APPENDIX C Additional Traffic Data Raleigh and Heiden Properties FEIS F-
ATTACHMENT Response.8- Traffic Count
WEEKENDPEAK5MINUTECOUNTSPROJECTRaleighandHeidenPropertiesLOCATIONCR6,andCR9DATEFridayAugust6,TIME:PMto6:PM5MinuteTraficCR6SBCR9EBCR6NBSTARTENDleftthrurightTotalleftthrurightTotalleftthrurightTotalleftthrurightTotalGRANDTIMETIME56TAL-------------------:PM:5PM56:5PM:PM666566:PM:5PM685886:5PM:PM555585:PM:5PM5856889:5PM:PM8656:PM:5PM955656885:5PM:PM65986858:PM:5PM66855:5PM:PM69898:PM:5PM895858959:5PM:PM8589:PM:5PM85569:5PM:PM586985:PM:5PM55859565:5PM5:PM886559655:PM5:5PM56699595:5PM5:PM668955:PM5:5PM666856555:5PM6:PM95885-------------------TAL85896959688668
WEEKENDPEAKHOURLYAPPROACHVOLUMESPROJECTRaleighandHeidenPropertiesTIMMILLERASSOCIATES,INC.LOCATIONCR6,andCR9DATEFridayAugust6,TIME:PMto6:PMHOURLYSUMMARYCR6SBCR9EBCR6NBSTARTENDleftthrurightTotalleftthrurightTotalleftthrurightTotalleftthrurightTotalGRANDTIMETIME56TAL-------------------:PM:PM6595695556:5PM:5PM8558569585:PM:PM6595555858:5PM:5PM68986856956:PM:PM568956559685:5PM:5PM55655895:PM:PM68689566659:5PM:5PM68686956:PM:PM9998688688965:5PM:5PM858956858:PM:PM85599658:5PM:5PM8696999869:PM5:PM989966:5PM5:5PM88966685956:PM5:PM696685996:5PM5:5PM6865866865:PM6:PM8956668859:PM:PM85599658Peak5Minutes9PeakHourFactor.9-------------------
ATTACHMENT Response.8-6 Figure.8-
NYS Route 55 Town of Neversink NYS Route NYS Route Neversink River CR 5 Hasbrouck NYS Route 5 Town of Liberty CR 5 NYS Route 5 Woodbourne NYS Route 5 NYS Route Town of Wawarsing Westbourne CR 5 CR Willow Woods New Pines Point O Woods Old Falls Estates CR 5 NYS Route South Fallsburg CR 58 Village of Woodridge Olympic site CR 5 CR Miron Hills CR 6 NYS Route Site CR 55 CR 9 Gemstar CR 8 CR 56 Town of Thompson CR 58 Glen Wild Road NYS Route Town of Mamakating Village of Monticello KEY SCALE IN MILES Lake or Reservoir State Routes County Roads Old Rail or Road Grade File 98 5/5/ JS/98 Figure.8-: Regional Context Raleigh and Heiden Properties Town of Fallsburg Sullivan County, New York Base Map: NYS DOT Planimetric Map Scale: As shown
ATTACHMENT Response.8- Figures.8-a and.8-b
6 8 5 5 6 6 5 5 Heiden Rd. La Vista Future Site Access 66 9 8 NYS Route Fraser Rd. NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR 9 8 Site Heiden Rd. (CR 6) Hotel Access Thompson Rd. Heiden Rd. (CR 6) River Rd. Figure:.8-a: No Build Projects Generated Friday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // JS:\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
8 6 56 6 5 9 5 5 5 Heiden Rd. La Vista Future Site Access 5 8 6 NYS Route Fraser Rd. 5 NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR 9 8 Site Heiden Rd. (CR 6) Hotel Access Thompson Rd. Heiden Rd. (CR 6) River Rd. Figure:.8-b: No Build Projects Generated Sunday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // wp\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
ATTACHMENT APPENDIX A Response.8-9 SEQRA Documentation Distribution Sensitivity
Table.8-9 shows the relative volume changes indicated by # based on the Friday site traffic departure pattern shifting from percent to percent for southbound Heiden Road (CR 6) at Thompson Road and Sunday site traffic arrival pattern shifting from percent to percent for northbound Heiden Road (CR 6) at Thompson Road. These delays can be compared to delay increases for volume increases in the No Build and Build Conditions at the same intersections. Approaches impacted have existing levels of service A or B. The relative volume changes are small compared to volume changes anticipated on these approaches. See also Response.8- and.8-. Intersection Road FEIS Comment Table.8-9 Relative Sensitivity of Percent Volume Shifts in Off-peak Direction of Site Traffic on Heiden Road Summer Friday P.M. Peak Hour Summer Sunday PM Peak Hour Lane Group Approach Direction - Movement Existing Level of Service, (Delay), and Volume No Build Volume and [Delay] Changes from Existing Build Volume and [Delay] Changes from No Build Existing Level of Service, (Delay), and Volume No Build Volume and [Delay] Changes from Existing Build Volume and [Delay] Changes from No Build Heiden Road ( CR 6), River Road, and Thompsonville Road (unsignalized) Heiden Rd. CR 6 NB - L, T, R A (.6) 5 (.) (.) A (.9) 58 69 (.) 5 (.) SB - L, T, R A (8.) 8 (.) 9 (.) -9# A (.6) 9 59 (.) 6 (.) -# River Road WB - L, T, R B (.5) (.) (.) A (9.) (.5) (.) Thompsonville Rd EB - L, T, R C (5.) 6 (.8) (.) B (.) 5 (.5) (.5) Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Heiden Rd. CR 6 NB - L, T A (.) 9 9 (.) 5 (.) +# A (8.) (.) 56 (.) Kiamesha Lake Rd EB - L, R B (.5) 6 (.) (.6) B (.) 85 (.8) 6 (9.) +8# Heiden Rd. CR 6 SB T, R 9 ** 5 ** ** +#*** ** ** ** NYS Route, Fraser Road and Kiamesha Lake Road (CR 9) (signalized) NYS Route EB - L, T, R A (.9) 5 8 (.6) 5 (.9) B (.9) 688 (6.) 8 (.5) +# WB - L, T, R A (8.) 5 8(.5) (.) A (9.) 6 (.9) (.) Kiamesha Lake Rd NB - L, T, R B (9.8) (.6) (.) +# B (8.) 6 (.) (.) Fraser Road SB - L, T, R C (.5) (.) (.) C (.) 5 (.) (-.) NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). * Where theoretical delays exceed seconds per vehicles delays are not anticipated as shown rather other compensating changes would be expected from drivers to reduce delays. The theoretical delays would therefore not likely occur but would manifest in other mostly negative operational changes. ** Priority movements no delay and level of service A. *** Traffic shifts from through to right turns on this approach which would reduce delays on other approaches. # Volume changes based from the Build Condition based on shifting ten percent of the departing Friday site traffic away from southbound Heiden Road (CR 6) toward the Thompson Road intersection and ten percent of the arriving Sunday traffic away from northbound Heiden Road at the Thompson Road intersection.
ATTACHMENT Response.8- Table.8-6 Computation Sheets and 5
The computation sheet for the Existing Condition of the intersection of Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) for the Friday peak hour (DEIS Appendix F Attachment Page ) has been corrected. Levels of service and volume to capacity ratios have remained unchanged. The eastbound approach (Kiamesha Lake Road) delay changes to.5 seconds, still a level of service B. The change in delay does not alter the acceptable results. The computation sheet for the intersection of NYS Route and La Vista Drive, Build Condition, Friday peak hour (DEIS Appendix F Attachment page 5), has been corrected and added to this FEIS Appendix C attachment. DEIS Table.8-6 has been revised below as FEIS Table.8-6. FEIS Table.8-6 Level of Service Summary All Conditions Lane Levels of Service, (Delay in seconds per vehicle), and Group Volume to Capacity Ratio Approach Summer Friday P.M. Peak Hour Summer Sunday PM Peak Hour Intersection Direction - Existing No Build Build Existing No Build Build Movement Road Heiden Road ( CR 6), River Road, and Thompsonville Road (unsignalized) Heiden Rd. CR 6 NB - L, T, R A (.6). A (.8). A (.8). A (.9). A (8.). A (8.). SB - L, T, R A (8.). A (8.5). A (8.). A (.6). A (.9). A (8.). River Road WB - L, T, R B (.5). C (.). C (9.). A (9.). A (9.9). B (.). Thompsonville Rd EB - L, T, R C (5.). C (.). C (.). B (.).8 C (.). C (9.). Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Heiden Rd. CR 6 NB - L, T A (.). A (.9). A (8.). A (8.). A (8.).9 A (8.).9 Kiamesha Lake Rd EB - L, R B (.5). B (.). C (.8).9 B (.).6 C (5.).5 C (.5).5 NYS Route, Fraser Road, and Kiamesha Lake Road (CR 9) (signalized) NYS Route EB - L, T, R A (.9).56 A (9.5).66 B (.). B (.9).6 B (8.).8 C (.5).9 WB - L, T, R A (8.).56 A (9.5).66 A (9.5).66 A (9.).65 B (.). B (.). Kiamesha Lake Rd NB - L, T, R B (9.8).5 C (.). C (.6).5 B (8.).9 B (9.). C (.). Fraser Road SB - L, T, R C (.5). C (.9).8 C (.).5 C (.).6 C (6.6).68 C (6.).68 Overall B (.).5 B (.5).6 B (.).6 B (.6). B (6.).8 B (8.).8 Heiden Road (CR 6) and NYS Route (unsignalized) NYS Route WB - L A (9.6). B (.).9 B (.5). A (9.5).6 B (.). B (.5).5 Heiden Rd. CR 6 NB - L, R F (6.8*).* F (8.*).* F (89.*).85* F (5.).85 F (5.8*).* F (5.5*).8* NYS Route and La Vista Drive (unsignalized) NYS Route EB - L, T B (.). B (.). B (.). A (9.). B (.).5 B (.).5 La Vista Drive SB - L, R C (.). E (9.).59 E (.5).6 C (.5). C (.9). C (.). NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). See Appendix F for level of service calculations. * Where theoretical delays exceed seconds per vehicles, or volume to capacity ratios exceed., delays are not anticipated as shown rather other compensating changes would be expected from drivers to reduce delays. The theoretical delays would therefore not likely occur but would manifest in other mostly negative operational changes.
General Information Analyst JAG Agency/Co. TMA Date Performed // Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year Existing Condition Project Description East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 6 6 Peak-Hour Factor, PHF.8.8...89.89 98 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 9 8 Peak-Hour Factor, PHF.8..8... 5 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 9 C (m) 6 6 v/c.. 95% queue length.8. Control Delay (s/veh)..5 LOS A B Approach Delay (s/veh) -- --.5 Approach LOS -- -- B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 DEIS Rev Page
General Information Analyst JAG Agency/Co. TMA Date Performed // Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection Jurisdiction Analysis Year Project Description East/West Street: NYS Route North/South Street: La Vista Drive Intersection Orientation: East-West Study Period (hrs):.5 Route and La Vista Town of Fallsburg Build Condition Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 5 6 Volume 5 9 9 55 Peak-Hour Factor, PHF.9.9...9.9 5 8 66 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Northbound Southbound Movement 8 9 Volume 8 8 Peak-Hour Factor, PHF....6..6 6 9 Percent Heavy Vehicles Percent Grade (%) -6 Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 8 9 Lane Configuration LT LR v 5 5 C (m) 8 v/c..6 95% queue length..5 Control Delay (s/veh)..5 LOS B E Approach Delay (s/veh) -- --.5 Approach LOS -- -- E Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 DEIS Rev Page 5
ATTACHMENT Response.8- Figures.8- and.8- revised Tables.8-a and.8-b Computation Sheets to 6
Hotel rooms {} Table.8-a Raleigh Hotel Trip Rate Summary Land Uses {ITE Code} IN (Trips/ Room).5 Peak Hour Trip Rates Weekday P.M. OUT (Trips/ Room).56 Saturday IN (Trips/ Room).9 OUT (Trips/ Room).9 Trip Generation, Institute of Transportation Engineers, 8th edition, Washington, DC, 8. Hotel rooms {} Land Uses Table.8-b Raleigh Hotel Trip Generation Weekday P.M. IN (Trips) Trip Generation, Institute of Transportation Engineers, 8th edition, Washington, DC, 8. Peak Hour Trip OUT (Trips) 8 IN (Trips) 99 Saturday OUT (Trips) 6
5 9 9 6 5 8 89 88 5 8 6 9 58 5 5 8 59 8 8 Heiden Rd. 8 Site Access 56 6 La Vista 55 9 59 9 5 9 NYS Route 6 5 6 Fraser Rd. 9 5 9 NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR 9 9 5 Site 8 9 Heiden Rd. 8 Site Access Thompson Rd. Heiden Rd. (CR 6) 9 River Rd. Figure.8- Revised: Build Summer Friday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // WP:\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
5 8 99 6 8 89 8 6 5 9 5 5 8 Heiden Rd. Site Access 58 5 La Vista 5 5 5 698 NYS Route 9 5 Fraser Rd. 668 5 NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR 9 6 5 5 Site 9 Heiden Rd. 6 58 Site Access Thompson Rd. Heiden Rd. (CR 6) River Rd. Figure.8- revised: Build Summer Sunday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // WP:\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
Table.8-c Accesses to Heiden Road Level of Service Summary Build Condition Levels of Service, Lane (Delay in seconds per vehicle), and Group Volume to Capacity Ratio Approach Build Condition Intersection Road Direction - Movement Summer Friday P.M. Peak Hour Heiden Road (CR 6) and South Access (unsignalized) Summer Sunday PM Peak Hour Heiden Rd. CR 6 SB - L, T A (9.).5 A (8.6). South access* WB - L, R C (.5).8 C (.).8 Heiden Road (CR 6) and Center Access (unsignalized) Heiden Rd. CR 6 SB - L, T --- --- Center access WB - L, R B (.). B (.8). Heiden Road (CR 6) and North Access (unsignalized) Heiden Rd. CR 6 SB - L, T A (8.). A (8.). North access WB - L, R C (.). C (5.).8 NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). See following pages for level of service calculations. *Includes hotel traffic.
General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection South access and CR 6 Jurisdiction Town of Thompson Analysis Year Build Codition Project Description East/West Street: south site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 5 9 9 Peak-Hour Factor, PHF..8.8.8.8. 55 56 8 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 8 Peak-Hour Factor, PHF....9..9 88 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 8 C (m) 998 8 v/c.5.8 95% queue length.5. Control Delay (s/veh) 9..5 LOS A C Approach Delay (s/veh) -- --.5 Approach LOS -- -- C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection Center access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: Center site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 58 68 Peak-Hour Factor, PHF..8.8..8. 595 8 8 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration TR T Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 5 Peak-Hour Factor, PHF......9 5 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration R v 5 C (m) 9 v/c. 95% queue length. Control Delay (s/veh). LOS B Approach Delay (s/veh) -- --. Approach LOS -- -- B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection North access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: North site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 58 5 5 Peak-Hour Factor, PHF..8.8.8.8. 58 8 8 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 8 Peak-Hour Factor, PHF....9..9 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 8 C (m) 98 v/c.. 95% queue length.. Control Delay (s/veh) 8.. LOS A C Approach Delay (s/veh) -- --. Approach LOS -- -- C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Sunday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection South access and CR 6 Jurisdiction Town of Thompson Analysis Year Build Codition Project Description East/West Street: south site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 5 99 8 Peak-Hour Factor, PHF..8.8.8.8. 88 5 8 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 58 6 Peak-Hour Factor, PHF....9..9 6 8 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 9 C (m) v/c..8 95% queue length..5 Control Delay (s/veh) 8.6. LOS A C Approach Delay (s/veh) -- --. Approach LOS -- -- C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Sunday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection Center access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: Center site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF..8.8..8. 9 9 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration TR T Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 5 Peak-Hour Factor, PHF......9 5 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration R v 5 C (m) 6 v/c. 95% queue length. Control Delay (s/veh).8 LOS B Approach Delay (s/veh) -- --.8 Approach LOS -- -- B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page 5
General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Sunday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection North access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: North site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 5 5 Peak-Hour Factor, PHF..8.8.8.8. 6 99 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume Peak-Hour Factor, PHF....9..9 6 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 6 9 C (m) 55 6 v/c..8 95% queue length..6 Control Delay (s/veh) 8. 5. LOS A C Approach Delay (s/veh) -- -- 5. Approach LOS -- -- C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page 6
ATTACHMENT Response.8- Tables.8-a and.8-b Computation Sheets of to of
Table.8-a Volume Comparison All Conditions Lane Group Summer Friday P.M. Peak Hour Approach DEIS FEIS Intersection Direction - Road Movement Existing No Build Build Existing No Build Build Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Kiamesha Lake Rd EB L 9 9 EB - R 8 6 9 8 Heiden Rd. CR 6 NB L 6 5 8 NB - T 6 69 88 5 6 Heiden Rd. CR 6 SB T 8 8 85 9 9 SB - R 6 8 5 5 NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). See Appendix F for level of service calculations. Table.8-b Level of Service Summary All Conditions Summer Friday P.M. Peak Hour Lane Levels of Service, (Delay in seconds per vehicle), and Group Volume to Capacity Ratio Approach DEIS FEIS Intersection Direction - Road Movement Existing No Build Build Existing No Build Build Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Heiden Rd. CR 6 NB - L, T A (.). A (.9). A (8.). Kiamesha Lake Rd EB - L, R B (.6). B (.). C (.8).9 A (.8).5 A (8.).6 B (.).8 B (.). A (8.).9 C (.).5 NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). Level of service calculations are on following pages.
General Information Analyst JAG Agency/Co. TMA Date Performed /5/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year Existing Condition Project Description base traffic East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 6 5 85 Peak-Hour Factor, PHF.9.9...9.9 9 5 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume Peak-Hour Factor, PHF.9..9... 9 8 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v C (m) 69 v/c.5.8 95% queue length..6 Control Delay (s/veh).8. LOS A B Approach Delay (s/veh) -- --. Approach LOS -- -- B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page of
General Information Analyst JAG Agency/Co. TMA Date Performed /5/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year No Build Condition Project Description base traffic East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 5 9 Peak-Hour Factor, PHF.9.9...9.9 8 6 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 8 Peak-Hour Factor, PHF.9..9... 9 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 8 C (m) 9 55 v/c.6. 95% queue length..6 Control Delay (s/veh) 8.. LOS A B Approach Delay (s/veh) -- --. Approach LOS -- -- B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page of
General Information Analyst JAG Agency/Co. TMA Date Performed /5/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Condition Project Description East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 8 6 9 5 Peak-Hour Factor, PHF.9.9...9.9 95 6 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 9 Peak-Hour Factor, PHF.9..9... 85 Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 5 C (m) 6 v/c.9.5 95% queue length..9 Control Delay (s/veh) 8.. LOS A C Approach Delay (s/veh) -- --. Approach LOS -- -- C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page of
ATTACHMENT Response.8-8 Photo.8-8
File 98 /5/ JS/98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8 FEIS Photo.8-8: Raleigh Hotel Gatehouse Raleigh and Heiden Properties Town of Fallsburg Sullivan County, New York Source: TMA, /6/
ATTACHMENT Response.8-9 DEIS Page.8- revised
Transportation October, The Town of Fallsburg has a significant seasonal population. The Friday and Sunday peak hour counts were specifically taken to represent a maximum impact scenario of traffic during the Friday p.m. and Sunday afternoon peak hour traffic during the busiest summer months. Thus the level of service represents peak summer traffic. As seen in Table.8-6, all of the studied lane groups operate with additional available capacity and operate at efficient levels of service A to C during the seasonal peak hour periods with one exception. The intersection of NYS Route with Heiden Road is projected at level of service F with delays during the Friday and Sunday seasonal peak hour periods. Drivers can alter their decision according to conditions faced. Where modeling projects high delays (over seconds) and high (.) volume to capacity ratios, the theoretical values may never be attained. Reductions in actual delays may be altered by acceptance of smaller gaps, smaller headways, and lane encroachment. In this case the gaps of the CR 9 signal at NYS Route and the striped median use by left turning traffic from Heiden Road (CR 6) may also be reducing actual delays. No Build Level of Service As seen in Table.8-6, all of the studied lane groups operate with additional available capacity and operate at efficient levels of service A to C during the seasonal peak hour periods with two exceptions. The Friday peak hour of La Vista Drive drops to level of service E. The intersection of NYS Route with Heiden Road continues at level of service F with delays doubling during the Friday and Sunday seasonal peak hour periods. The delays shown are theoretical delays and in this case are unlikely to be seen. What is more likely to occur is the peak traffic will spread out rather than remain constant as typically presumed. In addition to smoothing out the peak traffic, shifting trip time outside the peak hour, and routing changes may occur. Specifically drivers would choose not to travel on the problem approach at that time choosing to arrive earlier or later. Others not being able to shift time would shift to alternative routes as CR, CR 58, or Park House Road (Wildwood Drive). Drivers would continue activities to reduce delays on the approach as discussed in the Existing Condition such as acceptance of smaller gaps. Build Condition Level of Service Table.8-6 summarizes the No Build and Build Condition levels of service, a comparison of which would indicate the impact of the project. Since individuals may define impacts differently, this industry accepted practice for comparing the before and after levels of service serves as a consistent scale upon which to review projects. The traffic capacity impacts are defined as the difference between future traffic conditions before and after the project (No Build and Build Conditions) based on criteria established in the Highway Capacity Manual. Table.8-6 presents levels of service for the Build Condition for the studied intersections. Level of service at all intersection and times would remain C or better except locations noted in the No Build Condition. The La Vista approach delay in the Friday p.m. peak hour would increase less than two seconds per vehicle. The Heiden Road (CR 6) approach to NYS Route delays increase however the analysis becomes hypersensitive to even small (less than ten vehicles) Transportation Research Board, National Research Council, Highway Capacity Manual, Washington, D.C.. Raleigh and Heiden Properties DEIS.8- Revised for FEIS
ATTACHMENT APPENDIX A Response.8-6 SEQRA Documentation NYS DOT Counts
STATION: 966 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: CR 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan DIRECTION: Northbound FACR GROUP: REC. SERIAL #: 8 FUNC. CLASS: WN: THOMPSON STATE DIR CODE: WK OF YR: 6 PLACEMENT:.5 S of Rte NHS: no LION#: DATE OF COUNT: 6//8 @ REF MARKER: JURIS: County BIN: 56 NOTES LANE : Week 6-Nb ADDL DATA: CC Stn: RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R9No header HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg 5 5 6 6 8 8 9 9 5 5 6 6 8 8 9 9 DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR S M T W 5 T 6 F S 8 S 9 M T W T F S 5 S 6 M T 8 W 9 T F S S M T 5 W 6 T F 8 S 9 S M 8 9 68 9 6 5 8 8 6 5 9 9 5 6 6 9 9 8 55 5 98 6 5 9 8 5 8 6 5 8 9 89 89 6 8 8 5 6 5 6 5 9 6 6 5 6 56 5 5 8 85 9 5 5 6 9 5 865 85 5 6 6 5 5 55 58 56 88 6 8 59 5 5 6 5 6 9 88 9 9 9 9 5 99 5 6 6 8 8 5 5 9 58 8 8 6 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT 5 5 8 6 5 5 8 8 6 8 6 6 6 9 8 5 DAYS Counted 6 HOURS Counted WEEKDAYS Counted WEEKDAY Hours AVERAGE WEEKDAY High Hour % of day 8 8% Axle Adj. Factor.9 Seasonal/Weekday Adjustment Factor.9 ESTIMATED (one way) AADT 95 ROAD #: 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan STATION: 966 STATE DIR CODE: PLACEMENT:.5 S of Rte DATE OF COUNT: 6//8
STATION: 966 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: CR 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan DIRECTION: Southbound FACR GROUP: REC. SERIAL #: 8 FUNC. CLASS: WN: THOMPSON STATE DIR CODE: WK OF YR: 6 PLACEMENT:.5 S of Rte NHS: no LION#: DATE OF COUNT: 6//8 @ REF MARKER: JURIS: County BIN: 56 NOTES LANE : Week 6-Sb ADDL DATA: CC Stn: RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R9No header HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg 5 5 6 6 8 8 9 9 5 5 6 6 8 8 9 9 DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR S M T W 5 T 6 F S 8 S 9 M T W T F S 5 S 6 M T 8 W 9 T F S S M T 5 W 6 T F 8 S 9 S M 86 89 8 9 56 9 9 8 5 6 5 8 69 6 9 8 5 59 8 5 6 6 5 8 59 5 5 8 9 9 8 96 9 6 5 5 6 8 69 5 5 6 5 5 5 98 6 6 56 56 5 99 8 9 6 98 5 5 5 6 5 5 5 6 59 6 58 5 8 5 6 56 9 69 8 5 56 6 5 5 5 6 5 6 69 58 5 6 6 59 59 6 66 68 65 599 6 5 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT 6 9 9 9 9 8 5 5 8 8 5 9 6 5 9 8 DAYS Counted 6 HOURS Counted WEEKDAYS Counted WEEKDAY Hours AVERAGE WEEKDAY High Hour % of day 8 8% Axle Adj. Factor.9 Seasonal/Weekday Adjustment Factor.9 ESTIMATED (one way) AADT 55 ROAD #: 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan STATION: 966 STATE DIR CODE: PLACEMENT:.5 S of Rte DATE OF COUNT: 6//8
STATION: 9668 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan DIRECTION: Eastbound FACR GROUP: REC. SERIAL #: 95 FUNC. CLASS: 9 WN: FALLSBURG STATE DIR CODE: WK OF YR: 6 PLACEMENT: ' W fo Dennism Hill Road NHS: no BIN: 565 DATE OF COUNT: 6//8 @ REF MARKER: JURIS: Town RR CROSSING: NOTES LANE : Week 6-Eb ADDL DATA: CC Stn: HPMS SAMPLE: COUNT TYPE: AXLE PAIRS BATCH ID: R9-r9ww6 COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg 5 5 6 6 8 8 9 9 5 5 6 6 8 8 9 9 DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR T 5 W 6 T F 8 S 9 S M T 6 5 5 8 9 9 9 6 5 5 5 8 5 9 5 5 8 9 55 5 5 5 6 9 9 9 9 5 6 6 5 9 5 5 5 6 6 5 9 6 5 5 8 8 6 5 5 9 5 5 5 59 5 9 6 9 8 6 8 9 6 9 8 5 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT 5 8 8 8 5 6 8 5 6 9 8 6 DAYS Counted HOURS Counted 65 WEEKDAYS Counted WEEKDAY Hours 99 AVERAGE WEEKDAY High Hour % of day 8 9% Axle Adj. Factor.989 Seasonal/Weekday Adjustment Factor. ESTIMATED (one way) AADT 68 ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan STATION: 9668 STATE DIR CODE: PLACEMENT: ' W fo Dennism Hill Road DATE OF COUNT: 6//8
STATION: 9668 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan DIRECTION: Westbound FACR GROUP: REC. SERIAL #: 95 FUNC. CLASS: 9 WN: FALLSBURG STATE DIR CODE: WK OF YR: 6 PLACEMENT: ' W fo Dennism Hill Road NHS: no BIN: 565 DATE OF COUNT: 6//8 @ REF MARKER: JURIS: Town RR CROSSING: NOTES LANE : Week 6-Wb ADDL DATA: CC Stn: HPMS SAMPLE: COUNT TYPE: AXLE PAIRS BATCH ID: R9-r9ww6 COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg 5 5 6 6 8 8 9 9 5 5 6 6 8 8 9 9 DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR T 5 W 6 T F 8 S 9 S M T 6 8 6 6 6 5 9 5 5 6 5 9 6 5 8 5 8 8 5 5 8 5 5 9 9 6 6 8 6 9 9 6 8 5 58 8 5 6 5 6 5 6 6 8 5 5 8 5 8 5 9 6 9 9 8 8 6 8 5 88 9 6 8 8 6 6 9 8 6 6 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT 6 9 9 8 9 8 DAYS Counted HOURS Counted 65 WEEKDAYS Counted WEEKDAY Hours 99 AVERAGE WEEKDAY High Hour % of day 8 % Axle Adj. Factor.989 Seasonal/Weekday Adjustment Factor. ESTIMATED (one way) AADT 5 ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan STATION: 9668 STATE DIR CODE: PLACEMENT: ' W fo Dennism Hill Road DATE OF COUNT: 6//8