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Appendix - Porter's Neck TECHNICAL APPENDIX APPENDIX A WMPO SCOPE OF APPROVAL Table 1: Trip Generation Summary Land Use (ITE Code) Intensity Daily Traffic (vpd) AM Peak Hour Trips (vph) PM Peak Hour Trips (vph) Enter Exit Enter Exit Single-Family Detached Housing (210) 42 units 470 9 26 28 16 Multifamily Housing (Low-Rise) (220) 316 units 2,300 33 109 103 61 Total Trips 2,770 42 135 131 77 468 2348 APPENDIX B TRAFFIC COUNTS File Name: Porter's Neck Road and Edgewater Club Road-Shiraz Way Site Code: 00000005 Start Date: 8/29/2019 Page No: 1 Groups Printed- Cars - TRKS - Semi Shiraz Way From North Porter's Neck Road From East Edgewater Club Road From South Porter's Neck Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 4180049 0494053 2039041 882580121 0264264 07:15 AM 54290083 0435048 7111000118 1393350177 0426426 07:30 AM 40200060 0445049 8131400161 764480128 0398398 07:45 AM 2630029 0383041 61766089 495030102 0261261 Total 161 60 0 0 221 0 174 17 0 191 23 41 345 0 409 352 152 24 0 528 0 1349 1349 08:00 AM 2130024 0531054 2151054 25368069 0201201 08:15 AM 1220014 0402042 1534040 44327083 0179179 08:30 AM 2311025 0390039 4342049 575070114 0227227 08:45 AM 2020022 0373040 5144050 535460113 0225225 Total 76 8 1 0 85 0 169 6 0 175 12 10 171 0 193 179 172 28 0 379 0 832 832 *** BREAK *** 04:00 PM 1910020 0471048 3039042 4142170100 0210210 04:15 PM 2621029 1681070 0259061 5146200117 0277277 04:30 PM 2721030 0493052 2471077 4858130119 0278278 04:45 PM 2260028 1605066 2248052 4648310125 0271271 Total 94 11 2 0 107 2 224 10 0 236 7 8 217 0 232 186 194 81 0 461 0 1036 1036 05:00 PM 2320025 3800083 2450056 4256250123 0287287 05:15 PM 1720019 0482050 3246051 4950270126 0246246 05:30 PM 3180039 0471048 1238041 4443211108 1236237 05:45 PM 00000 00000 0141042 5233230108 0150150 Total 71 12 0 0 83 3 175 3 0 181 6 9 175 0 190 187 182 96 1 465 1 919 920 Grand Total 4029130496 5742360783 486890801024 90470022911833 141364137 Apprch %81 18.3 0.6 0.6 94.8 4.6 4.76.6 88.7 49.338.212.5 Total %9.72.20.1 12 0.1 17.9 0.9 18.9 1.21.622 24.8 21.916.9 5.5 44.3 0100 Cars 399 87 3 489 5 732 36 773 46 68 888 1002 897 691 226 1815 0 0 4079 % Cars 99.395.6100098.6 10098.7100098.7 95.810097.8097.9 99.298.798.710099 0098.6 TRKS 3 4 0 7 0 10 0 10 2 0 20 22 7 9 3 19 0 0 58 % TRKS 0.74.4001.4 01.3001.3 4.202.202.1 0.81.31.301 001.4Semi000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Semi 00000 00000 00000 00000 000 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Porter's Neck Road and Edgewater Club Road-Shiraz Way Site Code: 00000005 Start Date: 8/29/2019 Page No: 2 Shiraz Way From North Porter's Neck Road From East Edgewater Club Road From South Porter's Neck Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:15 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 5429083 043548 711100118 139335177 426 07:30 AM 4020060 044549 813140161 76448128 398 07:45 AM 263029 038341 6176689 49503102 261 08:00 AM 213024 053154 215154 2536869 201 Total Volume 141 55 0 196 0 178 14 192 23 42 357 422 289 163 24 476 1286 % App. Total 71.9 28.1 0 0 92.7 7.3 5.5 10 84.6 60.7 34.2 5 PHF .653 .474 .000 .590 .000 .840 .700 .889 .719 .618 .638 .655 .520 .815 .750 .672 .755 Shiraz Way P o r t e r ' s N e c k R o a d P o r t e r ' s N e c k R o a d Edgewater Club Road Right141 Thru55 Left0 InOut Total66 196 262 Rig h t 0 Th r u17 8 Le f t 14 Ou t To t a l In 18 6 1 9 2 3 7 8 Left 357 Thru 42 Right 23 Out TotalIn 358 422 780 Le f t 24 Th r u16 3 Rig h t 28 9 To t a l Ou t In 67 6 4 7 6 1 1 5 2 Peak Hour Begins at 07:15 AM Cars TRKS Semi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Porter's Neck Road and Edgewater Club Road-Shiraz Way Site Code: 00000005 Start Date: 8/29/2019 Page No: 3 Shiraz Way From North Porter's Neck Road From East Edgewater Club Road From South Porter's Neck Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 272130 049352 247177 485813119 278 04:45 PM 226028 160566 224852 464831125 271 05:00 PM 232025 380083 245056 425625123 287 05:15 PM 172019 048250 324651 495027126 246 Total Volume 89 12 1 102 4 237 10 251 9 12 215 236 185 212 96 493 1082 % App. Total 87.3 11.8 1 1.6 94.4 4 3.8 5.1 91.1 37.5 43 19.5 PHF .824 .500 .250 .850 .333 .741 .500 .756 .750 .750 .757 .766 .944 .914 .774 .978 .943 Shiraz Way P o r t e r ' s N e c k R o a d P o r t e r ' s N e c k R o a d Edgewater Club Road Right 89 Thru 12 Left 1 InOut Total 112 102 214 Ri g h t 4 Th r u 23 7 Le f t 10 Ou t To t a l In 22 2 2 5 1 4 7 3 Left 215 Thru 12 Right 9 Out TotalIn 207 236 443 Le f t 96 Th r u 21 2 Rig h t 18 5 To t a l Ou t In 54 1 4 9 3 1 0 3 4 Peak Hour Begins at 04:30 PM Cars TRKS Semi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Market Street and Porter's Neck Road Site Code: 00000001 Start Date: 8/29/2019 Page No: 1 Groups Printed- Cars - TRKS - Semi Market Street (US 17 Business) From North Porter's Neck Road From East Market Street (US 17 Business) From South Porter's Neck Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 32256330321 30121022144 66174140254 91424047 2766768 07:15 AM 36311360383 30151520197 132201250358 71817042 0980980 07:30 AM 35281370353 65231730261 101239320372 21717045 010311031 07:45 AM 26283390348 56121160184 75255270357 121635063 0952952 Total 129 1131 145 0 1405 181 62 543 2 786 374 869 98 0 1341 49 55 93 0 197 2 3729 3731 08:00 AM 45248320325 5919920170 63220340317 71033050 086286208:15 AM 50263431356 1512950122 61169310261 192229070 180981008:30 AM 47286400373 16101080134 81198310310 212223066 088388308:45 AM 50271450366 3314850132 76173400289 261744087 0874874Total1921068160114201235538005582817601360117773711290273134283429 *** BREAK *** 04:00 PM 46253440343 3713970147 68280280376 2526510102 096896804:15 PM 38262510351 35251040164 76265390380 2624540104 0999999 04:30 PM 47266480361 44281280200 65325430433 2627480101 01095109504:45 PM 34303540391 51251040180 87301520440 102141072 010831083Total16510841970144616791433069129611711620162987981940379041454145 05:00 PM 39235600334 43211250189 71298340403 2730540111 010371037 05:15 PM 39273360348 50251110186 83287450415 312244097 010461046 05:30 PM 56273520381 3514820131 85290380413 212153095 010201020 05:45 PM 59242360337 279890125 00000 00000 0462462 Total 193 1023 184 0 1400 155 69 407 0 631 239 875 117 0 1231 79 73 151 0 303 0 3565 3565 Grand Total 679430668615671 626277176322666 1190367551305378 28829756701152 31486714870 Apprch %1275.912.1 23.510.466.1 22.168.39.5 2525.849.2 Total %4.6294.6 38.1 4.21.911.9 17.9 824.73.5 36.2 1.923.8 7.7 0100 Cars 670 4209 674 5554 611 272 1741 2626 1165 3541 507 5213 286 291 559 1136 0 0 14529 % Cars 98.797.798.310097.9 97.698.298.810098.4 97.996.498.8096.9 99.39898.6098.6 0097.7 TRKS 9 79 8 96 14 5 19 38 24 123 3 150 2 6 5 13 0 0 297 % TRKS 1.31.81.201.7 2.21.81.101.4 23.30.602.8 0.720.901.1 002 Semi 0 18 4 22 1 0 3 4 1 11 3 15 0 0 3 3 0 0 44 % Semi 00.40.600.4 0.200.200.1 0.10.30.600.3 000.500.3 000.3 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Market Street and Porter's Neck Road Site Code: 00000001 Start Date: 8/29/2019 Page No: 2 Market Street (US 17 Business) From North Porter's Neck Road From East Market Street (US 17 Business) From South Porter's Neck Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 3631136383 3015152197 13220125358 7181742 980 07:30 AM 3528137353 6523173261 10123932372 2171745 1031 07:45 AM 2628339348 5612116184 7525527357 12163563 952 08:00 AM 4524832325 591992170 6322034317 7103350 862 Total Volume 142 1123 144 1409 210 69 533 812 371 915 118 1404 47 51 102 200 3825 % App. Total 10.1 79.7 10.2 25.9 8.5 65.6 26.4 65.2 8.4 23.5 25.5 51 PHF .789 .903 .923 .920 .808 .750 .770 .778 .703 .897 .868 .944 .560 .708 .729 .794 .927 Market Street (US 17 Business) P o r t e r ' s N e c k R o a d P o r t e r ' s N e c k R o a d Market Street (US 17 Business) Right 142 Thru 1123 Left 144 InOut Total 1227 1409 2636 Rig h t 21 0 Th r u 69 Le f t 53 3 Ou t To t a l In 56 6 8 1 2 1 3 7 8 Left118 Thru915 Right371 Out TotalIn1703 1404 3107 Le f t 10 2 Th r u 51 Ri g h t 47 To t a l Ou t In 32 9 2 0 0 5 2 9 Peak Hour Begins at 07:15 AM Cars TRKS Semi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Market Street and Porter's Neck Road Site Code: 00000001 Start Date: 8/29/2019 Page No: 3 Market Street (US 17 Business) From North Porter's Neck Road From East Market Street (US 17 Business) From South Porter's Neck Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 4726648361 4428128200 6532543433 262748101 1095 04:45 PM 3430354391 5125104180 8730152440 10214172 1083 05:00 PM 3923560334 4321125189 7129834403 273054111 1037 05:15 PM 3927336348 5025111186 8328745415 31224497 1046 Total Volume 159 1077 198 1434 188 99 468 755 306 1211 174 1691 94 100 187 381 4261 % App. Total 11.1 75.1 13.8 24.9 13.1 62 18.1 71.6 10.3 24.7 26.2 49.1 PHF .846 .889 .825 .917 .922 .884 .914 .944 .879 .932 .837 .961 .758 .833 .866 .858 .973 Market Street (US 17 Business) P o r t e r ' s N e c k R o a d P o r t e r ' s N e c k R o a d Market Street (US 17 Business) Right159 Thru1077 Left198 InOut Total1586 1434 3020 Rig h t 18 8 Th r u 99 Le f t 46 8 Ou t To t a l In 60 4 7 5 5 1 3 5 9 Left174 Thru1211 Right306 Out TotalIn1639 1691 3330 Le f t 18 7 Th r u 10 0 Ri g h t 94 To t a l Ou t In 43 2 3 8 1 8 1 3 Peak Hour Begins at 04:30 PM Cars TRKSSemi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Futch Creek Road and Futch Creek Road-Market Street Site Code: 00000002 Start Date: 8/29/2019 Page No: 1 Groups Printed- Cars - TRKS - Semis Market Street From North From East Futch Creek Road From South Futch Creek Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total 06:45 AM 3160019 00000 0191020 00707 04646 Total 3 16 0 0 19 0 0 0 0 0 0 19 1 0 20 0 0 7 0 7 0 46 46 07:00 AM 6280034 00000 0331034 0019019 08787 07:15 AM 2310033 00000 0341035 0017017 08585 07:30 AM 3330036 00000 0380038 00505 07979 07:45 AM 5320037 00000 0310031 00909 07777 Total 16 124 0 0 140 0 0 0 0 0 0 136 2 0 138 0 0 50 0 50 0 328 328 08:00 AM 7250032 00000 0320032 0010010 07474 08:15 AM 5230028 00000 0250025 00505 05858 08:30 AM 4350039 00000 0170017 10304 06060 *** BREAK *** Total 16 83 0 0 99 0 0 0 0 0 0 74 0 0 74 1 0 18 0 19 0 192 192 *** BREAK *** 03:45 PM 9390048 00000 0151016 00505 06969 Total 9 39 0 0 48 0 0 0 0 0 0 15 1 0 16 0 0 5 0 5 0 69 69 04:00 PM 4280032 00000 0121013 10809 05454 04:15 PM 5310036 00000 0270027 00303 06666 04:30 PM 7240031 00000 0162018 10506 05555 04:45 PM 10290039 00000 0330033 10304 07676 Total 26 112 0 0 138 0 0 0 0 0 0 88 3 0 91 3 0 19 0 22 0 251 251 05:00 PM 11310042 00000 0180018 10304 06464 05:15 PM 12390051 00000 0200020 208010 08181 05:30 PM 8240032 00000 0140014 00404 05050 Grand Total 10146800569 00000 038470391 701140121 010811081 Apprch %17.882.2 0 000 0 98.2 1.8 5.80 94.2 Total %9.3 43.3 0 52.6 000 0 0 35.5 0.6 36.2 0.60 10.5 11.2 0100 Cars 100 455 0 555 0 0 0 0 0 377 5 382 7 0 110 117 0 0 1054 % Cars 9997.20097.5 00000 098.271.4097.7 100096.5096.7 0097.5 TRKS 1 13 0 14 0 0 0 0 0 7 2 9 0 0 4 4 0 0 27 % TRKS 12.8002.5 00000 01.828.602.3 003.503.3 002.5 Semis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Semis 00000 00000 00000 00000 000 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Futch Creek Road and Futch Creek Road-Market Street Site Code: 00000002 Start Date: 8/29/2019 Page No: 2 Market Street From North From East Futch Creek Road From South Futch Creek Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:15 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 231033 0000 034135 001717 85 07:30 AM 333036 0000 038038 0055 79 07:45 AM 532037 0000 031031 0099 77 08:00 AM 725032 0000 032032 001010 74 Total Volume 17 121 0 138 0 0 0 0 0 135 1 136 0 0 41 41 315 % App. Total 12.3 87.7 0 0 0 0 0 99.3 0.7 0 0 100 PHF .607 .917 .000 .932 .000 .000 .000 .000 .000 .888 .250 .895 .000 .000 .603 .603 .926 Market Street F u t c h C r e e k R o a d Futch Creek Road Right17 Thru121 Left0 InOut Total176 138 314 Rig h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 1 Thru 135 Right 0 Out TotalIn 121 136 257 Le f t 41 Th r u 0 Rig h t 0 To t a l Ou t In 18 4 1 5 9 Peak Hour Begins at 07:15 AM Cars TRKS Semis Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Futch Creek Road and Futch Creek Road-Market Street Site Code: 00000002 Start Date: 8/29/2019 Page No: 3 Market Street From North From East Futch Creek Road From South Futch Creek Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 724031 0000 016218 1056 55 04:45 PM 1029039 0000 033033 1034 76 05:00 PM 1131042 0000 018018 1034 64 05:15 PM 1239051 0000 020020 20810 81 Total Volume 40 123 0 163 0 0 0 0 0 87 2 89 5 0 19 24 276 % App. Total 24.5 75.5 0 0 0 0 0 97.8 2.2 20.8 0 79.2 PHF .833 .788 .000 .799 .000 .000 .000 .000 .000 .659 .250 .674 .625 .000 .594 .600 .852 Market Street F u t c h C r e e k R o a d Futch Creek Road Right 40 Thru 123 Left 0 InOut Total 106 163 269 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 2 Thru 87 Right 0 Out TotalIn 128 89 217 Le f t 19 Th r u 0 Rig h t 5 To t a l Ou t In 42 2 4 6 6 Peak Hour Begins at 04:30 PM Cars TRKS Semis Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Market Street (US 17 BUS) U-Turn Location Site Code: 00000004 Start Date: 8/29/2019 Page No: 1 Groups Printed- Cars - TRKS - Semi Market Street (US 17 Business) From North From East Market Street (US 17 Business) From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 00606 00000 0055055 00000 06161 07:15 AM 00505 00000 0062062 00000 06767 07:30 AM 0010010 00000 0067067 00000 07777 07:45 AM 00404 00000 0045045 00000 04949 Total 0 0 25 0 25 0 0 0 0 0 0 0 229 0 229 0 0 0 0 0 0 254 254 08:00 AM 00808 00000 0041041 00000 04949 08:15 AM 0016016 00000 0028028 00000 04444 08:30 AM 0010010 00000 0028028 00000 03838 08:45 AM 00707 00000 0026026 00000 03333 Total 0 0 41 0 41 0 0 0 0 0 0 0 123 0 123 0 0 0 0 0 0 164 164 *** BREAK *** 04:00 PM 00909 00000 0030030 00000 03939 04:15 PM 00707 00000 0020020 00000 02727 04:30 PM 00606 00000 0029029 00000 03535 04:45 PM 00707 00000 0034034 00000 04141 Total 0 0 29 0 29 0 0 0 0 0 0 0 113 0 113 0 0 0 0 0 0 142 142 05:00 PM 0011011 00000 0230032 00000 04343 05:15 PM 00606 00000 0026026 00000 03232 05:30 PM 00808 00000 0022022 00000 03030 05:45 PM 00404 00000 0026026 00000 03030 Total 0 0 29 0 29 0 0 0 0 0 0 2 104 0 106 0 0 0 0 0 0 135 135 Grand Total 001240124 00000 025690571 00000 0695695 Apprch %00100 000 00.4 99.6 000 Total %00 17.8 17.8 000 0 00.3 81.9 82.2 000 0 0100 Cars 0 0 114 114 0 0 0 0 0 2 566 568 0 0 0 0 0 0 682 % Cars 0091.9091.9 00000 010099.5099.5 00000 0098.1 TRKS 0 0 10 10 0 0 0 0 0 0 3 3 0 0 0 0 0 0 13 % TRKS 008.108.1 00000 000.500.5 00000 001.9 Semi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Semi 00000 00000 00000 00000 000 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Market Street (US 17 BUS) U-Turn Location Site Code: 00000004 Start Date: 8/29/2019 Page No: 2 Market Street (US 17 Business) From North From East Market Street (US 17 Business) From South From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0055 0000 006262 0000 67 07:30 AM 001010 0000 006767 0000 77 07:45 AM 0044 0000 004545 0000 49 08:00 AM 0088 0000 004141 0000 49 Total Volume 0 0 27 27 0 0 0 0 0 0 215 215 0 0 0 0 242 % App. Total 0 0 100 0 0 0 0 0 100 0 0 0 PHF .000 .000 .675 .675 .000 .000 .000 .000 .000 .000 .802 .802 .000 .000 .000 .000 .786 Market Street (US 17 Business) Market Street (US 17 Business) Right 0 Thru 0 Left 27 InOut Total 0 27 27 Rig h t 0 Th r u 0 Le f t 0 Ou t To t a l In 27 0 2 7 Left215 Thru0 Right0 Out TotalIn0 215 215 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 21 5 0 2 1 5 Peak Hour Begins at 07:15 AM Cars TRKS Semi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Market Street (US 17 BUS) U-Turn Location Site Code: 00000004 Start Date: 8/29/2019 Page No: 3 Market Street (US 17 Business) From North From East Market Street (US 17 Business) From South From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0066 0000 002929 0000 35 04:45 PM 0077 0000 003434 0000 41 05:00 PM 001111 0000 023032 0000 43 05:15 PM 0066 0000 002626 0000 32 Total Volume 0 0 30 30 0 0 0 0 0 2 119 121 0 0 0 0 151 % App. Total 0 0 100 0 0 0 0 1.7 98.3 0 0 0 PHF .000 .000 .682 .682 .000 .000 .000 .000 .000 .250 .875 .890 .000 .000 .000 .000 .878 Market Street (US 17 Business) Market Street (US 17 Business) Right0 Thru0 Left30 InOut Total2 30 32 Rig h t 0 Th r u 0 Le f t 0 Ou t To t a l In 30 0 3 0 Left119 Thru2 Right0 Out TotalIn0 121 121 Le f t 0 Th r u 0 Ri g h t 0 To t a l Ou t In 11 9 0 1 1 9 Peak Hour Begins at 04:30 PM Cars TRKSSemi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Futch Creek Road-Market Street and Market Street (US 17 BUS) Site Code: 00000003 Start Date: 8/29/2019 Page No: 1 Groups Printed- Cars - TRKS - Semi Market Street (US 17 Business) From North Market Street From East Market Street (US 17 Business) From South Stephens Church Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 2521130536 5200052 1423410249 1900019 0856856 07:15 AM 0581140595 9600096 27261130301 1700017 010091009 07:30 AM 0531240555 9600096 45287100342 1800018 010111011 07:45 AM 8485260519 8500085 3237250409 1300013 010261026 Total 10 2118 77 0 2205 329 0 0 0 329 118 1154 29 0 1301 67 0 0 0 67 0 3902 3902 08:00 AM 0469140483 7800078 29339100378 1700017 095695608:15 AM 0447170464 6300063 3228560323 1500015 086586508:30 AM 045380461 5400054 2532470356 1800018 0889889 08:45 AM 0504310535 3700037 3224960287 90009 0868868 Total 0 1873 70 0 1943 232 0 0 0 232 118 1197 29 0 1344 59 0 0 0 59 0 3578 3578 *** BREAK *** 04:00 PM 3416280447 2500025 40466140520 1200012 010041004 04:15 PM 2378160396 3500035 37472210530 90009 0970970 04:30 PM 0451260477 4500045 43548170608 80008 01138113804:45 PM 2406130421 4400044 41546220609 1100011 010851085Total716518301741149000149161203274022674000040041974197 05:00 PM 0353100363 5600056 43451150509 1300013 0941941 05:15 PM 3405150423 4700047 49573250647 1100011 011281128 05:30 PM 1377100388 4100041 48580250653 1300013 010951095 05:45 PM 6340190365 00000 00000 1000010 0375375 Total 10 1475 54 0 1539 144 0 0 0 144 140 1604 65 0 1809 47 0 0 0 47 0 3539 3539 Grand Total 27711728407428 854000854 537598719706721 213000213 01521615216 Apprch %0.495.83.8 10000 889.12.9 10000 Total %0.246.81.9 48.8 5.600 5.6 3.539.31.3 44.2 1.400 1.4 0100Cars276815274 7116 836 0 0 836 505 5609 177 6291 201 0 0 201 0 0 14444% Cars 10095.896.5095.8 97.900097.9 9493.789.8093.6 94.400094.4 0094.9 TRKS 0 151 5 156 9 0 0 9 16 189 10 215 6 0 0 6 0 0 386 % TRKS 02.11.802.1 1.10001.1 33.25.103.2 2.80002.8 002.5 Semi 0 151 5 156 9 0 0 9 16 189 10 215 6 0 0 6 0 0 386 % Semi 02.11.802.1 1.10001.1 33.25.103.2 2.80002.8 002.5 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Futch Creek Road-Market Street and Market Street (US 17 BUS) Site Code: 00000003 Start Date: 8/29/2019 Page No: 2 Market Street (US 17 Business) From North Market Street From East Market Street (US 17 Business) From South Stephens Church Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 058114595 960096 2726113301 170017 1009 07:30 AM 053124555 960096 4528710342 180018 1011 07:45 AM 848526519 850085 323725409 130013 1026 08:00 AM 046914483 780078 2933910378 170017 956 Total Volume 8 2066 78 2152 355 0 0 355 133 1259 38 1430 65 0 0 65 4002% App. Total 0.4 96 3.6 100 0 0 9.3 88 2.7 100 0 0 PHF .250 .889 .750 .904 .924 .000 .000 .924 .739 .846 .731 .874 .903 .000 .000 .903 .975 Market Street (US 17 Business) S t e p h e n s C h u r c h R o a d M a r k e t S t r e e t Market Street (US 17 Business) Right8 Thru2066 Left78 InOut Total1614 2152 3766 Rig h t 35 5 Th r u 0 Le f t 0 Ou t To t a l In 21 1 3 5 5 5 6 6 Left38 Thru1259 Right133 Out TotalIn2131 1430 3561 Le f t 0 Th r u 0 Ri g h t 65 To t a l Ou t In 46 6 5 1 1 1 Peak Hour Begins at 07:15 AM Cars TRKSSemi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 File Name: Futch Creek Road-Market Street and Market Street (US 17 BUS) Site Code: 00000003 Start Date: 8/29/2019 Page No: 3 Market Street (US 17 Business) From North Market Street From East Market Street (US 17 Business) From South Stephens Church Road From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 045126477 450045 4354817608 8008 1138 04:45 PM 240613421 440044 4154622609 110011 1085 05:00 PM 035310363 560056 4345115509 130013 941 05:15 PM 340515423 470047 4957325647 110011 1128 Total Volume 5 1615 64 1684 192 0 0 192 176 2118 79 2373 43 0 0 43 4292 % App. Total 0.3 95.9 3.8 100 0 0 7.4 89.3 3.3 100 0 0 PHF .417 .895 .615 .883 .857 .000 .000 .857 .898 .924 .790 .917 .827 .000 .000 .827 .943 Market Street (US 17 Business) S t e p h e n s C h u r c h R o a d M a r k e t S t r e e t Market Street (US 17 Business) Right 5 Thru 1615 Left 64 InOut Total 2310 1684 3994 Rig h t 19 2 Th r u 0 Le f t 0 Ou t To t a l In 24 0 1 9 2 4 3 2 Left79 Thru2118 Right176 Out TotalIn1658 2373 4031 Le f t 0 Th r u 0 Ri g h t 43 To t a l Ou t In 84 4 3 1 2 7 Peak Hour Begins at 04:30 PM Cars TRKSSemi Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 APPENDIX C SIGNAL PLANS APPENDIX D ADJACENT DEVELOPMENT INFORMATION ** * N O T T O S C A L E * * * PRO J E C T NUM B E R 15 - 2 0 4 N SIG N A L I Z E D INT E R S E C T I O N UNS I G N A L I Z E D INT E R S E C T I O N TRA F F I C MOV E M E N T BL A C K = EX I S T I N G GR A Y = UN A N A L Y Z E D BL U E = PR O P O S E D ROA D W A Y LE G E N D Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d he r e i n , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r wh i c h i t w a s p r e p a r e d . R e u s e o f , o r i m p r o p e r r e l i a n c e o n , t h i s do c u m e n t b y o t h e r s w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n by D A V E N P O R T s h a l l b e w i t h o u t l i a b i l i t y t o D A V E N P O R T a n d sh a l l b e a v i o l a t i o n o f t h e a g r e e m e n t b e t w e e n D A V E N P O R T a n d th e c l i e n t . DE S T I N A T I O N NO D E % FI G U R E 5 TR I P D I S T R I B U T I O N 40 WAT E R S T O N E NEW HAN O V E R COU N T Y , N C Po r t e r s N e c k R o a d Shiraz Way Si t e A c c e s s 2 Sa l t c e d a r D r i v e 75 % 5% 5% 15 % 3%OUT 3% IN 2% O U T 1% IN + 10% OUT 75 % I N 15% IN 5% I N 1% IN 45% IN 40 % O U T 75% OUT 5% OUT 15% OUT Edgewater Club Road 50% OUT -3000' ~325' Si t e A c c e s s 1 2% O U T 1% O U T 40% IN 10% IN 2% IN2% IN 10 % O U T 10%IN + 1% OUT 50%IN 45 % O U T ~1400'~1200' Trip Generation Summary - Alternative 1 Project: Alternative: Open Date: Analysis Date: Waterstone Alternative 1 2/13/2015 2/13/2015 ITE Land Use Enter Exit Enter Exit Average Daily Trips Enter Exit TotalTotalTotal AM Peak Hour of Adjacent Street Traffic PM Peak Hour of Adjacent Street Traffic 210SFHOUSE 1 151Dwelling Units 152569611586291534767767 Unadjusted Volume 000000000 Internal Capture Trips000000000 000000000 000000000 Pass-By Trips Volume Added to Adjacent Streets Total AM Peak Hour Internal Capture = 0 Percent Total PM Peak Hour Internal Capture = 0 Percent 1TRIP GENERATION 2014, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012 APPENDIX E CAPACITY ANALYSIS CALCULATIONS PORTER S NECK ROAD & EDGEWATER CLUB ROAD / SHIRAZ WAY APPENDIX F CAPACITY ANALYSIS CALCULATIONS MARKET STREET (US 17) & PORTER S NECK ROAD Lanes, Volumes, TimingsExisting (2019) PM 2: US 17 Bus. (Market Street)/US 17 (Market Street) & SR 1491 (Porter's Neck Road)10/09/2019 Porter's NeckSynchro 10 Report RKAPage 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)187100944689918817412113061981077159 Future Volume (vph)187100944689918817412113061981077159 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Grade (%)0%3%1%0% Storage Length (ft)2002503501003250325425 Storage Lanes11112121 Taper Length (ft)100100100100 Lane Util. Factor0.971.001.000.971.001.000.970.951.000.970.951.00 Frt0.8500.8500.8500.850 Flt Protected0.9500.9500.9500.950 Satd. Flow (prot)343318631583338218351560341635221575343335391583 Flt Permitted0.9500.9500.9500.950 Satd. Flow (perm)343318631583338218351560341635221575343335391583 Right Turn on RedNoNoNoNo Satd. Flow (RTOR) Link Speed (mph)35454545 Link Distance (ft)107259419101135 Travel Time (s)20.99.028.917.2 Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)20811110452011020919313463402201197177 Shared Lane Traffic (%) Lane Group Flow (vph)20811110452011020919313463402201197177 Turn TypeProtNApm+ovProtNApm+ovProtNApm+ovProtNApm+ov Protected Phases745381523167 Permitted Phases4826 Detector Phase745381523167 Switch Phase Minimum Initial (s)5.05.05.05.05.05.05.012.05.05.012.05.0 Minimum Split (s)11.011.311.511.111.211.411.517.911.111.418.011.0 Total Split (s)25.025.025.032.032.020.025.075.032.020.070.025.0 Total Split (%)16.4%16.4%16.4%21.1%21.1%13.2%16.4%49.3%21.1%13.2%46.1%16.4% Maximum Green (s)19.018.718.525.925.813.618.569.125.913.664.019.0 Yellow Time (s)3.23.23.13.14.33.23.14.43.13.24.53.2 All-Red Time (s)2.83.13.43.01.93.23.41.53.03.21.52.8 Lost Time Adjust (s)-1.0-1.3-1.5-1.1-1.2-1.4-1.5-0.9-1.1-1.4-1.0-1.0 Total Lost Time (s)5.05.05.05.05.05.05.05.05.05.05.05.0 Lead/LagLagLagLeadLeadLeadLagLeadLeadLeadLagLagLag Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.06.02.0 Minimum Gap (s)2.02.02.02.02.02.02.03.02.02.03.02.0 Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.015.00.0 Time To Reduce (s)0.00.00.00.00.00.00.030.00.00.030.00.0 Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxNone Act Effct Green (s)26.414.934.526.214.734.714.676.0102.115.076.3102.7 Actuated g/C Ratio0.170.100.230.170.100.230.100.500.670.100.500.68 v/c Ratio0.350.610.290.890.620.590.590.760.320.650.670.17 Control Delay56.979.549.180.080.659.072.935.36.475.732.15.4 Queue Delay0.00.00.00.00.00.00.00.00.00.00.00.0 Lanes, Volumes, TimingsExisting (2019) PM 2: US 17 Bus. (Market Street)/US 17 (Market Street) & SR 1491 (Porter's Neck Road)10/09/2019 Porter's NeckSynchro 10 Report RKAPage 2 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Total Delay56.979.549.180.080.659.072.935.36.475.732.15.4 LOSEEDFFEEDAECA Approach Delay60.974.933.935.2 Approach LOSEECD Queue Length 50th (ft)9410786261107187965645711046626 Queue Length 95th (ft)135170133#35216926613670510115761651 Internal Link Dist (ft)99251418301055 Turn Bay Length (ft)200250350100325325425 Base Capacity (vph)5952454156003253554491760106633817771069 Starvation Cap Reductn000000000000 Spillback Cap Reductn000000000000 Storage Cap Reductn000000000000 Reduced v/c Ratio0.350.450.250.870.340.590.430.760.320.650.670.17 Intersection Summary Area Type:Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 100 (66%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 44.0Intersection LOS: D Intersection Capacity Utilization 71.6%ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: US 17 Bus. (Market Street)/US 17 (Market Street) & SR 1491 (Porter's Neck Road) APPENDIX G CAPACITY ANALYSIS CALCULATIONS FUTCH CREEK ROAD / MARKET STREET (SR 1400) & MARKET STREET (SR 2845) APPENDIX H CAPACITY ANALYSIS CALCULATIONS US 17 & U-TURN LOCATION (NORTH OF SR 1400 MARKET STREET) APPENDIX I CAPACITY ANALYSIS CALCULATIONS US 17 & MARKET STREET (SR 1400) APPENDIX J CAPACITY ANALYSIS CALCULATIONS US 17 / U-TURN LOCATION & STEPHEN’S CHURCH ROAD APPENDIX K CAPACITY ANALYSIS CALCULATIONS SHIRAZ WAY & SITE DRIVE 1 APPENDIX L CAPACITY ANALYSIS CALCULATIONS MARKET STREET (SR 2845) & SITE DRIVE 2 APPENDIX M SIMTRAFFIC QUEUING REPORT