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HomeMy WebLinkAboutTIA Memorandum@DAVEI\PORT Transportation Technical Memorandum Market Street Townhomes Wilmington, North Carolina Prepared for CIP Construction Gompany DAVENPORT Project Number 220248 .olt"'i'ig'1',, _-\!]1es s;]liZ -- +.'-a * '-y a = -..'f sEAL --':rtg'l{ 18, Zf*rJffi,SLoLt -{1ai;1sro.i++ ,//lrlll\\\. Prepared and Reviewed and Sealed by AJ Anastopoulo, PE November 18,2024 1.0 lntroduction DAVENPORT has prepared this technical memorandum to provide information and data to support the extension of the TIA approval letter for the Market Street Townhomes project. This project is located east of Market Street and south of the intersection of Brays Drive and Shackleford Drive in Wlmington, NC. 2.0 History DAVENPORT completed the TIA for the Market Street Townhomes site in December 2022. The TIA assumed 348 apartments with a build-out year of 2024. The TIA presented two access scenarios: One with a single right-in right-out access located on Market Street and a second scenario with the right-in right-out on Market Street and a secondary access as a proposed extension to Brays Drive. The final approval letter was received January 31,2023, included in the supporting documents. The project was approved by the County Planning Commission in November 2023 and subsequently denied at the Commissioners meeting in January 2024. Since that time, the client has revised the land use to propose 304 apartments and 1,800 square feet of retail space for the site. The updated anticipated build-out year is 2027 . A single right-in right-out access located on Market Street is proposed with the secondary Brays Drive access proposed to be gated emergency only. 3.0 Site Plan An updated conceptual site plan showing the land use is attached. 4.0 Trip Generation The lnstitute of Transportation Engineers (lTE) 11th Edition Trip Generation Manual was used to project the weekday daily, AM peak hour, and PM peak hour traffic that could be generated by the new proposed land use. No pass-by or diverted trips are assumed. The results of the trip generation based upon the updated land use are shown in Table 1. Table 2 provides the trip generation analyzed in the approved TIA and Table 3 provides a comparison between the updated land use trips and approved TIA trips. Page 2 11/18/2024 Market Street Townhomes DAVENPORT Project No. 220248 2 Table 1- ITE Trip Generation: Updated Land Use Average Weekday Driveway Volumes Daily AM Peak Hour PM Peak Hour Land Use ITE Land Code Size Data Source Total Enter Exit Total Enter Exit Total Multifamily Housing (Low- Rise) 220 304 Dwelling Units Adjacent - Equation 2,024 28 89 117 95 56 151 Strip Retail 822 1.8 KSF Adjacent - Equation 306 6 3 9 12 11 23 Total Unadjusted Trips 2,330 34 92 126 107 67 174 Internal Capture Reduction** Internal Capture % - 1.6% 0.0% LUC 822 - -1 0 -1 0 0 0 LUC 220 - 0 -1 -1 0 0 0 Total Internal Capture Trips - -1 -1 -2 0 0 0 Total Adjusted Trips 2,330 33 91 124 107 67 174 Table 2- ITE Trip Generation- Approved TIA Average Weekday Driveway Volumes Daily AM Peak Hour PM Peak Hour Land Use ITE Land Code Size Data Source Total Enter Exit Total Enter Exit Total Multifamily Housing (Low- Rise) 220 348 Dwelling Units Adjacent - Equation 2,306 31 100 131 107 63 170 Total Trips in Approved TIA 2,306 31 100 131 107 63 170 Table 3- ITE Trip Generation Comparison Table Average Weekday Driveway Volumes Daily AM Peak Hour PM Peak Hour Total Enter Exit Total Enter Exit Total Updated Proposed Land Use (Adjusted Trips) 2,330 33 91 124 107 67 174 Approved TIA Total Trips 2,306 31 100 131 107 63 170 Difference (Updated Minus Previous) 24 2 -9 -7 0 4 4 5.0 Market Street Traffic Volumes Turning movement counts utilized in the approved TIA were collected by Quality Counts when schools were in session. Table 4 contains the location, dates, and times these counts were conducted. Traffic count data are provided in the Appendix. In conducting the future no build and future build analysis, a 1% growth rate was applied to these volumes. Page 3 11/18/2024 Market Street Townhomes DAVENPORT Project No. 220248 3 Table 4 - Traffic Volume Data Count Location Date Taken Hours Market Street at Hays Lane / Commercial Driveway 9/13/2022 Quality Counts Market Street at Cypress Pond Way 9/13/2022 Quality Counts Market Street at Porters Neck Road 9/13/2022 Quality Counts Porters Neck Road at Brays Drive 9/13/2022 Quality Counts The North Carolina Department of Transportation completed the Military Cutoff Road extension project in September 2023. The Military Cutoff Road extension provides a bypass to Market Street for vehicles traveling to/from locations north of the I-140 ramp on Market Street to south of Military Cutoff Road. As the study intersections above are located within the portion of Market Street encompassed by this bypass, data indicates volumes along Market Street dropped since the initial counts taken in 2022. While new counts have not been collected at the study intersections above, DAVENPORT has counts on file for a nearby project at the intersection of Market Street and Wendover Lane, south of this proposed development. Counts at Market Street and Wendover Lane were collected in September 2021 (pre–Military Cutoff Extension opening) and December 2023 (post Military Cutoff Extension opening). Figures 1A and 1B provide the through volumes on Market Street north of Wendover Lane for the two collection dates. The volumes above equate to a 36% and 21% reduction in through volumes on Market Street in the AM and PM peak hours, respectively. As mentioned above, traffic counts utilized in the TIA were taken prior to the opening of the Military Cutoff Extension and a 1% growth rate was applied to these volumes in the TIA. The data supporting that there has been a drop in volumes on Market Street since the opening of the Military Cutoff Extension makes the analysis in the approved TIA inherently conservative. Figure 1A: 2021 Peak Hour Volumes Figure 1B: 2023 Peak Hour Volumes Page 4 11/18/2024 Market Street Townhomes DAVENPORT Project No. 220248 4 6.0 Site Access Scenarios As previously mentioned, the TIA presented two access scenarios: One with a single right-in right- out access located on Market Street and a second scenario with the right-in right-out on Market Street and a secondary access as a proposed extension to Brays Drive. The updated site plan proposes to have the secondary Brays Drive gated emergency only access, all site traffic will utilize the Market Street access. The analysis in the TIA indicated there is a minimal impact to delay and queues between the two different access scenarios. Based upon the NCDOT turn lane nomograph, there was a difference (150 feet vs 200 feet) in right-turn lane length recommended at the proposed Market Street site access in the TIA. The TIA approval letter required right turn lane mitigation beyond what was recommended in the TIA. Due to the negligible differential in performance, mitigation above the requirement for both scenarios and commentary from the Bray’s Drive residents who maintain the private roadway, DAVENPORT recommends that Bray’s Drive be provided as emergency only access. 7.0 Conclusion In conclusion, this memorandum compares the updated land use trip generation with the trip generation utilized in the January 2023 approved TIA. It has determined that there is an increase of twenty-four (24) daily trips, a decrease in seven (7) AM peak hour trips, and an increase in four (4) PM peak hour trips. The increase as a function of the updated land use is not significant. Additionally, the approved TIA analysis is conservative considering there has been a reduction in traffic volumes on Market Street from what was analyzed in the approved TIA. Considering this information, we respectfully request an extension to the TIA approval letter dated January 31, 2023 to an anticipated 2027 build year and a definitive recommendation for which access scenario is required. The improvements outlined in the TIA approval letter are acknowledged and accepted with no modifications requested. Please let us know if you need additional information. Page 5 11/18/2024 Market Street Townhomes DAVENPORT Project No. 220248 5 Supporting Documents Conceptual Site Plan Trip Generation Data Turning Movement Count Data January 2023 TIA Approval Letter FIGURE 1 CONCEPTUAL SITE PLAN Market Street Townhomes Project Number 220248 File Name : SITE 2 peak Site Code : SITE 2 Start Date : 12/12/2023 Page No : 1 Groups Printed- ALL VEHICLES US 17 Southbound WENDOVER LANE Westbound US 17 Northbound T-INTERSECTION Eastbound 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 Int. Total 06:00 AM 0 60 0 0 60 4 0 1 0 5 0 59 0 0 59 0 0 0 0 0 124 06:15 AM 0 158 0 0 158 7 0 4 0 11 2 106 0 0 108 0 0 0 0 0 277 06:30 AM 0 216 1 0 217 7 0 5 0 12 4 170 0 0 174 0 0 0 0 0 403 06:45 AM 0 366 3 0 369 12 0 1 0 13 3 198 0 0 201 0 0 0 0 0 583 Total 0 800 4 0 804 30 0 11 0 41 9 533 0 0 542 0 0 0 0 0 1387 07:00 AM 0 379 2 0 381 12 0 6 0 18 1 164 0 0 165 0 0 0 0 0 564 07:15 AM 0 395 5 0 400 34 0 8 0 42 2 214 0 0 216 0 0 0 0 0 658 07:30 AM 0 388 4 0 392 32 0 4 0 36 4 266 0 0 270 0 0 0 0 0 698 07:45 AM 0 391 3 0 394 27 0 4 0 31 14 288 0 0 302 0 0 0 0 0 727 Total 0 1553 14 0 1567 105 0 22 0 127 21 932 0 0 953 0 0 0 0 0 2647 08:00 AM 0 365 6 0 371 27 0 4 0 31 6 212 0 0 218 0 0 0 0 0 620 08:15 AM 0 362 15 0 377 35 0 1 0 36 12 268 0 0 280 0 0 0 0 0 693 08:30 AM 0 358 11 0 369 26 0 4 0 30 9 275 0 0 284 0 0 0 0 0 683 08:45 AM 0 336 8 0 344 21 0 6 0 27 8 239 0 0 247 0 0 0 0 0 618 Total 0 1421 40 0 1461 109 0 15 0 124 35 994 0 0 1029 0 0 0 0 0 2614 09:00 AM 0 242 10 0 252 16 0 7 0 23 11 247 0 0 258 0 0 0 0 0 533 09:15 AM 0 281 9 0 290 10 0 1 0 11 5 245 0 0 250 0 0 0 0 0 551 09:30 AM 0 321 10 0 331 15 0 2 0 17 7 310 0 0 317 0 0 0 0 0 665 09:45 AM 0 318 12 0 330 15 0 3 0 18 9 263 0 0 272 0 0 0 0 0 620 Total 0 1162 41 0 1203 56 0 13 0 69 32 1065 0 0 1097 0 0 0 0 0 2369 10:00 AM 0 312 17 0 329 16 0 3 0 19 20 312 0 0 332 0 0 0 0 0 680 10:15 AM 0 324 16 0 340 7 0 2 0 9 16 224 0 0 240 0 0 0 0 0 589 10:30 AM 0 302 17 0 319 10 0 6 0 16 16 272 0 0 288 0 0 0 0 0 623 10:45 AM 0 322 16 0 338 6 0 7 0 13 16 257 0 0 273 0 0 0 0 0 624 Total 0 1260 66 0 1326 39 0 18 0 57 68 1065 0 0 1133 0 0 0 0 0 2516 11:00 AM 0 344 10 0 354 16 0 8 0 24 28 312 0 0 340 0 0 0 0 0 718 11:15 AM 0 320 14 0 334 17 0 8 0 25 19 269 0 0 288 0 0 0 0 0 647 11:30 AM 0 326 16 0 342 22 0 3 0 25 26 309 0 0 335 0 0 0 0 0 702 11:45 AM 0 330 18 0 348 29 0 5 0 34 30 345 0 0 375 0 0 0 0 0 757 Total 0 1320 58 0 1378 84 0 24 0 108 103 1235 0 0 1338 0 0 0 0 0 2824 12:00 PM 0 308 15 0 323 21 0 3 0 24 23 320 0 0 343 0 0 0 0 0 690 12:15 PM 0 324 26 0 350 23 0 4 0 27 34 325 0 0 359 0 0 0 0 0 736 12:30 PM 0 329 18 0 347 21 0 8 0 29 16 349 0 0 365 0 0 0 0 0 741 12:45 PM 0 341 21 0 362 23 0 10 0 33 23 329 0 0 352 0 0 0 0 0 747 Total 0 1302 80 0 1382 88 0 25 0 113 96 1323 0 0 1419 0 0 0 0 0 2914 01:00 PM 0 309 12 0 321 18 0 6 0 24 15 316 0 0 331 0 0 0 0 0 676 01:15 PM 0 329 19 0 348 21 0 8 0 29 25 344 0 0 369 0 0 0 0 0 746 01:30 PM 0 347 22 0 369 25 0 4 0 29 32 373 0 0 405 0 0 0 0 0 803 01:45 PM 0 332 11 0 343 14 0 5 0 19 25 312 0 0 337 0 0 0 0 0 699 Total 0 1317 64 0 1381 78 0 23 0 101 97 1345 0 0 1442 0 0 0 0 0 2924 02:00 PM 0 349 18 0 367 25 0 7 0 32 23 357 0 0 380 0 0 0 0 0 779 02:15 PM 0 362 12 0 374 22 0 5 0 27 15 387 0 0 402 0 0 0 0 0 803 02:30 PM 0 394 17 0 411 27 0 5 0 32 18 411 0 0 429 0 0 0 0 0 872 02:45 PM 0 345 26 0 371 18 0 7 0 25 25 335 0 0 360 0 0 0 0 0 756 Total 0 1450 73 0 1523 92 0 24 0 116 81 1490 0 0 1571 0 0 0 0 0 3210 03:00 PM 0 356 23 0 379 18 0 4 0 22 25 349 0 0 374 0 0 0 0 0 775 03:15 PM 0 316 18 0 334 22 0 6 0 28 22 343 0 0 365 0 0 0 0 0 727 03:30 PM 0 339 27 0 366 17 0 7 0 24 27 370 0 0 397 0 0 0 0 0 787 03:45 PM 0 342 22 0 364 16 0 2 0 18 24 343 0 0 367 0 0 0 0 0 749 Total 0 1353 90 0 1443 73 0 19 0 92 98 1405 0 0 1503 0 0 0 0 0 3038 04:00 PM 0 363 23 0 386 17 0 7 0 24 32 443 0 0 475 0 0 0 0 0 885 Your Company Name Here This is your address Your City, State, Zip Code Your Tagline Here File Name : SITE 2 peak Site Code : SITE 2 Start Date : 12/12/2023 Page No : 2 Groups Printed- ALL VEHICLES US 17 Southbound WENDOVER LANE Westbound US 17 Northbound T-INTERSECTION Eastbound 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 Int. Total 04:15 PM 0 278 20 0 298 19 0 3 0 22 18 292 0 0 310 0 0 0 0 0 630 04:30 PM 0 329 19 0 348 16 0 2 0 18 24 353 0 0 377 0 0 0 0 0 743 04:45 PM 0 329 25 0 354 26 0 2 0 28 31 407 0 0 438 0 0 0 0 0 820 Total 0 1299 87 0 1386 78 0 14 0 92 105 1495 0 0 1600 0 0 0 0 0 3078 05:00 PM 0 392 28 0 420 30 0 2 0 32 22 355 0 0 377 0 0 0 0 0 829 05:15 PM 0 373 31 0 404 38 0 5 0 43 35 368 0 0 403 0 0 0 0 0 850 05:30 PM 0 359 29 0 388 16 0 1 0 17 29 327 0 0 356 0 0 0 0 0 761 05:45 PM 0 322 24 0 346 28 0 5 0 33 30 463 0 0 493 0 0 0 0 0 872 Total 0 1446 112 0 1558 112 0 13 0 125 116 1513 0 0 1629 0 0 0 0 0 3312 06:00 PM 0 298 20 0 318 15 0 4 0 19 15 332 0 0 347 0 0 0 0 0 684 06:15 PM 0 281 15 0 296 12 0 4 0 16 22 288 0 0 310 0 0 0 0 0 622 06:30 PM 0 233 18 0 251 11 0 8 0 19 21 307 0 0 328 0 0 0 0 0 598 06:45 PM 0 189 17 0 206 12 0 3 0 15 13 257 0 0 270 0 0 0 0 0 491 Total 0 1001 70 0 1071 50 0 19 0 69 71 1184 0 0 1255 0 0 0 0 0 2395 Grand Total 0 16684 799 0 17483 994 0 240 0 1234 932 15579 0 0 16511 0 0 0 0 0 35228 Apprch %0 95.4 4.6 0 80.6 0 19.4 0 5.6 94.4 0 0 0 0 0 0 Total %0 47.4 2.3 0 49.6 2.8 0 0.7 0 3.5 2.6 44.2 0 0 46.9 0 0 0 0 0 Your Company Name Here This is your address Your City, State, Zip Code Your Tagline Here File Name : SITE 2 peak Site Code : SITE 2 Start Date : 12/12/2023 Page No : 3 US 17 Southbound WENDOVER LANE Westbound US 17 Northbound T-INTERSECTION Eastbound Start Time Rig ht Thr u Left Ped s App. Total Righ t Thru Left Ped s App. Total Righ t Thru Left Ped s App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 388 4 0 392 32 0 4 0 36 4 266 0 0 270 0 0 0 0 0 698 07:45 AM 0 391 3 0 394 27 0 4 0 31 14 288 0 0 302 0 0 0 0 0 727 08:00 AM 0 365 6 0 371 27 0 4 0 31 6 212 0 0 218 0 0 0 0 0 620 08:15 AM 0 362 15 0 377 35 0 1 0 36 12 268 0 0 280 0 0 0 0 0 693 Total Volume 0 1506 28 0 1534 121 0 13 0 134 36 1034 0 0 1070 0 0 0 0 0 2738 % App. Total PHF .000 .963 .467 .000 .973 .864 .000 .813 .000 .931 .643 .898 .000 .000 .886 .000 .000 .000 .000 .000 .942 US 17 T - I N T E R S E C T I O N W E N D O V E R L A N E US 17 Right 0 Thru 1506 Left 28 Peds 0 InOut Total 1155 1534 2689 Ri g h t 12 1 Th r u 0 Le f t 13 Pe d s 0 Ou t To t a l In 64 13 4 19 8 Left 0 Thru 1034 Right 36 Peds 0 Out TotalIn 1519 1070 2589 Le f t 0 Th r u 0 Ri g h t 0 Pe d s 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 07:30 AM ALL VEHICLES Peak Hour Data North Your Company Name Here This is your address Your City, State, Zip Code Your Tagline Here File Name : SITE 2 peak Site Code : SITE 2 Start Date : 12/12/2023 Page No : 4 US 17 Southbound WENDOVER LANE Westbound US 17 Northbound T-INTERSECTION Eastbound 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 Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 392 28 0 420 30 0 2 0 32 22 355 0 0 377 0 0 0 0 0 829 05:15 PM 0 373 31 0 404 38 0 5 0 43 35 368 0 0 403 0 0 0 0 0 850 05:30 PM 0 359 29 0 388 16 0 1 0 17 29 327 0 0 356 0 0 0 0 0 761 05:45 PM 0 322 24 0 346 28 0 5 0 33 30 463 0 0 493 0 0 0 0 0 872 Total Volume 0 1446 112 0 1558 112 0 13 0 125 116 1513 0 0 1629 0 0 0 0 0 3312 % App. Total PHF .000 .922 .903 .000 .927 .737 .000 .650 .000 .727 .829 .817 .000 .000 .826 .000 .000 .000 .000 .000 .950 US 17 T - I N T E R S E C T I O N W E N D O V E R L A N E US 17 Right 0 Thru 1446 Left 112 Peds 0 InOut Total 1625 1558 3183 Ri g h t 11 2 Th r u 0 Le f t 13 Pe d s 0 Ou t To t a l In 22 8 12 5 35 3 Left 0 Thru 1513 Right 116 Peds 0 Out TotalIn 1459 1629 3088 Le f t 0 Th r u 0 Ri g h t 0 Pe d s 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 05:00 PM ALL VEHICLES Peak Hour Data North Your Company Name Here This is your address Your City, State, Zip Code Your Tagline Here Count Number: SITE 2 County: NEW HANOVER Division: 03 Location: US 17 MARKET ST. AND WENDOVER LANE Location Type: 4 LEG Count Type: TURNING MOVEMENT NO CLASSIFICATION Count Start Date: 09-01-2021 Time: 6:00AM-7:00PM Video Time Used: 6:00AM- 7:00PM (09-01) Total Volume: 51.113 Weather: SUNNY 1. School in Session: YES 2. Pedestrians Observed During Count: NO 3. Disabled Pedestrians Present: NO 4. Counted By: MICHAEL JOHNSON 5. Data Processor: MICHAEL JOHNSON 6. Signal Inventory: N/A 7. Intersection Controlled By: STOP SIGN 8. Data Collection Method: Jamar DB-400 Electronic Count Board 9. Equipment Operating Properly: Yes 10. Area Lighting: YES 11. Construction Present: NO 12. Traffic Problems Observed: NO LOCATION OF COUNT SITE: SITE 2 NorthENTRANCE TO DENNYS US 1 7 M A R K E T S T . WENDOVER LANE US 1 7 M A R K E T S T . LOCATION CAMERA Southbound Approach: Looking Back Southbound: Southbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: Westbound Approach: Looking Back Westbound: Westbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’:NO If Yes Distance: Northbound Approach: Looking Back Northbound: Northbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: Eastbound Approach: Looking Back Eastbound: Eastbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 1 US 17 MARKET ST. AND WENDOVER LANE WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: MICHAEL JOHNSON Groups Printed- ALL VEHICLES ENTRANCE TO DENNYS SOUTHBOUND US 17 MARKET ST. WESTBOUND WENDOVER LANE NORTHBOUND US 17 MARKET ST. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 1 248 0 0 249 3 0 3 0 6 1 177 1 0 179 434 06:15 AM 0 0 0 0 0 0 331 0 0 331 6 0 15 0 21 0 245 1 0 246 598 06:30 AM 1 0 2 0 3 2 364 1 0 367 6 0 9 0 15 2 333 1 0 336 721 06:45 AM 0 0 1 0 1 1 435 0 0 436 6 0 12 0 18 0 413 1 0 414 869 Total 1 0 3 0 4 4 1378 1 0 1383 21 0 39 0 60 3 1168 4 0 1175 2622 07:00 AM 0 0 0 0 0 1 449 0 0 450 8 0 22 0 30 1 383 1 0 385 865 07:15 AM 0 0 2 0 2 10 445 0 0 455 11 0 50 0 61 0 442 4 0 446 964 07:30 AM 0 0 1 0 1 7 484 0 0 491 9 0 50 0 59 0 500 5 0 505 1056 07:45 AM 1 0 2 0 3 10 499 3 0 512 5 0 32 0 37 4 395 11 0 410 962 Total 1 0 5 0 6 28 1877 3 0 1908 33 0 154 0 187 5 1720 21 0 1746 3847 08:00 AM 0 0 0 0 0 15 525 1 0 541 6 0 18 0 24 0 436 5 0 441 1006 08:15 AM 0 0 0 0 0 22 491 2 0 515 3 0 33 0 36 1 530 12 0 543 1094 08:30 AM 0 0 1 0 1 13 527 1 0 541 2 0 26 0 28 0 525 5 0 530 1100 08:45 AM 0 0 0 0 0 16 505 2 0 523 3 0 16 0 19 0 510 9 0 519 1061 Total 0 0 1 0 1 66 2048 6 0 2120 14 0 93 0 107 1 2001 31 0 2033 4261 09:00 AM 2 0 2 0 4 25 423 2 0 450 8 0 17 0 25 2 438 10 0 450 929 09:15 AM 0 0 2 0 2 18 435 0 0 453 6 0 15 0 21 0 445 5 0 450 926 09:30 AM 1 0 5 0 6 15 481 0 0 496 1 0 20 0 21 1 466 6 0 473 996 09:45 AM 0 0 1 0 1 11 465 0 0 476 5 0 11 0 16 0 442 8 0 450 943 Total 3 0 10 0 13 69 1804 2 0 1875 20 0 63 0 83 3 1791 29 0 1823 3794 10:00 AM 1 0 4 0 5 9 460 0 0 469 7 0 10 0 17 1 451 16 0 468 959 10:15 AM 0 0 0 0 0 15 502 0 0 517 5 0 16 0 21 0 465 9 0 474 1012 10:30 AM 0 0 4 0 4 21 531 3 0 555 1 0 26 0 27 2 508 11 0 521 1107 10:45 AM 0 0 0 0 0 10 458 0 0 468 6 0 14 0 20 0 489 15 0 504 992 Total 1 0 8 0 9 55 1951 3 0 2009 19 0 66 0 85 3 1913 51 0 1967 4070 11:00 AM 1 0 1 0 2 14 436 0 0 450 2 0 19 0 21 1 471 26 0 498 971 11:15 AM 0 0 0 0 0 18 455 0 0 473 3 0 22 0 25 0 432 22 0 454 952 11:30 AM 0 0 2 0 2 26 461 2 0 489 8 0 27 0 35 0 443 37 0 480 1006 11:45 AM 0 0 2 0 2 12 498 0 0 510 5 0 15 0 20 0 455 15 0 470 1002 Total 1 0 5 0 6 70 1850 2 0 1922 18 0 83 0 101 1 1801 100 0 1902 3931 12:00 PM 0 0 1 0 1 23 517 2 0 542 2 0 14 0 16 1 427 17 0 445 1004 12:15 PM 0 0 0 0 0 19 502 0 0 521 3 0 25 0 28 0 465 22 0 487 1036 12:30 PM 0 0 6 0 6 33 498 1 0 532 5 0 36 0 41 0 472 30 0 502 1081 12:45 PM 0 0 1 0 1 22 474 0 0 496 4 0 28 0 32 0 432 25 0 457 986 Total 0 0 8 0 8 97 1991 3 0 2091 14 0 103 0 117 1 1796 94 0 1891 4107 01:00 PM 2 0 3 0 5 24 482 0 0 506 5 0 32 0 37 0 421 27 0 448 996 01:15 PM 0 0 0 0 0 15 493 0 0 508 6 0 18 0 24 0 433 19 0 452 984 01:30 PM 0 0 0 0 0 19 516 0 0 535 9 0 21 0 30 1 477 19 0 497 1062 01:45 PM 0 0 0 0 0 11 511 0 0 522 8 0 15 0 23 0 456 16 0 472 1017 Total 2 0 3 0 5 69 2002 0 0 2071 28 0 86 0 114 1 1787 81 0 1869 4059 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 2 Groups Printed- ALL VEHICLES ENTRANCE TO DENNYS SOUTHBOUND US 17 MARKET ST. WESTBOUND WENDOVER LANE NORTHBOUND US 17 MARKET ST. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 1 0 1 19 471 1 0 491 8 0 24 0 32 0 481 20 0 501 1025 02:15 PM 0 0 0 0 0 22 489 0 0 511 6 0 16 0 22 0 489 18 0 507 1040 02:30 PM 1 0 3 0 4 29 440 1 0 470 6 0 27 0 33 1 528 13 0 542 1049 02:45 PM 0 0 0 0 0 25 436 0 0 461 5 0 22 0 27 0 498 11 0 509 997 Total 1 0 4 0 5 95 1836 2 0 1933 25 0 89 0 114 1 1996 62 0 2059 4111 03:00 PM 1 0 2 0 3 23 454 0 0 477 5 0 26 0 31 3 488 22 0 513 1024 03:15 PM 0 0 0 0 0 26 465 0 0 491 4 0 24 0 28 0 492 16 0 508 1027 03:30 PM 0 0 0 0 0 30 493 1 0 524 3 0 15 0 18 0 452 21 0 473 1015 03:45 PM 0 0 0 0 0 25 478 0 0 503 6 0 18 0 24 0 444 19 0 463 990 Total 1 0 2 0 3 104 1890 1 0 1995 18 0 83 0 101 3 1876 78 0 1957 4056 04:00 PM 0 0 0 0 0 12 456 0 0 468 5 0 21 0 26 1 523 19 0 543 1037 04:15 PM 0 0 0 0 0 19 463 0 0 482 3 0 19 0 22 0 489 22 0 511 1015 04:30 PM 0 0 2 0 2 38 458 0 0 496 8 0 26 0 34 1 516 28 0 545 1077 04:45 PM 0 0 0 0 0 26 450 0 0 476 5 0 22 0 27 0 502 25 0 527 1030 Total 0 0 2 0 2 95 1827 0 0 1922 21 0 88 0 109 2 2030 94 0 2126 4159 05:00 PM 2 0 1 0 3 35 440 1 0 476 8 0 28 0 36 1 520 38 0 559 1074 05:15 PM 0 0 0 0 0 24 432 0 0 456 6 0 24 0 30 0 515 21 0 536 1022 05:30 PM 0 0 1 0 1 33 405 1 0 439 3 0 22 0 25 4 526 24 0 554 1019 05:45 PM 0 0 0 0 0 29 418 0 0 447 4 0 20 0 24 0 532 29 0 561 1032 Total 2 0 2 0 4 121 1695 2 0 1818 21 0 94 0 115 5 2093 112 0 2210 4147 06:00 PM 0 0 1 0 1 48 409 0 0 457 8 0 23 0 31 0 464 41 0 505 994 06:15 PM 0 0 0 0 0 32 422 0 0 454 6 0 19 0 25 0 489 32 0 521 1000 06:30 PM 0 0 1 0 1 30 436 0 0 466 7 0 26 0 33 2 469 24 0 495 995 06:45 PM 0 0 0 0 0 25 432 0 0 457 8 0 25 0 33 0 445 25 0 470 960 Total 0 0 2 0 2 135 1699 0 0 1834 29 0 93 0 122 2 1867 122 0 1991 3949 Grand Total 13 0 55 0 68 1008 23848 25 0 24881 281 0 1134 0 1415 31 23839 879 0 24749 51113 Apprch %19.1 0 80.9 0 4.1 95.8 0.1 0 19.9 0 80.1 0 0.1 96.3 3.6 0 Total %0 0 0.1 0 0.1 2 46.7 0 0 48.7 0.5 0 2.2 0 2.8 0.1 46.6 1.7 0 48.4 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 3 ENTRANCE TO DENNYS U S 1 7 M A R K E T S T . U S 1 7 M A R K E T S T . WENDOVER LANE Right 55 Thru 0 Left 13 Peds 0 InOut Total 56 68 124 Ri g h t 25 Th r u 23 8 4 8 Le f t 10 0 8 Pe d s 0 Ou t To t a l In 24 9 8 6 24 8 8 1 49 8 6 7 Left 281 Thru 0 Right 1134 Peds 0 Out TotalIn 1887 1415 3302 Le f t 31 Th r u 23 8 3 9 Ri g h t 87 9 Pe d s 0 To t a l Ou t In 24 1 8 4 24 7 4 9 48 9 3 3 9/1/2021 06:00 AM 9/1/2021 06:45 PM ALL VEHICLES North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 4 ENTRANCE TO DENNYS SOUTHBOUND US 17 MARKET ST. WESTBOUND WENDOVER LANE NORTHBOUND US 17 MARKET ST. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 15 525 1 0 541 6 0 18 0 24 0 436 5 0 441 1006 08:15 AM 0 0 0 0 0 22 491 2 0 515 3 0 33 0 36 1 530 12 0 543 1094 08:30 AM 0 0 1 0 1 13 527 1 0 541 2 0 26 0 28 0 525 5 0 530 1100 08:45 AM 0 0 0 0 0 16 505 2 0 523 3 0 16 0 19 0 510 9 0 519 1061 Total Volume 0 0 1 0 1 66 2048 6 0 2120 14 0 93 0 107 1 2001 31 0 2033 4261 % App. Total 0 0 100 0 3.1 96.6 0.3 0 13.1 0 86.9 0 0 98.4 1.5 0 PHF .000 .000 .250 .000 .250 .750 .972 .750 .000 .980 .583 .000 .705 .000 .743 .250 .944 .646 .000 .936 .968 ENTRANCE TO DENNYS U S 1 7 M A R K E T S T . U S 1 7 M A R K E T S T . WENDOVER LANE Right 1 Thru 0 Left 0 Peds 0 InOut Total 7 1 8 Ri g h t 6 Th r u 20 4 8 Le f t 66 Pe d s 0 Ou t To t a l In 20 9 4 21 2 0 42 1 4 Left 14 Thru 0 Right 93 Peds 0 Out TotalIn 97 107 204 Le f t 1 Th r u 20 0 1 Ri g h t 31 Pe d s 0 To t a l Ou t In 20 6 3 20 3 3 40 9 6 Peak Hour Begins at 08:00 AM ALL VEHICLES Peak Hour Data North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 5 ENTRANCE TO DENNYS SOUTHBOUND US 17 MARKET ST. WESTBOUND WENDOVER LANE NORTHBOUND US 17 MARKET ST. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 2 0 2 38 458 0 0 496 8 0 26 0 34 1 516 28 0 545 1077 04:45 PM 0 0 0 0 0 26 450 0 0 476 5 0 22 0 27 0 502 25 0 527 1030 05:00 PM 2 0 1 0 3 35 440 1 0 476 8 0 28 0 36 1 520 38 0 559 1074 05:15 PM 0 0 0 0 0 24 432 0 0 456 6 0 24 0 30 0 515 21 0 536 1022 Total Volume 2 0 3 0 5 123 1780 1 0 1904 27 0 100 0 127 2 2053 112 0 2167 4203 % App. Total 40 0 60 0 6.5 93.5 0.1 0 21.3 0 78.7 0 0.1 94.7 5.2 0 PHF .250 .000 .375 .000 .417 .809 .972 .250 .000 .960 .844 .000 .893 .000 .882 .500 .987 .737 .000 .969 .976 ENTRANCE TO DENNYS U S 1 7 M A R K E T S T . U S 1 7 M A R K E T S T . WENDOVER LANE Right 3 Thru 0 Left 2 Peds 0 InOut Total 3 5 8 Ri g h t 1 Th r u 17 8 0 Le f t 12 3 Pe d s 0 Ou t To t a l In 21 5 5 19 0 4 40 5 9 Left 27 Thru 0 Right 100 Peds 0 Out TotalIn 235 127 362 Le f t 2 Th r u 20 5 3 Ri g h t 11 2 Pe d s 0 To t a l Ou t In 18 1 0 21 6 7 39 7 7 Peak Hour Begins at 04:30 PM ALL VEHICLES Peak Hour Data North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 6 SOUTHBOUND: ENTRANCE TO DENNYS TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 7 WESTBOUND: US 17 MARKET ST. TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 8 NORTHBOUND: WENDOVER LANE TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 9 EASTBOUND: US 17 MARKET ST. TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 9/1/2021 Page No : 10 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON January 31, 2023 Mr. A. J. Anastopoulo, P.E DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 RE: Approval with conditions of the Traffic Impact Analysis (TIA) for the proposed Market Street Townhome Apartments residential development in New Hanover County, NC Dear Mr. Anastopoulo: The WMPO, NCDOT, and New Hanover County staffs have reviewed the Market Street Townhome Apartments TIA (sealed December 2, 2022) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2024 and will consist of: o ITE Land Use Code 220 – up to 348 DU Multi-family (low-rise) residential The following improvements are required of the developer: US 17 (Market Street) and Hays Lane/Commercial Driveway (Signalized intersection) • No improvements are required. US 17 (Market Street) and Cypress Pond Way (Unsignalized left over) • Install a traffic signal and provide necessary coordination. US 17 (Market Street) and SR 1402 (Porters Neck Road) (Signalized intersection) • No improvements are required. SR 1402 (Porters Neck Road) and Brays Drive/Site Access 2 (Stop-controlled intersection) • No improvements are required. US 17 (Market Street) and Site Access 1 (Stop-controlled right-in/right-out intersection) • Construct a continuous northbound thru-right turn lane on US 17 (Market Street) from ABC store driveway continuing up to the thru-right lane at the intersection of US 17 (Market Street) and Porters Neck Road.