Component. The peak hour temporal and directional distribution was adjusted to match factors used in trip generation.

Residential(1)

Local Retail(1)


Before 12 11 0 0 0 0 0 11

12‐1 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

1‐2 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

2‐3 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

3‐4 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

4‐5 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

5‐6 AM 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11

6‐7 AM 0 0 11 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 11

7‐8 AM 0 1 10 3 3 0 2 0 2 0 0 0 0 0 0 0 0 0 5 4 12

8‐9 AM 0 2 9 8 8 0 23 2 23 7 3 4 2 0 1 0 0 0 40 15 37

9‐10 AM 0 1 8 8 8 0 21 3 42 3 5 2 2 1 2 0 0 0 34 18 54

10‐11 AM 0 1 7 39 39 0 4 3 43 3 5 0 4 3 4 0 0 0 51 50 54

11‐12 PM 0 0 7 55 55 0 4 9 37 4 4 0 11 5 9 0 0 0 74 74 54

12‐1 PM 0 0 7 124 124 0 17 14 41 5 3 2 26 19 16 0 0 0 173 161 66

1‐2 PM 0 0 7 242 242 0 5 3 44 6 4 4 24 23 16 0 0 0 277 272 71

2‐3 PM 1 1 8 82 82 0 17 19 42 5 5 3 16 16 16 0 0 0 121 123 69

3‐4 PM 0 0 8 91 91 0 4 4 42 5 4 4 5 5 16 0 0 0 105 104 70

4‐5 PM 1 1 8 91 91 0 3 15 29 3 5 3 8 6 18 0 0 0 105 118 58

5‐6 PM 2 1 9 105 105 0 1 26 4 3 6 0 16 7 26 0 0 0 126 145 39

6‐7 PM 1 1 9 87 87 0 1 5 0 0 0 0 21 12 35 0 0 0 110 105 45

7‐8 PM 1 1 10 53 53 0 0 1 0 0 0 0 21 15 41 0 0 0 75 69 51

8‐9 PM 1 0 10 22 22 0 0 0 0 0 0 0 2 21 23 0 0 0 25 43 33

9‐10 PM 0 0 10 11 11 0 0 0 0 0 0 0 2 16 8 0 0 0 13 27 19

10‐11 PM 0 0 11 3 3 0 0 0 0 0 0 0 0 8 0 0 0 0 3 11 11

11‐12 PM 0 0 11 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 11

Notes:


1. It is assumed that Saturday temporal and directional distribution would be same as Weekday. The peak hour temporal and directional distribution was adjusted to match factors used in trip generation.

Restaurant(1)


TotalResidential(1)

Local Retail(1)

Office(1)



14‐188

Table14‐63No‐Action¼‐MileOn‐StreetParkingUtilizationSummary(SubareasandTotal)

FUTURECONDITIONSWITHTHEPROPOSEDACTION

TheProposedActionswouldresultinatotalincreaseof1,290off‐streetparkingspacesintheStudyAreacomparedtotheNo‐ActionCondition,including636spacesalongtheBayStreetcorridor,‐16spacesalongtheCanalStreetCorridor,189spaceswithintheJerseyStreet/VictoryBoulevardCityDispositionsite,138spaceswithinthe54CentralAvenueCityDispositionSite,and343spaceswithinthe Stapleton Waterfront Phase III Projected Development Sites.The existing public off‐streetparkingfacilityattheCityDispositionSiteat54CentralAvenuewouldberedevelopedaspartoftheProposedActionsduringtheWith‐ActionCondition,displacingdemandservedby75off‐streetpublicparkingspaces.Itwasassumedthatthisdemandwouldbeaccommodatedon‐streetduringallpeakperiods.Nonewoff‐streetpublicparkingspaceswouldbeprovidedaspartoftheProposedActions.

2030No‐Action WeekdayAM WeekdayMD WeekdayPM WeekdayOvernight SaturdayMDSt.George/FerryTerminalAreaNo‐ActionOn‐StreetCapacity 1076 1076 1076 1076 1076St.George/FerryTerminalAreaExistingDemand 769 1039 751 738 797St.George/FerryTerminalAreaDemandfromBackgroundGrowth (1) 60 79 55 56 60St.George/FerryTerminalAreaNo‐ActionDemandFromProjectedDevelopmentSites (2) 47 86 8 0 17St.George/FerryTerminalAreaNo‐ActionDemandFromOtherDevelopmentProjects (2) 0 0 0 0 0St.George/FerryTerminalAreaNo‐ActionTotalOn‐StreetDemand 876 1205 814 794 874St.George/FerryTerminalAreaAvailableSpaces 200 ‐129 262 282 202

St.George/FerryTerminalSubarea:No‐ActionUtilization 81% 112% 76% 74% 81%BayStreetNorthAreaNo‐ActionOn‐StreetCapacity 1319 1319 1319 1319 1319BayStreetNorthAreaExistingDemand 791 1047 713 733 752BayStreetNorthAreaDemandfromBackgroundGrowth (1) 67 86 62 62 61BayStreetNorthAreaNo‐ActionDemandFromProjectedDevelopmentSites (2) 64 148 48 1 38BayStreetNorthAreaNo‐ActionDemandFromOtherDevelopmentProjects (2) 0 66 79 0 10BayStreetNorthAreaNo‐ActionTotalOn‐StreetDemand 922 1346 902 796 861BayStreetNorthAreaAvailableSpaces 397 ‐27 417 523 458

BayStreetNorthSubarea:No‐ActionUtilization 70% 102% 68% 60% 65%VictoryBoulevard/JerseyStreetAreaNo‐ActionOn‐StreetCapacity 1295 1295 1295 1295 1295VictoryBoulevard/JerseyStreetAreaExistingDemand 706 684 708 746 719VictoryBoulevard/JerseyStreetAreaDemandfromBackgroundGrowth (1) 70 68 70 74 71VictoryBoulevard/JerseyStreetAreaNo‐ActionDemandFromProjectedDevelopmentSites (2) 0 0 0 0 0VictoryBoulevard/JerseyStreetAreaNo‐ActionDemandFromOtherDevelopmentProjects (2) 0 0 0 0 0VictoryBoulevard/JerseyStreetAreaNo‐ActionTotalOn‐StreetDemand 776 752 778 820 790VictoryBoulevard/JerseyStreetAreaAvailableSpaces 519 543 517 475 505

VictoryBoulevard/JerseyStreetSubarea:No‐ActionUtilization 60% 58% 60% 63% 61%CanalStreetAreaNo‐ActionOn‐StreetCapacity 1363 1363 1363 1363 1363CanalStreetAreaExistingDemand 805 904 821 857 906CanalStreetAreaDemandfromBackgroundGrowth (1) 80 90 81 85 90CanalStreetAreaNo‐ActionDemandFromProjectedDevelopmentSites (2) 0 0 0 0 0CanalStreetAreaNo‐ActionDemandFromOtherDevelopmentProjects (2) 66 24 0 42 0CanalStreetAreaNo‐ActionTotalOn‐StreetDemand 951 1018 902 984 996CanalStreetAreaAvailableSpaces 412 345 461 379 367

CanalStreetSubarea:No‐ActionUtilization 70% 75% 66% 72% 73%BayStreetSouthAreaNo‐ActionOn‐StreetCapacity 1090 1090 1090 1090 1090BayStreetSouthAreaExistingDemand 610 671 556 651 652BayStreetSouthAreaDemandfromBackgroundGrowth (1) 61 67 55 65 65BayStreetSouthAreaNo‐ActionDemandFromProjectedDevelopmentSites (2) 4 5 2 3 3BayStreetSouthAreaNo‐ActionDemandFromOtherDevelopmentProjects (2) 83 32 42 100 28BayStreetSouthAreaNo‐ActionTotalOn‐StreetDemand 757 775 655 819 747BayStreetSouthAreaAvailableSpaces 333 315 435 271 343

BayStreetSouthSubarea:No‐ActionUtilization 69% 71% 60% 75% 69%TotalExistingCapacity 6165 6165 6165 6165 6165

NetChangeinNo‐ActionOn‐StreetParkingSupply (3) ‐22 ‐22 ‐22 ‐22 ‐22TotalNo‐ActionOn‐StreetCapacity 6143 6143 6143 6143 6143TotalExistingDemand 3681 4345 3549 3725 3826TotalDemandfromBackgroundGrowth (1) 337 389 323 342 347TotalNo‐ActionDemandFromProjectedDevelopmentSites (2) 115 239 58 4 57TotalNo‐ActionDemandFromOtherDevelopmentProjects (2) 149 122 121 142 38TotalNo‐ActionOn‐StreetDemand 4282 5095 4052 4213 4269TotalAvailableSpaces 1861 1048 2091 1930 1874

TotalNo‐ActionUtilization 70% 83% 66% 69% 69%Notes:

2.Excludesdemandthatwouldbeaccommodatedon‐site.

1.Reflectsannualbackgroundgrowthratesof0.50percentforthefirstfiveyearsand0.25percentfortheyearsbeyondfortheintersectionswithintheSt.Georgeareaandgrowthratesof1.0percentforthefirstfiveyearsand0.5percentfortheyearsbeyondfortheremainingareaofStatenIsland(CEQRTechnicalManual,Table16‐4).

3.Reflectsalossofon‐streetparkingspacesonRichmondTerrace(projectfrontage)associatedwiththeSt.GeorgeWaterfrontRedevelopmentFEIS.


14‐189

Tables14‐64and14‐65showthehourlynetincrementalchangeinparkingdemandforeachlanduse as part of the Proposed Actions compared to theNo‐Action Condition for theWeekday andSaturdayconditions,respectively.Parkingdemandgeneratedbythevariouscommercial,retail,andcommunityfacilityusesthatwouldbedevelopedundertheProposedActionswouldtypicallypeakduring themiddayandeveninghours,whereas residentialparkingdemandwould typicallypeakduring the overnight period. The total parking demand of the ProjectedDevelopment Sites on atypicalWeekdaywouldpeakat2,267spacesbetween10:00PMand11:00PM.ThetotalparkingdemandonatypicalSaturdaywouldpeakat2,235spacesovernightbetween11:00PMand7:00AM.Theparkingdemandthatcouldnotbeaccommodatedon‐sitewasassumedtoincreasethedemandfortheon‐streetparkingspaceswithinthe¼‐mileradiusoftheStudyArea.

Table14‐64With‐ActionNetIncrementalWeekdayHourlyParkingAccumulationbyLandUse

Table14‐65With‐ActionNetIncrementalSaturdayHourlyParkingAccumulationbyLandUse


Before 12 2235 0 0 0 0 0 2235

12‐1 AM 53 53 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 53 2235

1‐2 AM 26 26 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 26 2235

2‐3 AM 13 13 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 2235

3‐4 AM 13 13 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 2235

4‐5 AM 13 13 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 2235

5‐6 AM 13 13 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 2235

6‐7 AM 13 13 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 14 2235

7‐8 AM 25 206 2055 0 0 0 42 3 38 6 2 4 0 0 0 0 0 0 73 212 2097

8‐9 AM 98 490 1663 2 2 0 276 21 294 7 4 7 7 10 ‐3 27 3 23 417 530 1984

9‐10 AM 81 332 1411 1 1 0 298 31 562 10 14 3 5 2 1 50 25 49 445 405 2025

10‐11 AM 83 237 1257 2 2 0 70 46 586 8 9 2 20 14 7 42 32 59 226 339 1911

11‐12 PM 84 124 1216 3 3 0 58 109 535 8 9 2 51 17 41 42 47 54 246 310 1847

12‐1 PM 128 89 1255 8 8 0 166 191 510 10 7 4 101 67 75 24 28 49 437 390 1893

1‐2 PM 84 84 1255 10 10 0 96 53 552 8 5 7 34 30 79 34 40 44 266 222 1937

2‐3 PM 110 79 1286 13 14 0 142 169 525 13 10 10 30 30 79 42 40 45 350 343 1945

3‐4 PM 101 96 1291 1 1 0 37 44 518 7 5 12 30 29 80 36 31 51 213 206 1952

4‐5 PM 242 146 1386 6 6 0 33 183 368 9 14 8 28 20 88 31 51 31 349 419 1881

5‐6 PM 479 162 1704 8 8 0 8 334 42 6 12 3 60 61 88 43 47 26 604 624 1863

6‐7 PM 380 208 1877 7 7 0 11 50 4 10 10 2 77 44 120 2 28 0 487 347 2003

7‐8 PM 349 196 2030 4 4 0 3 7 0 6 7 1 79 57 142 0 0 0 442 271 2173

8‐9 PM 164 77 2117 1 1 0 0 0 0 7 6 0 27 74 95 0 0 0 200 159 2212

9‐10 PM 122 57 2183 1 1 0 0 0 0 0 0 0 3 57 41 0 0 0 126 114 2223

10‐11 PM 146 68 2261 0 0 0 0 0 0 0 0 0 1 34 7 0 0 0 146 102 2267

11‐12 PM 99 124 2235 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 99 132 2234

Notes:


3. Information provided by NYCDOT via e‐mail in January 2016. The peak hour temporal and directional distribution was adjusted to match factors used in trip generation.

1. New Stapleton Waterfront Development Plan Technical Memorandum (December, 2010). The peak hour temporal and directional distribution was adjusted to match factors used in trip generation.

Residential(1)

Local Retail(1)

Office(1)


Restaurant(1)


Total


Before 12 2235 0 0 0 0 0 2235

12‐1 AM 40 40 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 40 2235

1‐2 AM 20 20 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 2235

2‐3 AM 10 10 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 2235

3‐4 AM 10 10 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 2235

4‐5 AM 10 10 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 2235

5‐6 AM 10 10 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 2235

6‐7 AM 10 10 2235 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 11 2235

7‐8 AM 20 160 2096 0 0 0 4 1 4 0 0 0 0 0 0 0 0 0 25 161 2100

8‐9 AM 70 358 1807 1 1 0 52 4 52 5 2 3 4 1 4 27 3 23 159 369 1889

9‐10 AM 60 253 1614 1 1 0 48 6 95 2 4 1 4 2 6 50 25 49 165 289 1765

10‐11 AM 60 171 1503 4 4 0 11 7 98 2 3 0 12 8 10 42 32 59 131 225 1671

11‐12 PM 61 91 1473 5 5 0 8 20 87 3 3 0 25 7 28 42 47 54 144 173 1642

12‐1 PM 90 60 1503 20 20 0 29 39 77 4 2 1 72 55 45 24 28 49 238 204 1676

1‐2 PM 27 27 1503 11 11 0 9 6 79 4 3 3 54 43 55 34 40 44 139 130 1684

2‐3 PM 209 145 1567 11 11 0 34 41 72 3 2 4 44 44 55 42 40 45 343 283 1744

3‐4 PM 76 76 1567 5 5 0 8 8 72 4 3 5 12 12 55 36 31 51 142 136 1750

4‐5 PM 174 159 1582 10 10 0 8 35 45 2 3 4 20 16 60 43 46 47 256 269 1738

5‐6 PM 364 132 1813 11 11 0 11 45 11 2 6 0 42 19 83 31 51 27 461 264 1935

6‐7 PM 273 149 1937 7 7 0 2 11 2 0 0 0 59 36 106 2 29 0 343 233 2046

7‐8 PM 237 143 2030 5 5 0 1 1 0 0 0 0 44 51 99 0 0 0 287 201 2130

8‐9 PM 117 54 2093 2 2 0 0 0 0 0 0 0 21 55 65 0 0 0 140 111 2159

9‐10 PM 90 40 2143 1 1 0 0 0 0 0 0 0 0 42 24 0 0 0 91 83 2167

10‐11 PM 110 50 2202 0 0 0 0 0 0 0 0 0 0 21 3 0 0 0 111 72 2205

11‐12 PM 74 41 2235 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 74 44 2235

Notes:

Total

1. It is assumed that Saturday temporal and directional distribution would be same as Weekday. The peak hour temporal and directional distribution was adjusted to match factors used in trip generation.


Residential(1)

Local Retail(1)

Office(1)


Restaurant(1)



14‐190

Table14‐66With‐Action¼‐MileOn‐StreetParkingUtilizationSummary(SubareasandTotal)

AsshowninTable14‐66,withtheadditionoftheProposedActions,on‐streetparkingwithin¼mileoftheStudyAreaisexpectedtobe79,92,77,and87percentutilizedduringtheWeekdayAM,MD,PM and overnight periods, respectively, and 79 percent utilized during the Saturday MD peakperiod.However, at the subarea level, parking demand is expected to exceed available on‐streetparkingforthefollowingconditions:

St.George/FerryTerminal:aparkingdeficitof133parkingspacesofthetotal1,076on‐streetspacesisexpectedduringtheWeekdayMDperiod.

BayStreetNorth:aparkingdeficitof277parkingspacesofthetotal1,319on‐streetspacesisexpectedduringtheWeekdayMDperiod.

BayStreetSouth:aparkingdeficitof96,72,and486parkingspacesofthetotal1,090on‐street spaces is expectedduring theWeekdayAM,WeekdayPM, andWeekday overnightperiods,respectively.

TheCEQRTechnicalManualidentifiesthatparkingshortfallsinStatenIslandmaybesignificantiftheproject’sparkingshortfallexceedsmorethanhalftheavailableon‐streetparkingspaceswithin¼mileoftheprojectsite,whilealsoconsideringproximity,availability,andextentoftransitinthearea,andavailableparkingwithina larger½‐mileareaaroundtheprojectsite.Theexpectedon‐streetparkingdeficitsintheBayStreetSouthsubareaduringtheWeekdayAMandWeekdayPMperiodswouldbelessthanhalftheavailableon‐streetparkingspaces(96of333availablespacesand72of435availablespaces,respectively),andwouldthereforenotbeconsideredsignificant.Theexpectedon‐streetparkingdeficitswithin theSt.George/FerryTerminal,BayStreetNorth, andBayStreet

2030With‐Action WeekdayAM WeekdayMD WeekdayPM WeekdayOvernight SaturdayMDSt.George/FerryTerminalAreaNo‐ActionOn‐StreetCapacity 1076 1076 1076 1076 1076St.George/FerryTerminalAreaNo‐ActionOn‐StreetDemand 876 1205 814 794 874St.George/FerryTerminalAreaIncrementalDemandfromWith‐ActionProjectedDevelopmentSites (1) 1 4 0 0 ‐4St.George/FerryTerminalAreaWith‐ActionTotalOn‐StreetDemand 877 1209 814 794 870St.George/FerryTerminalAreaAvailableSpaces 199 ‐133 262 282 206

St.George/FerryTerminalSubarea:With‐ActionUtilization 82% 112% 76% 74% 81%BayStreetNorthAreaNo‐ActionOn‐StreetCapacity 1319 1319 1319 1319 1319BayStreetNorthAreaNo‐ActionOn‐StreetDemand 922 1346 902 796 86154CentralDisplacedDemand 75 75 75 75 75BayStreetNorthAreaIncrementalDemandfromWith‐ActionProjectedDevelopmentSites (1) 34 175 70 218 53BayStreetNorthAreaWith‐ActionTotalOn‐StreetDemand 1030 1596 1047 1089 989BayStreetNorthAreaAvailableSpaces 289 ‐277 272 230 330

BayStreetNorthSubarea:With‐ActionUtilization 78% 121% 79% 83% 75%VictoryBoulevard/JerseyStreetAreaNo‐ActionOn‐StreetCapacity 1295 1295 1295 1295 1295VictoryBoulevard/JerseyStreetAreaNo‐ActionOn‐StreetDemand 776 752 778 820 790VictoryBoulevard/JerseyStreetAreaIncrementalDemandfromWith‐ActionProjectedDevelopmentSites (1) 0 0 0 0 0VictoryBoulevard/JerseyStreetAreaWith‐ActionTotalOn‐StreetDemand 776 752 778 820 790VictoryBoulevard/JerseyStreetAreaAvailableSpaces 519 543 517 475 505

VictoryBoulevard/JerseyStreetSubarea:With‐ActionUtilization 60% 58% 60% 63% 61%CanalStreetAreaNo‐ActionOn‐StreetCapacity 1363 1363 1363 1363 1363CanalStreetAreaNo‐ActionOn‐StreetDemand 951 1018 902 984 996CanalStreetAreaIncrementalDemandfromWith‐ActionProjectedDevelopmentSites (1) 50 32 52 90 39CanalStreetAreaWith‐ActionTotalOn‐StreetDemand 1001 1049 955 1074 1035CanalStreetAreaAvailableSpaces 362 314 408 289 328

CanalStreetSubarea:With‐ActionUtilization 73% 77% 70% 79% 76%BayStreetSouthAreaNo‐ActionOn‐StreetCapacity 1090 1090 1090 1090 1090BayStreetSouthAreaNo‐ActionOn‐StreetDemand 757 775 655 819 747BayStreetSouthAreaIncrementalDemandfromWith‐ActionProjectedDevelopmentSites (1) 428 276 506 757 400BayStreetSouthAreaWith‐ActionTotalOn‐StreetDemand 1186 1051 1162 1576 1147BayStreetSouthAreaAvailableSpaces ‐96 39 ‐72 ‐486 ‐57

BayStreetSouthSubarea:With‐ActionUtilization 109% 96% 107% 145% 105%

TotalNo‐ActionCapacity 6143 6143 6143 6143 6143

NetChangeinWith‐ActionOn‐StreetParkingSupply (2) 0 0 0 0 0TotalWith‐ActionOn‐StreetCapacity 6143 6143 6143 6143 6143TotalNo‐ActionOn‐StreetDemand 4282 5095 4052 4213 4269Total54CentralDisplacedDemand 75 75 75 75 75TotalIncrementalDemandfromWith‐ActionProjectedDevelopmentSites (1) 513 486 629 1065 487TotalWith‐ActionOn‐StreetDemand 4870 5657 4755 5353 4831TotalAvailableSpaces 1273 486 1388 790 1312

TotalWith‐ActionUtilization 79% 92% 77% 87% 79%Notes:1.Excludesdemandthatwouldbeaccommodatedon‐site.

2.Assumednolostspacesduetoprojectcurbcuts.


14‐191

South would be greater than half the available on‐street parking spaces. However, given theproximitytomultiplebusroutesonBayStreet/RichmondTerrace,theStatenIslandFerry,andtheSIR,andtheavailabilityofparkingspacesinadjacentsubareas,theexpectedparkingdeficitsarenotconsideredsignificant.Furthermore,asshowninTable14‐66,thetotalparkingavailabilitywithinthe¼‐mileradiusoftheoverallStudyAreawouldbesufficienttoaccommodateanyshortfallwithinaspecificsubarea.

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Chapter 14: Transportation - FEIS