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03MarchPBhttp://www.randolphcountync.gov RANDOLPH COUNTY PLANNING AND DEVELOPMENT 204 E Academy Street, Asheboro NC 27203 (336) 318-6555 RANDOLPH COUNTY PLANNING BOARD AGENDA March 8, 2022 1. Call to Order of the Randolph County Planning Board. 2. Roll call of the Board members:  Reid Pell, Chair;  Wayne Joyce, Vice-Chair;  John Cable;  Keith Slusher;  Kemp Davis;  Melinda Vaughan;  Reggie Beeson;  Barry Bunting, Alternate; and  Brandon Hedrick, Alternate. 3. Consent Agenda:  Approval of agenda for March 8, 2022, Planning Board meeting.  Approval of the minutes from the February 8, 2022, Planning Board meetings. 4. Conflict of Interest  Are there any Conflicts of Interest or ex parte communication that should be disclosed?  If there is a Conflict of Interest, the Board must vote to allow the member with the Conflict of Interest to not participate in the hearing of the specific case where the Conflict of Interest has been identified. 5. Old Business. 6. New Business. SPECIAL USE PERMIT REQUEST #2022-00000324 The Randolph County Planning Board will hold a Quasi-judicial Hearing on the request by UWHARRIE GREEN SCHOOL, INC, Asheboro, NC, and their request to amend an existing Special Use Permit at 5154 US Hwy 220 Bus S, Cedar Grove Township, Tax ID #7658355370, 40.01 acres, RA - Residential Agricultural District. It is the desire of the applicant to obtain a Special Use Permit to specifically allow a high school next to the existing middle school as per the site plan. The Chair or the Clerk to the Board shall administer an oath to all witnesses speaking for or against this Special Use Permit Request per the Randolph County Unified Development Article 600, Section 620 (E). REZONING REQUEST #2022-00000262 The Randolph County Planning Board will hold a Legislative Hearing on the request by TERRY ALAN CROMER, Trinity, NC, and his request to rezone 32.37 acres at 2652 Old Mountain Rd, Trinity Township, Lake Reese Balance Watershed, Tax ID #6795439993 and 6795444389, Secondary Growth Area, from RA - Residential Agricultural District to CVOE-CD - Conventional Subdivision Overlay Exclusive - Conditional District. The proposed Conditional Zoning District would specifically allow a 15 lot site built subdivision as per the site plan. REZONING REQUEST #2022-00000264 The Randolph County Planning Board will hold a Legislative Hearing on the request by LARRY W MCKENZIE, Asheboro, NC, and his request to rezone 15.98 acres at 1382 Grantville Ln, Grant Township, Tax ID #7790494009, Secondary Growth Area, from RA - Residential Agricultural District to CVOE-CD - Conventional Subdivision Overlay Exclusive - Conditional District. The proposed Conditional Zoning District would specifically allow a 6 lot site built subdivision as per the site plan. REZONING REQUEST #2022-00000310 The Randolph County Planning Board will hold a Legislative Hearing on the request by HARDIN II, LLC, Liberty, NC, and their request to amend the Conditional District Permit on 16.70 acres at 2604 Old 421 Rd, Columbia Township, Rocky River Balance Watershed, Tax ID #8735602322, Primary Growth Area, from HC-CD - Highway Commercial - Conditional District to HC-CD - Highway Commercial - Conditional District. The proposed Conditional Zoning District would specifically amend the existing Conditional District Permit to allow two additional mini warehouse storage buildings as per the site plan. REZONING REQUEST #2022-00000312 The Randolph County Planning Board will hold a Legislative Hearing on the request by DAVID BRIAN MOODY, Asheboro, NC, and his request to rezone 3.94 acres at 6995 US Hwy 220 S, Richland Township, Tax ID #7666422421 and 7666426428, Primary Growth Area, from LI - Light Industrial District to HI-CD - Heavy Industrial - Conditional District. The proposed Conditional Zoning District would specifically allow the operation of a power screen to crush concrete and asphalt as per the site plan. 7. Adjournment. Planning Board Minutes February 8, 2022 Page 1 of 4 RANDOLPH COUNTY PLANNING BOARD MINUTES FEBRUARY 8, 2022 The Randolph County Planning Board held its monthly public hearing on February 8, 2022, at the 1909 Historic Courthouse, 145-C Worth St, Asheboro, NC. Chairman Wayne Joyce called the meeting to order at 6:30 p.m. and welcomed those in attendance. Planning Director Jay Dale called the roll of Planning Board members:  Reid Pell, Chair, absent;  Wayne Joyce, Vice-Chair, present;  John Cable, absent;  Keith Slusher, present;  Kemp Davis, present;  Melinda Vaughan, present;  Reggie Beeson, present;  Barry Bunting, present;  Brandon Hedrick, present. County Attorney Ben Morgan was also present for the meeting. Dale informed the Chair that there was a quorum of the Planning Board members present. The Chair called for consideration and approval of the consent agenda.  Approval of agenda for February 8, 2022, Planning Board meeting.  Approval of the minutes from the December 7, 2021, Planning Board meetings. Slusher made the motion to approve the consent agenda as presented, and Beeson made the second to the motion to approve the consent agenda as presented. The Chair, having a proper motion and a second, called the question on approving the consent agenda, and the Planning Board members voted unanimously to approve the consent agenda. The Chair asked if there was any Board member with a conflict of interest. Hearing none, the Planning Board moved on to the business section of the agenda. Dale presented the first case of the night with site plans and pictures of the site. REZONING REQUEST #2022-00000086 Planning Board Minutes February 8, 2022 Page 2 of 4 The Randolph County Planning Board held a Legislative Hearing on the request by DAVID AND AMY KIDD, Trinity, NC, to rezone 0.86 acres at 9045 Hillsville Rd, Trinity Township, Lake Reese Balance Watershed, Tax ID #7726136109, Primary Growth Area, from HC-CD - Highway Commercial - Conditional District to RA - Residential Agricultural District. The Chair opened the public hearing and called for anyone supporting the rezoning request to come forward and speak. Amy Kidd, 7050 Turnpike Rd., Archdale, NC, said she and her husband have rented out the existing home for several years and have now decided to sell the property. She said the current renters could not get a loan on the property because of the commercial zoning, so they would like to request it be changed to residential. Davis asked if she knew the intentions of the potential buyers. Kidd said they would like to continue to live on the property. The Chair asked if anyone else wanted to speak in favor of the request. Hearing none, the Chair asked if anyone would like to speak in opposition to the request. Hearing none, the Chair closed the public hearing for discussion and a decision by the Planning Board members. Davis said he is familiar with the property and sees no reason to oppose the request. Davis made the motion to approve the rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness, and Public Interest statements included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with all agreed-upon revisions, also incorporated into the motion and that the request is consistent with the Randolph County Growth Management Plan. Slusher made a second to the motion to approve the rezoning request. The Chair, having a proper motion and second, called the question on the approval of the rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness, and Public Interest statements included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with all agreed-upon revisions, also incorporated into the motion and that the request is consistent with the Randolph County Growth Management Plan. The Planning Board members voted unanimously to rezone the property. Dale presented the next case on the agenda. REZONING REQUEST #2022-00000087 The Randolph County Planning Board held a Legislative Hearing on the Planning Board Minutes February 8, 2022 Page 3 of 4 request by LIBERTY FARM AND GARDEN SERVICES, LLC, Liberty, NC, to rezone 1.29 acres out of 32.37 acres at 4768 NC Hwy 49 N, Columbia Township, Rocky River Balance Watershed, Tax ID #8735022174, Primary Growth Area, from RA - Residential Agricultural District to HC-CD - Highway Commercial - Conditional District The proposed Conditional Zoning District would specifically allow a hair salon in an existing building as per the site plan. The Chair opened the public hearing and called for anyone supporting the rezoning request to come forward and speak. Travis Pugh, 6422 Goldfield Rd., Liberty, NC, told the Board he would like to use the existing building on the property as a salon for his wife. He said she is currently renting a building in town, and she would like to own instead of rent. Davis asked if the chicken houses were still on the property. Pugh said they currently have cattle on the property, and the chicken houses are used to store hay. Beeson asked if the office for Liberty Farm and Garden was located on this property. Pugh said the office is located across the road on a different piece of property. The Chair asked if anyone else wanted to speak in favor of the request. Hearing none, the Chair asked if anyone would like to speak in opposition to the request. Hearing none, the Chair closed the public hearing for discussion and a decision by the Planning Board members. Slusher said he is familiar with the area, and it is a suitable area for the request, and most of the surrounding properties are already zoned commercial. He said he had not heard anything negative about the property, and no one was in opposition to the request, so he would like to make a motion. Slusher made the motion to approve the rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness, and Public Interest statements included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with all agreed-upon revisions, also incorporated into the motion and that the request is consistent with the Randolph County Growth Management Plan. Vaughan made a second to the motion to approve the rezoning request. The Chair, having a proper motion and second, called the question on the approval of the rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness, and Public Interest statements included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with all agreed-upon revisions, also incorporated into the motion and that the request is consistent with the Randolph County Growth Management Plan. The Planning Board Planning Board Minutes February 8, 2022 Page 4 of 4 members voted unanimously to rezone the property. Having no further business, Davis made the motion for the Planning Board meeting to adjourn. Beeson seconded the motion for the Planning Board meeting to adjourn. The Chair, having a proper motion and second, called the question on adjourning the meeting. The Planning Board members voted unanimously to adjourn the meeting. The meeting adjourned at 6:41 pm, with 3 citizens in attendance. RANDOLPH COUNTY NORTH CAROLINA ________________________ Planning Director __________________________ _______________________________ Clerk to the Board Date March Request Location Map 0 2 4 6 81 Miles Archdale Trinity Randleman Asheboro Seagrove Liberty Staley Ramseur Franklinville /0j2 ?v!"c$ KÃ !"`$ I¤I¤!"`$ KÈ ?k ?ø ?ø ?k ?i ?Å ?Ú ?Ä ?ç ?d ?ø ?ø?d !"a$ !"a$ !"a$ Legend Roads Reservoirs County line Municipal Zoning Moody Hardin Uwharrie Green School McKenzie Cromer CASE SUMMARY FOR SPECIAL USE REQUEST #2022-00000324 The Randolph County Planning Board will hold a Quasi-judicial Hearing on the request by UWHARRIE GREEN SCHOOL, INC, Asheboro, NC, and their request to amend an existing Special Use Permit at 5154 US Hwy 220 Bus S, Cedar Grove Township, Tax ID #7658355370, 40.01 acres, RA - Residential Agricultural District. It is the desire of the applicant to obtain a Special Use Permit to specifically allow a high school next to the existing middle school as per the site plan. ALL WITNESSES FOR SPECIAL USE PERMITS MUST BE SWORN IN BEFORE GIVING TESTIMONY. PARCEL INFORMATION: ZONING INFORMATION: Zoning District 1: RA-RESIDENTIAL AGRICULTURAL DISTRICT Zoning District 2: Zoning District 3: Specialty District: SPECIAL USE PERMIT Watershed Name: NONE Class A Flood Plain On Prop?: NO 3710765800JFlood Plane Map #: Total Permit Fee: $100.00 COMMENTS: The undersigned owner/applicant do hereby make application for a SPECIAL USE PERMIT as required by the Randolph Couty Zoning Ordinance. By making this application the owner/applicants acknowledge that no work may be done pursuant to a Special Use Permit issued by the County Planning Board except in accordance with all conditions that may be imposed by the Board. It is also acknowledged that any restrictions or conditions imposed shall be binding on the owner/applicants and their successors in interest. SPECIAL USE REQUESTED: TO AMEND EXISTING SPECIAL USE PERMIT TO ALLOW A HIGH SCHOOL NEXT TO THE EXISTING MIDDLE SCHOOL AS PER THE SITE PLAN Signature of Applicant: Eric Martin Authorized County Official Applicant: UWHARRIE GREEN SCHOOL INC. City, St. Zip: ASHEBORO, NC 27205 Address: 5154 US HWY 220 BUS S Owner: UWHARRIE GREEN SCHOOL INC Address: 5326 US HWY 220 BUS S City, St. Zip: ASHEBORO, NC 27205 Permit #: 2022-00000324 Parcel #: 7658355370 Date: 02/02/2022 Location Address: 5154 US HWY 220 BUS S ASHEBORO, NC 27205 Permit Type Code: PZ 3 CONTACT NAME:WHEAT, CHRIS Contact Phone:336 707-2758 UWHARRIE GREEN SCHOOL INC6 Acreage: Township:40.0100 04 - CEDAR GROVE Subdivsion: Lot number: SPECIAL USE PERMIT APPLICATION Page: 1 of 1 - LOCAL TELEPHONE NUMBER - Asheboro: (336) 318-6565 - Archdale/Trinity: (336) 819-3565 http://www.randolphcountync.gov COUNTY OF RANDOLPH Department of Planning & Development 204 E Academy St - PO Box 771 - Asheboro NC 27204-0771 SPECIAL USE PERMIT APPLICATION Uwharrie Green School Request Location Map PISGAH C O V E R E D B R I D G E R D LESTER RUSSELL DRPISGAH COVERED BRIDGE RDB O N D U R A N T R D STALE Y SFARMRDUS HWY 220 BUS SI NTERSTATEHWY73/74I NTERSTATEHWY73/741 inch equals 400 feet Directions to site: US Hwy 220 Bus S - Site on (R) approx. 3/10 mile past Staleys Farm Rd at 5154 US Hwy 220 Bus S. !"`$ !"a$ Uwharrrie Charter School Special Use Permit Request !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( DONNA RD B O N D U R A N T R D PISGAH C O V E R E D B R I D G E R D LESTER RUSSELL DRSTALEYSFARMRDUS HWY 220 BUS SI NTERSTATEHWY73/741 inch equals 500 feet Legend Parcels Structures Type !(Permanent Structure !(Temporary Structure Roads Streams WaterBodies Streams 50 ft. Stream buffer County zoning Districts CS LI RA RR Request location Uwharrrie Charter School Special Use Permit Request DONNA RD B O N D U R A N T R D PISGAH C O V E R E D B R I D G E R D LESTER RUSSELL DRSTALEYSFARMRDUS HWY 220 BUS SI NTERSTATEHWY73/741 inch equals 500 feet Legend Parcels Roads Streams WaterBodies Streams 50 ft. Stream buffer Request location TECHNICAL APPENDIX APPENDIX A UWHARRIE CHARTER ACADEMY MIDDLE SCHOOL TIA TRAFFIC ANALYSIS REPORT Uwharrie Charter Academy - Middle School Asheboro, NC PREPARED FOR Hubrich Contracting, Inc c/o Steve Hubrich 7321 Medical Park Drive, Suite 100 Durham, NC 27704 PREPARED BY VHB Engineering NC, PC (C-3705) 4000 WestChase Boulevard, Suite 530 Raleigh, NC 27607 919.829.0328 June 30, 2017 i Executive Summary Project Background Uwharrie Charter Academy – Middle School is proposing to relocate from Lewallen Road to US 220 Business in Asheboro, NC (Figure 1). The charter school is also expanding from 320 students (6th-8th) to 500 students (5th-8th) with an expected build- out year of 2018. Vehicular access to the development is proposed via one access point on US 220 Business and two access points on Pisgah Covered Bridge Road (Figure 1). The following intersections were included in the study area and analyzed for existing and future conditions, where applicable:  US 220 Business and Pisgah Covered Bridge Road (SR 1114) (unsignalized)  US 220 Business and Uwharrie Charter Academy – High School (North) Driveway (unsignalized)  US 220 Business and Uwharrie Charter Academy – High School (South) Driveway (unsignalized)  US 220 Business and US 220 Alternate (unsignalized)  US 220 Business and I-73/74 Northbound Ramps (unsignalized)  US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps (unsignalized)  Dawson Miller Road (SR 1138) and NC 134 (unsignalized)  US 220 Business and Site Access 1 (future unsignalized)  Pisgah Covered Bridge Road (SR 1114) and Site Access 2 (unsignalized)  Pisgah Covered Bridge Road (SR 1114) and Site Access 3 (unsignalized) The analysis was performed under four (4) scenarios: Existing (2017), No-Build (2018), Build (2018), and Build (2018) with Improvements. The Existing (2017) scenario includes AM and school PM peak hour analysis based on turning movement count data collected in May 2017 while area schools were in session. The No-Build (2018) scenario includes existing traffic with a three percent (3%) annual growth rate. The Build (2018) scenario includes No-Build (2018) volumes with the addition of site trips generated by the proposed development and planned roadway geometrics. Future conditions with the recommended improvements in place were analyzed in a Build (2018) with Improvements scenario. ii Existing (2017) Conditions Existing analyses were conducted based on current roadway geometrics and intersection turning movement counts. Based on the Existing (2017) analysis and as reported in the Summary Level of Service (LOS) table on page v, all of the intersections within the study area are operating at acceptable overall levels of service during both the AM and school PM peak hours. No-Build (2018) Conditions For this analysis, an annual growth rate of three percent (3%) was applied to the existing traffic to account for the normal growth between the base year (2017) and the build year (2018). Based on the No-Build (2018) analysis and as reported in the Summary Level of Service (LOS) table on page v, all of the intersections within the study are projected to continue to operate at acceptable levels during both the AM and school PM peak hours. Trip Generation and Assignment The development is proposed to consist of the following land uses:  Non-Urban Charter Middle School – 500 students Trip generation was conducted based on NCDOT’s suggested method of calculation as the ITE Trip Generation Manual recommends collecting local rates for charter school land uses. The NCDOT’s Municipal and School Transportation Assistance Unit (MSTA) has collected data from around North Carolina and developed a spreadsheet Calculator, that estimates traffic volumes and queues (stacking) based on student population. As a result, the proposed development is projected to generate 874 total daily site trips with 507 trips (290 entering, 217 exiting) occurring in the AM peak hour and 337 trips (132 entering, 205 exiting) in the school PM peak hour. The generated site trips were distributed in accordance with the existing turning movement counts and land uses. The MSTA calculator recommends a minimum of 1,100 feet of storage capacity for an average day and 1,430 feet for a high demand day. Build (2018) Conditions The Build (2018) conditions account for both the No-Build (2018) traffic and the site traffic generated by the proposed development. iii Based on the Build (2018) analysis and as reported in the Summary Level of Service (LOS) table on page v, all of the intersections within the study are projected to continue to operate at acceptable levels during both the AM and school PM peak hours. The proposed stop-controlled Site Access Driveways are projected to operate at acceptable levels in both the AM and school PM peak hours. Roadway Improvement Recommendations As indicated in the traffic operations analyses, the proposed development is projected to have minimal impact on the traffic operations of the surrounding roadway network and intersections. Therefore, the following access configurations and improvements should be considered: US 220 Business and Pisgah Covered Bridge Road (SR 1114) (unsignalized) Traffic analyses indicate that the stop-controlled eastbound Green Road approach will operate at LOS C during both the AM and school PM peak hours. However, a right- lane on the eastbound approach is warranted given the number of turning vehicles. Therefore, the following roadway improvement is recommended to improve traffic operations and safety:  Construct an exclusive right-turn lane along eastbound Pisgah Covered Bridge Road that provides at least 100 feet of full storage and an appropriate taper. US 220 Business and Site Access 1 (future unsignalized)  Construct Site Access 1 to provide for one ingress lane and two egress lanes.  Construct an exclusive northbound left-turn lane along US 220 Business that provides at least 200 feet of full storage and an appropriate taper. Pisgah Covered Bridge Road (SR 1114) and Site Access 2 (future unsignalized)  Construct Site Access 2 to provide for one egress lane.  Sign appropriately for Egress only traffic. Pisgah Covered Bridge Road (SR 1114) and Site Access 3 (future unsignalized)  Construct Site Access 3 to provide for one ingress lane.  Sign appropriately for Ingress only traffic. Uwharrie Charter Academy Traffic Management  The bell schedules of Uwharrie Charter Academy – Middle School and Uwharrie Charter Academy – High School should be separated by a minimum of 30 minutes to reduce congestion on US 220 Business and allow parents with siblings in both schools to travel between schools.  Site plan should be designed to provide a minimum of 1,100 feet of storage capacity as recommended by the MSTA Calculator. Current site plan shows 1,900 feet. iv The rest of the study intersections are projected to operate at acceptable levels of service in the Build (2018) scenario. Therefore, no further improvements are recommended. v Summary Level of Service Table LEGEND: X-XX = Worst Approach LOS AMSchoolPMAMSchoolPMAMSchoolPMAMSchoolPMUS 220 Business and Pisgah Covered Bridge Road (SR 1114) Unsignalized (EB-B) (EB-C) (EB-B) (EB-C) (EB-C) (EB-C) (EB-C) (EB-C)US 220 Business and Uwharrie Charter Academy – High School (North) Driveway Unsignalized (NBL-A) (NBL-B) (NBL-A) (NBL-B) (NBL-A) (NBL-B) (NBL-A) (NBL-B)US 220 Business and Uwharrie Charter Academy – High School (South) Driveway Unsignalized (EB-B) (EB-C) (EB-B) (EB-C) (EB-C) (EB-D) (EB-C) (EB-D)US 220 Business and US 220 Alternate Unsignalized (WB-B) (WB-C) (WB-B) (WB-C) (WB-D) (WB-D) (WB-D) (WB-D)US 220 Business and I-73/74 Northbound Ramps Unsignalized (WB-C) (WB-B) (WB-C) (WB-B) (WB-C) (WB-C) (WB-C) (WB-C)US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps Unsignalized (EB-B) (EB-B) (EB-B) (EB-B) (EB-C) (EB-C) (EB-C) (EB-C)Dawson Miller Road and NC 134 Unsignalized (WB-B) (WB-B) (WB-B) (WB-B) (WB-B) (WB-B) (WB-B) (WB-B)US 220 Business and Site Access 1Future Unsignalized- - - - (NB-A) (NB-A) (NB-A) (NB-A)Pisgah Covered Bridge Road (SR 1114) and Site Access 2Future Unsignalized- - - - (NB-B) (NB-B) (NB-B) (NB-B)Pisgah Covered Bridge Road (SR 1114) and Site Access 3Future Unsignalized- - - - (WB-A) (WB-A) (WB-A) (WB-A)IntersectionTraffic ControlExisting (2017)Build (2018) with ImprovementsNo-Build (2018) Build (2018) Uwharrie Charter Academy - Middle Proposed 500 student charter school Figure ES Future (2018) Lane Configurations and Traffic Control Uwharrie Charter Academy - Middle School Asheboro, NC LEGEND Existing Lane Geometrics Recommended Lane Geometrics Recommended Future Stop Controlled Approach Existing Roadway Future Roadway Existing Stop Controlled Approach US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73/74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 SPEEDLIMIT45 SPEEDLIMIT55 SPEEDLIMIT35 100'TWLTL75'50'150'75'150'cont.75'150'100'150'Approximately 625 feetApproximately 450 feetApproximately 300 feetApproximately 700 feetApproximately 450 feetApproximately 1,550 feetApproximately 2,150 feetApproximately 1,250 feetApproximately 375 feet 100'200'STOP vii Table of Contents Introduction ............................................................................................................................ 1 Existing (2017) Conditions ................................................................................................... 4 Existing Roadway Conditions .................................................................................................... 4 Existing Turning Movement Data ............................................................................................... 8 Level of Service Criteria ............................................................................................................. 8 Level of Service Analysis ........................................................................................................... 9 No-Build (2018) Conditions ............................................................................................... 12 Background Growth and Development .................................................................................... 12 Level of Service Analysis ......................................................................................................... 12 Build (2018) Conditions ...................................................................................................... 15 Trip Generation ........................................................................................................................ 15 Traffic Distribution and Assignment ......................................................................................... 15 Site Traffic Flow and Queue .................................................................................................... 16 Level of Service Analysis ......................................................................................................... 19 Findings and Conclusions .................................................................................................. 21 Appendices APPENDIX A: Turning Movement Counts APPENDIX B: Intersection Capacity Analysis APPENDIX C: MSTA Trip Generation viii Tables Table No. Description Page Table 1: Weekday Peak Hour Turning Movement Count Schedule 8 Table 2: Level of Service Description for Intersections 9 Table 3: Existing (2017) LOS Results 10 Table 4: No‐Build (2018) LOS Results 13 Table 5: Trip Generation Rates 15 Table 6: Build (2018) LOS Results 19 Table 7: Summary of LOS Results 23 Figures Figure No. Description Page Figure 1: Vicinity Map 2 Figure 2: Site Plan 3 Figure 3: Existing (2017) Lane Configurations and Traffic Control 7 Figure 4: Existing (2017) AM and School PM Peak Hour Turning Movement Volumes 11 Figure 5: No‐Build (2018) AM and School PM Peak Hour Turning Movement Volumes 14 Figure 6: AM and School PM Peak Hour Directional Distribution Percentages 17 Figure 7: AM and School PM Peak Hour Site Trips 18 Figure 8: Build (2018) AM and School PM Peak Hour Turning Movement Volumes 20 Figure 9: Future (2018) Lane Configurations and Traffic Control 24 1 Introduction Uwharrie Charter Academy – Middle School is proposing to relocate from Lewallen Road to US 220 Business in Asheboro, NC (Figure 1). The charter school is also expanding from 320 students (6th-8th) to 500 students (5th-8th) with an expected build- out year of 2018. Vehicular access to the development is proposed via one access point on US 220 Business and two access points on Pisgah Covered Bridge Road (Figure 1). The following intersections were included in the study area and analyzed for existing and future conditions, where applicable:  US 220 Business and Pisgah Covered Bridge Road (SR 1114) (unsignalized)  US 220 Business and Uwharrie Charter Academy – High School (North) Driveway (unsignalized)  US 220 Business and Uwharrie Charter Academy – High School (South) Driveway (unsignalized)  US 220 Business and US 220 Alternate (unsignalized)  US 220 Business and I-73/74 Northbound Ramps (unsignalized)  US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps (unsignalized)  Dawson Miller Road (SR 1138) and NC 134 (unsignalized)  US 220 Business and Site Access 1 (future unsignalized)  Pisgah Covered Bridge Road (SR 1114) and Site Access 2 (unsignalized)  Pisgah Covered Bridge Road (SR 1114) and Site Access 3 (unsignalized) VHB Engineering NC, P.C. was retained by Hubrich Contracting to analyze the potential traffic impacts of the proposed development and to identify any necessary roadway improvements. This Traffic Impact Analysis (TIA) summarizes trip generation, distribution, traffic assignment, and traffic analyses for the proposed development. 1 !( !( !( !( !( !( !( ^_!(!( !( ¾¾134 £¤220 £¤220 §¨¦73 N assauTrl Sandtrap LnDonna Rd Painter Rd Lester RussellDr P isg a h C o v e re d B rid g e R d PinewoodRdColeMtn R d Staleys Farm Rd DawsonMillerRd NCCGIA ^_Site Location !(Site Access !(Study Intersection Project VicinityScale Prepared by: VHB Date: June 2017I05001,000250Feet Uwharrie Charter AcademyMiddle SchoolRandolph County 4 Existing (2017) Conditions Existing Roadway Conditions This section describes the existing roadways in the vicinity of the proposed development. Average Annual Daily Traffic (AADT) data for the surrounding network of roadway were obtained from the North Carolina Department of Transportation (NCDOT). The most recent AADT counts from the NCDOT are for 2015 on the study area roadways. US 220 Business  US 220 Business is a two-lane roadway with a posted speed limit of 55 miles per hour (mph) just north of Uwharrie Charter Academy High School and 45 mph south along remaining corridor. It will serve as the primary access road for the school.  The land uses along US 220 Business are a mix of institutional, residential and open areas.  According to NCDOT, the 2015 AADT along US 220 Business was 4,700 vehicles per day (vpd) north of US 220 Alternate. Pisgah Covered Bridge Road (SR 1114)  Pisgah Covered Bridge Road is a two-lane roadway with a posted speed limit of 35 mph.  The land uses along Pisgah Covered Bridge Road are a mix of residential and open space within the study area.  According to NCDOT, the 2015 AADT along Pisgah Covered Bridge Road was 1,500 vpd west of I-73/74. US 220 Alternate  US 220 Alternate is a two-lane road with no posted speed limit.  The land use along US 220 Alternate are a mix of residential and open areas.  According to NCDOT, the 2015 AADT along Pisgah Covered Bridge Road was 4,000 vpd north of NC 159. 2 5 NC 134  NC 134 is a two-lane roadway with no posted speed limit.  The land uses along NC 134 are a mix of residential and open space.  According to NCDOT, the 2015 AADT along NC 134 was 4,600 vpd south of Dawson Miller Road. Dawson Miller Road (SR 1138)  Dawson Miller Road is a two-lane roadway with a posted speed of 45 mph.  The land uses along Dawson Miller Road are a mix of residential and open space.  According to NCDOT, the 2015 AADT along Dawson Miller Road was 2,100 vpd south of NC 134. Interstate 73/74  I-73-74 is a four-lane divided freeway with a posted speed of 65 mph and controlled access.  According to NCDOT, the 2015 AADT along I-73-74 was 19,000 vpd south of US 220 Business. Intersection of US 220 Business and Pisgah Covered Bridge Road (SR 1114) Intersection of US 220 Business and Uwharrie Charter Academy – High School (North) Driveway 6 Intersection of US 220 Business and Uwharrie Charter Academy – High School (South) Driveway Intersection of US 220 Business and US 220 Alternate Intersection of US 220 Business and I-73/74 Northbound Ramps Intersection of US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps Intersection of Dawson Miller Road (SR 1138) and NC 134 Uwharrie Charter Academy High School Figure 3 provides a schematic diagram of the existing roadways within the study area including the intersection geometrics and traffic control. Uwharrie Charter Academy - Middle Proposed 500 student charter school Existing Roadway Future Roadway Existing Stop Controlled Approach LEGEND Existing Lane Geometrics Figure 3 Existing (2017) Lane Configurations and Traffic Control Uwharrie Charter Academy - Middle School Asheboro, NC US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73/74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 SPEEDLIMIT45 SPEEDLIMIT55 SPEEDLIMIT35 25'TWLTL75'50'150'75'150'cont.75'150'100'150'Approximately 625 feetApproximately 450 feetApproximately 300 feetApproximately 700 feetApproximately 450 feetApproximately 1,550 feetApproximately 2,150 feetApproximately 1,250 feetApproximately 375 feet NCDOT 2015AADT 4,600 vpd NCDOT 2015 AADT 2,100 vpd NCDOT 2015 AADT 19,000 vpd NCDOT 2015AADT 4,300 vpd NCDOT 2015AADT 4,700 vpd NCDOT 2015AADT 1,500 vpd 8 Existing Turning Movement Data VHB Engineering NC, P.C. collected turning movement counts in May 2017 while local schools were in session. Table 1 summarizes the schedule used to obtain the turning movement data. A detailed summary of the traffic counts can be found in Appendix A. Table 1: Weekday Peak Hour Turning Movement Count Schedule Intersection Time Period Data Collection Date US 220 Business and Pisgah Covered Bridge Road (SR 1114) 7:00 AM – 9:00 AM 2:00 PM – 4:00 PM Thursday May 18, 2017 US 220 Business and Uwharrie Charter Academy – High School (North) Driveway 7:00 AM – 9:00 AM 2:00 PM – 4:00 PM Thursday May 18, 2017 US 220 Business and Uwharrie Charter Academy – High School (South) Driveway 7:00 AM – 9:00 AM 2:00 PM – 4:00 PM Thursday May 18, 2017 US 220 Business and US 220 Alternate 7:00 AM – 9:00 AM 2:00 PM – 4:00 PM Thursday May 18, 2017 US 220 Business and I-73/74 Northbound Ramps 7:00 AM – 9:00 AM 2:00 PM – 4:00 PM Thursday May 18, 2017 US 220 Business/Dawson Miller Road (SR 1138) and I- 73/74 Southbound Ramps 7:00 AM – 9:00 AM 2:00 PM – 4:00 PM Thursday May 18, 2017 Dawson Miller Road and NC 134 7:00 AM – 9:00 AM 2:00 PM – 4:00 PM Thursday May 18, 2017 The existing peak hour turning movement volumes are shown in Figure 4. Level of Service Criteria Peak hour level of service (LOS) measures the adequacy of the intersection geometrics and traffic controls of a particular intersection or approach for the given turning volumes. Levels of service range from A through F, based on the average control delay experienced by vehicles traveling through the intersection during the peak hour. Control delay represents the portion of total delay attributed to traffic control devices (e.g., signals or stop signs). The engineering professional generally accepts LOS D as an acceptable operating condition for signalized intersections in urban areas and LOS C for rural areas. Actual acceptance Levels of Service are unique to each geographical location and subject to criteria established by local reviewing Agencies governing those areas. As unsignalized intersections, LOS E is generally considered acceptable only if the side street encounters the delay. Nevertheless, side streets sometimes function at LOS F 9 during peak traffic periods; however, the traffic volume often does not warrant a traffic signal to assist side street traffic. Table 2 provides a general description of various levels of service categories and delay ranges. Table 2: Level of Service Description for Intersections Level of Service Description Signalized Intersection Unsignalized Intersection A Little or no delay <= 10 sec. <= 10 sec. B Short traffic delay 10‐20 sec. 10‐15 sec. C Average traffic delay 20‐35 sec. 15‐25 sec. D Long traffic delay 35‐55 sec. 25‐35 sec. E Very long traffic delay 55‐80 sec. 35‐50 sec. F Unacceptable delay > 80 sec. > 50 sec. Level of Service Analysis Intersection levels of service analyses were performed for the typical weekday AM and school PM peak hours using Synchro/SimTraffic Version 9. A summary of the findings for the Existing (2017) scenario LOS analysis can be found in Table 3 and the full Synchro/HCS output can be found in Appendix B. As reported in Table 3, all of the intersections within the study area are operating at acceptable overall levels of service during both the AM and school PM peak hours. 10 Table 3: Existing (2017) LOS Results LEGEND: X-XX = Worst Approach LOS AM School PM US 220 Business and Pisgah Covered Bridge Road (SR 1114) Unsignalized (EB-B) (EB-C) US 220 Business and Uwharrie Charter Academy – High School (North) Driveway Unsignalized (NBL-A) (NBL-B) US 220 Business and Uwharrie Charter Academy – High School (South) Driveway Unsignalized (EB-B) (EB-C) US 220 Business and US 220 Alternate Unsignalized (WB-B) (WB-C) US 220 Business and I-73/74 Northbound Ramps Unsignalized (WB-C) (WB-B) US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps Unsignalized (EB-B) (EB-B) Dawson Miller Road and NC 134 Unsignalized (WB-B) (WB-B) Intersection Traffic Control Existing (2017) (80) (296) 123 (97) 123 (97)85 134 0 (0) 0 (0) (126) 78 (126) 78 (100) 67 (0) 0 (0) 0 (26) 11 38 250 00 00 (17) (215) (0) (0) (0) (0) (0) (322) 0 145 (0) 0 (0) 0 0 288 (0) (232) (27) (266) 60 92 258 184 (94) (219) (266) 92 (63) 47 (163) 92 391 (251) (257) (172) 87 62 154 (107) 217 (112) 141 115 (138) (177) (184) (186) 25 (29) 149 155 1 (1) 45 (23) 217 229 (128) (285) (157) (50) 198 21 (142) 72 (0) 0 348 20 (158) 103 (272) (27) (85) (219) 187 106 219 (121) 37 (7) 142 10 (178) (18) XX (XX) Uwharrie Charter Academy - Middle School Asheboro, NC Uwharrie Charter Academy - Middle Proposed 300 student charter school Figure 4 Existing (2017) AM and School PM Peak Hour Turning Movement Volumes Existing Roadway Future Roadway Existing Stop Controlled Approach AM Peak Hour Turning Movement Volume PM Peak Hour Turning Movement Volume LEGEND Turning Movement US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73/74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 12 No-Build (2018) Conditions Background Growth and Development There is no known development in the vicinity projected to be constructed prior to, or at the same time as the build-out of the proposed development. For this analysis, an annual growth rate of three percent (3%) was applied to the existing traffic to account for the normal growth between the base year (2017) and the build year (2018). The No-Build (2018) peak hour volumes are shown in Figure 5. Level of Service Analysis Intersection levels of service analyses were performed for the typical weekday AM and school PM peak hours using Synchro/SimTraffic Version 9. A summary of the findings for the No-Build (2018) scenario LOS analysis can be found in Table 4 and the full Synchro/HCS output can be found in Appendix B. As reported in Table 4, all of the intersections within the study are projected to continue to operate at acceptable levels during both the AM and school PM peak hours. 3 13 Table 4: No‐Build (2018) LOS Results LEGEND: X-XX = Worst Approach LOS AM School PM US 220 Business and Pisgah Covered Bridge Road (SR 1114) Unsignalized (EB-B) (EB-C) US 220 Business and Uwharrie Charter Academy – High School (North) Driveway Unsignalized (NBL-A) (NBL-B) US 220 Business and Uwharrie Charter Academy – High School (South) Driveway Unsignalized (EB-B) (EB-C) US 220 Business and US 220 Alternate Unsignalized (WB-B) (WB-C) US 220 Business and I-73/74 Northbound Ramps Unsignalized (WB-C) (WB-B) US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps Unsignalized (EB-B) (EB-B) Dawson Miller Road and NC 134 Unsignalized (WB-B) (WB-B) No-Build (2018) Intersection Traffic Control (82) (305) 127 ### 127 (100)88 138 0 (0) 0 (0) (130) 80 (130) 80 (103) 69 (0) 0 (0) 0 (27) 11 39 258 00 00 (18) (221) (0) (0) (0) (0) (0) (332) 0 149 (0) 0 (0) 0 0 297 (0) (239) (28) (274) 62 95 266 190 (97) (226) (274) 95 (65) 48 (168) 95 403 (259) (265) (177) 90 64 159 (110) 224 (115) 145 118 (142) (182) (190) (192) 26 (30) 153 160 1 (1) 46 (24) 224 236 (132) (294) (162) (52) 204 22 (146) 74 (0) 0 358 21 (163) 106 (280) (28) (88) (226) 193 109 226 (125) 38 (7) 146 10 (183) (19) XX (XX) Figure 5 No-Build (2018) AM and School PM Peak Hour Turning Movement Volumes Uwharrie Charter Academy - Middle School Asheboro, NC Existing Roadway Future Roadway Existing Stop Controlled Approach AM Peak Hour Turning Movement Volume PM Peak Hour Turning Movement Volume Turning Movement Uwharrie Charter Academy - Middle Proposed 500 student charter school LEGEND US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73/74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 15 Build (2018) Conditions Uwharrie Charter Academy – Middle School is proposing to relocate from Lewallen Road to US 220 Business in Asheboro, NC (Figure 1). The charter school is also expanding from 320 students (6th-8th) to 500 students (5th-8th) with an expected build- out year of 2018. Trip Generation Trip generation was conducted based on NCDOT’s suggested method of calculation as the ITE Trip Generation Manual recommends collecting local rates for charter school land uses. The NCDOT’s Municipal and School Transportation Assistance Unit (MSTA) has collected data from around North Carolina and developed a spreadsheet Calculator, that estimates traffic volumes and queues (stacking) based on student population. The MSTA spreadsheets can be found in Appendix C. As shown in Table 5, the proposed development is projected to generate 874 total daily site trips with 507 trips (290 entering, 217 exiting) occurring in the AM peak hour and 337 trips (132 entering, 205 exiting) in the school PM peak hour. Table 5: Trip Generation Rates Traffic Distribution and Assignment The generated site trips were distributed in accordance with the existing traffic patterns and land uses in the vicinity of the study area as follows: ADT AM Enter AM Exit AM Total 534* Non-Urban Charter School 500 students 844 290 217 507 Total AM Trips 844 290 217 507 ADT PM Enter PM Exit PM Total 534* Non-Urban Charter School 500 students 844 132 205 337 Total School PM Trips 844 132 205 337 * MSTA Calculator, 102816 version AM Peak Hour Total Trips ITE Land Use Code Use Units RATES School PM Peak Hour Total Trips ITE Land Use Code Use Units RATES 4 16  25% to/from US 220 Business to the north  2% to/from Pisgah Covered Bridge Road to the west  20 to/from U S220 Alternate to the south  5% to/from I-73/74 to the south  20% to/from I-73/74 to the north  20% to/from NC 134 to the south  8% to/from Dawson Miller Road to the south The site trip percentages for proposed development are depicted in Figure 6, with the resulting site trips shown in Figure 7. Site Traffic Flow and Queue Traffic Pattern The Student Loading Zone will be located on the northern side of the building just in front of the building. Morning and afternoon carpool traffic operations will follow the same traffic flow. Traffic will enter the school via the Site Access 1 on US 220 Business in a single queue (one line) and proceed the first internal intersection. Traffic will then proceed in a double queue (2 lines) to the Student Loading Zone. At the Student Loading Zone, student(s) will load/unload in a single lane. Carpool traffic will then proceed to Site Access 2 on Pisgah Covered Bridge Road. The MSTA calculator recommends a minimum of 1,100 feet of storage capacity for an average day and 1,430 feet for a high demand day. The site plan has approximately 1,900 feet of single queue storage, an additional 1,000 feet of double queue storage (2,900 feet total), and in extreme circumstances an additional 900 feet of additional storage (3,800 feet total). 25% 2%2%2%2%25% 2%2%2%2%25%25% 2%2%2% 25% 2% 98% 73% 73%2% 25% 2% 98% 27%73% 27%73% 73% 73% 73% 73% 73% 73% 73% 73% 73% 73% 53% 20% 53% 20%20%20% 53% 53% 20% 33%5%5% 20% 33% 48% 48% 28% 5% 28% 5% 20%20% 28% 28% 8% 20% 8% 20%20%20% 8% 8% XX% XX% Existing Roadway Future Roadway Existing Stop Controlled Approach Recommended Future Stop Controlled Approach 8% Exiting Percentage of Site Trips Entering Percentage of Site Trips Figure 6 AM and School PM Peak Hour Directional Distribution Percentages Uwharrie Charter Academy - Middle School Asheboro, NC Turning Movement 25% 2% Uwharrie Charter Academy - Middle Proposed 500 student charter school 20% 20% 5% 20% LEGEND US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73/74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 STOP STOP STOP (0) (33) 4 (5) 6 (0) 2 71 6 (3) 6 (3) 6 (52) 54 (0) 1 (203) 219 4 4 213 (5) (200) (36) (148) 77 159 206 4 (96) (148) 159 210 (96) (148) 159 210 (96) (107) (41) 116 43 59 (26) 151 (70) (40) (67) 14 (7) 43 73 137 (63) (57) (10) 62 11 (26) 56 81 (37) (16) (41) 18 44 58 (26) 23 (11) XX (XX) Figure 7 AM and School PM Peak Site Trips Uwharrie Charter Academy - Middle School Asheboro, NC PM Peak Hour Turning Movement Volume Uwharrie Charter Academy - Middle Proposed 500 student charter school LEGEND Turning Movement Existing Roadway Future Roadway Existing Stop Controlled Approach Recommended Future Stop Controlled Approach AM Peak Hour Turning Movement Volume US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73/74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 STOP STOPSTOP 19 Level of Service Analysis The Build (2018) analysis scenarios include the No-Build (2018) traffic as well as site- generated trips from the proposed development. Figure 8 depicts the turning movement volumes used in the Build (2018) scenario. Intersection levels of service analyses were performed for the typical weekday AM and school PM peak hours using Synchro/SimTraffic Version 9 and Highway Capacity Software (HCS 2010). The signalized intersections were optimized within Synchro as part of the future year analysis. Table 6 summarizes the findings of the LOS analysis, and Appendix B contains the full Synchro/HCS reports of the analyses. As reported in Table 6, all of the intersections within the study are projected to continue to operate at acceptable levels during both the AM and school PM peak hours. The proposed stop-controlled Site Access Driveways are projected to operate at acceptable levels in both the AM and school PM peak hours. Table 6: Build (2018) LOS Results LEGEND: X-XX = Worst Approach LOS AM School PM US 220 Business and Pisgah Covered Bridge Road (SR 1114) Unsignalized (EB-C) (EB-C) US 220 Business and Uwharrie Charter Academy – High School (North) Driveway Unsignalized (NBL-A) (NBL-B) US 220 Business and Uwharrie Charter Academy – High School (South) Driveway Unsignalized (EB-C) (EB-D) US 220 Business and US 220 Alternate Unsignalized (WB-D) (WB-D) US 220 Business and I-73/74 Northbound Ramps Unsignalized (WB-C) (WB-C) US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps Unsignalized (EB-C) (EB-C) Dawson Miller Road and NC 134 Unsignalized (WB-B) (WB-B) US 220 Business and Site Access 1 Future Unsignalized (NB-A) (NB-A) Pisgah Covered Bridge Road (SR 1114) and Site Access 2 Future Unsignalized (NB-B) (NB-B) Pisgah Covered Bridge Road (SR 1114) and Site Access 3 Future Unsignalized (WB-A) (WB-A) Build (2018) Intersection Traffic Control (82) (338) 131 (105) 133 (100) 90 209 6(0) (133) 86 (133) 86 (155) 123 (0) 1 (230) 230 43 258 4 213 (18) (221) (5) (200) (36) (480) 77 308 (0) 0 (0) 0 206 301 (96) (239) (28) (422) 62 254 266 400 (97) (322) (422) 254 (65) 48 (168) 95 613 (355) (372) (218) 206 107 218 (136) 224 (115) 296 118 (212) (182) (230) (259) 40 (37) 196 233 1 (1) 46 (24) 224 373 (132) (357) (219) (62) 266 33 (172) 130 (0) 0 439 21 (163) 106 (317) (28) (104) (267) 211 153 284 (151) 38 (7) 169 10 (194) (19) XX (XX) Figure 8 Build (2018) AM and School PM Peak Hour Turning Movement Volumes Uwharrie Charter Academy - Middle School Asheboro, NC PM Peak Hour Turning Movement Volume Uwharrie Charter Academy - Middle Proposed 500 student charter school LEGEND Turning Movement Existing Roadway Future Roadway Existing Stop Controlled Approach Recommended Future Stop Controlled Approach AM Peak Hour Turning Movement Volume US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73-74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 STOPSTOP STOP 21 Findings and Conclusions As indicated in the traffic operations analyses, the proposed development is projected to have minimal impact on the traffic operations of the surrounding roadway network and intersections. Therefore, the following access configurations and improvements should be considered: US 220 Business and Pisgah Covered Bridge Road (SR 1114) (unsignalized) Traffic analyses indicate that the stop-controlled eastbound Green Road approach will operate at LOS C during both the AM and school PM peak hours. However, a right- lane on the eastbound approach is warranted given the number of turning vehicles. Therefore, the following roadway improvement is recommended to improve traffic operations and safety:  Construct an exclusive right-turn lane along eastbound Pisgah Covered Bridge Road that provides at least 100 feet of full storage and an appropriate taper. US 220 Business and Site Access 1 (future unsignalized)  Construct Site Access 1 to provide for one ingress lane and two egress lanes.  Construct an exclusive northbound left-turn lane along US 220 Business that provides at least 200 feet of full storage and an appropriate taper. Pisgah Covered Bridge Road (SR 1114) and Site Access 2 (future unsignalized)  Construct Site Access 2 to provide for one egress lane.  Sign appropriately for Egress only traffic. Pisgah Covered Bridge Road (SR 1114) and Site Access 3 (future unsignalized)  Construct Site Access 3 to provide for one ingress lane.  Sign appropriately for Ingress only traffic. Uwharrie Charter Academy Traffic Management  The bell schedules of Uwharrie Charter Academy – Middle School and Uwharrie Charter Academy – High School should be separated by a minimum of 30 minutes to reduce congestion on US 220 Business and allow parents with siblings in both schools to travel between schools.  Site plan should be designed to provide a minimum of 1,100 feet of storage 5 22 capacity as recommended by the MSTA Calculator. Current site plan shows 1,900 feet. The rest of the study intersections are projected to operate at acceptable levels of service in the Build (2018) scenario. Therefore, no further improvements are recommended. A summary of LOS results across scenarios are shown in Table 7, and the resulting future lane configurations and traffic control Build (2018) Improved are shown in Figure 9. 23 Table 7: Summary of LOS Results LEGEND: X-XX = Worst Approach LOS AMSchoolPMAMSchoolPMAMSchoolPMAMSchoolPMUS 220 Business and Pisgah Covered Bridge Road (SR 1114) Unsignalized (EB-B) (EB-C) (EB-B) (EB-C) (EB-C) (EB-C) (EB-C) (EB-C)US 220 Business and Uwharrie Academy Charter – High School (North) Driveway Unsignalized (NB-A) (NB-A) (NB-A) (NB-A) (NB-A) (NB-A) (NB-A) (NB-A)US 220 Business and Uwharrie Academy Charter – High School (South) Driveway Unsignalized (EB-B) (EB-C) (EB-B) (EB-C) (EB-C) (EB-D) (EB-C) (EB-D)US 220 Business and US 220 Alternate Unsignalized (WB-B) (WB-C) (WB-B) (WB-C) (WB-D) (WB-D) (WB-D) (WB-D)US 220 Business and I-73/74 Northbound Ramps Unsignalized (WB-C) (WB-B) (WB-C) (WB-B) (WB-C) (WB-C) (WB-C) (WB-C)US 220 Business/Dawson Miller Road (SR 1138) and I-73/74 Southbound Ramps Unsignalized (EB-B) (EB-B) (EB-B) (EB-B) (EB-C) (EB-C) (EB-C) (EB-C)Dawson Miller Road and NC 134 Unsignalized (WB-B) (WB-B) (WB-B) (WB-B) (WB-B) (WB-B) (WB-B) (WB-B)US 220 Business and Site Access 1Future Unsignalized- - - - (NB-A) (NB-A) (NB-A) (NB-A)Pisgah Covered Bridge Road (SR 1114) and Site Access 2Future Unsignalized- - - - (NB-B) (NB-B) (NB-B) (NB-B)Pisgah Covered Bridge Road (SR 1114) and Site Access 3Future Unsignalized- - - - (WB-A) (WB-A) (WB-A) (WB-A)Build (2018) with ImprovementsNo-Build (2018) Build (2018)IntersectionTraffic ControlExisting (2017) Existing Lane Geometrics Uwharrie Charter Academy - Middle Proposed 500 student charter school LEGEND Uwharrie Charter Academy - Middle School Asheboro, NC Recommended Lane Geometrics Recommended Future Stop Controlled Approach Existing Roadway Future Roadway Existing Stop Controlled Approach Figure 9 Future (2018) Lane Configurations and Traffic Control US 220 Business NC 134 SR 1114(Pisgah Covered Bridge Road) SR 1138(Dawson Miller Road) US 220 Business Dawson Miller Road I-73/74 Southbound On-Ramp I-73/74 Southbound Off-Ramp I-73/74 Northbound Off-RampI-73/74 Northbound On-Ramp UCAHS North Driveway UCAHS South Driveway Site Access 3 Site Access 2 US 220 Alternate Site Access 1 SPEEDLIMIT45 SPEEDLIMIT55 SPEEDLIMIT35 100'TWLTL75'50'150'75'150'cont.75'150'100'150'Approximately 625 feetApproximately 450 feetApproximately 300 feetApproximately 700 feetApproximately 450 feetApproximately 1,550 feetApproximately 2,150 feetApproximately 1,250 feetApproximately 375 feet 100'200'STOP MSTA School Traffic CalculationsAM and PM Peak Traffic Estimates(These numbers do not reflect peak hour traffic volumes)School Name:Type: Version: 102816AM PM Avg. PMPM PM AverageCars / Cars / Car At oneTotal Peak QueueStudent Student Length TimeVehicles Vehicles Length30%55.94% 39.15% 22.19 48.67%Pre-K & K43.35% 26.30% 22.00 37.87% 1-10500766132 501100507 3371430 52.91% 47.50% 22.19 46.12%11th 50.08% 47.58% 22.83 55.71%12th Sum >> 500 7 66 132 501100 507 337 1430Pre-K & K loading is usually park and walk330"PM Peak Vehicles" indicates minimumnumber of parking spaces needed. AM Trips Generated PM Trips GeneratedPrivate & Non-Urban Charter data is basedDirection Parents Buses Staff TripsParents Buses StaffTripson few to no buses and uses the same INpercentages for all school types except OUTADT11th and 12th grades which makesadjustments for student drivers. 1-10AM Trips Generated PM Trips GeneratedDirection Parents Buses Staff TripsParents Buses StaffTripsIN 217 7 66 290 132 132OUT 217 217 132 7 66 205507 337844 AM Trips Generated PM Trips GeneratedDirectionParents Buses Staff TripsParents Buses Staff Trips-Average Queue Length does notINinclude an alternative traffic patternOUTrequired for high traffic demand dayswhich is usually 30% additional length.-Average Queue Length does not include the Student Loading Zone.AM Trips Generated PM Trips Generated-Peak traffic volumes at schoolsDirection Parents Buses Staff TripsParents Buses Staff Tripsnormally occur within a 30-minuteINtime period. (justifying a PHF of 0.5)OUTIn 290 In 132Out 217 Out 205Total 507 Total 337 844PM PK-K Trips AM 12 Trips PM 12 TripsAll AM TRIPSAll PM TRIPSAM K-10 Trips PM K-10 TripsNOTESAM 11 Trips PM 11 TripsUwharrie Charter Academy - Middle SchoolMSTA School Queue Input CalculationsGrade LevelStudent PopulationNumber of BusesStaff MembersStudent DriversTotal AM Trips Total PM Trips High Demand LengthPrivate / Non-urban CharterAM Pre-K-K TripsCalculated 6/29/2017 By:_______ APPENDIX B SCOPING INFORMATION NCDOT Traffic Impact Analysis Need Screening / Scoping Request Effective Date:10/01/2017 (Version 17-721)Page 1 of 2 A Traffic Impact Analysis (TIA) may be required for developments based on the site trip generation estimates, site context, or at the discretion of the NCDOT District Engineer. The Applicant or the TIA Consultant shall submit this form along with the site plan to the District Engineer to determine the TIA need and, if a TIA is required, initiate the TIA scoping process. Without an approved scope, the TIA is incomplete and will be rejected until the study is revised to conform to NCDOT’s TIA requirements. Project Name:Uwharrie Charter Academy High School Previous Name:If Applicable Location:Along Pisgah Covered Bridge Road, south*County:Randolph Municipality:Asheboro Project Description:Non-Urban Charter High School with an expected core student population of 800 in grades 9-12. Based on the MSTA School Calculator, this estimates approximately 97 staff and 13** Project Contact:Applicant TIA Consultant Company Name Uwharrie Charter Academy Ramey Kemp Associates Contact Person Casey Harris Joshua Reinke Phone Number 336-610-0818 919-872-5115 Email casey_harris@uwharriecharter.org jreinke@rameykemp.com Mailing Address 5154 Hwy 220 Business South 5808 Faringdon Place Asheboro, NC 27205 Raleigh, NC 27609 Site Plan Prepared By:Clh Site Plan Date:July 2021 See site plan/vicinity map requirements on page 2. Parcel Size:Acre(s)Anticipated Build-Out Year:2023 Weekday Site Trip Generation -Do NOT adjust for mode split, pass-by, internal capture, or diverted trips. ITE LUC Proposed Land Use Size Unit Daily Trips Peak Hour Type AM Peak Hour Trips PM Peak Hour Trips Data SourceEnter Exit Total Enter Exit Total Non-Urban Charter students 422 188 0 188 0 234 234 Other Data** Non-Urban Charter parents 966 279 279 558 204 204 408 Other Data** Non-Urban Charter 97 staff 194 97 0 97 0 97 97 Other Data** Non-Urban Charter 13 bus 26 13 0 13 0 13 13 Other Data** Total 1608 577 279 856 204 548 752 Refer to the current NCDOT Congestion Management Capacity Analysis Guidelines for acceptable trip calculation methods and data sources. **Explain local or other data sources, if used:MSTA School Calculator. ☐ The estimated site trips meet NCDOT’s TIA trip threshold of 3,000 daily trips. ☐ The estimated site trips meet the municipal TIA trip threshold of ☐ This project is located in a known STIP and/ or local CIP project # ☐ This project includes a rezoning request. ☐ The proposed site access is located within 1,000 feet of an interchange. ☐ The Applicant requests for a new or modified control-of-access break. ☐The Applicant requests for a new or modified median break. Joshua Reinke Applicant’s Signature Print Name Date NCDOT Traffic Impact Analysis Need Screening / Scoping Request Effective Date:10/01/2017 (Version 17-721)Page 2 of 2 Site Plan/Vicinity Map Requirement for TIA Need Screening:While the site plan may not be finalized during the TIA scoping stage, the graphic representation of the proposed development shall provide adequate details on the development scope and context. More specifically, the site plan/map shall clearly show the location and type of each access point, spacing to adjacent and opposing driveways or intersections, internal street network, proposed buildings/parcels with their anticipated uses and sizes at full build-out and, if applicable, any nearby interstate, US, NC or Secondary Roads (SR). Project Name:Uwharrie Charter Academy HS Project Reference Number:21396 ☐A TIA is Required by the Local Government.In addition, the study area is expected to include NCDOT maintained transportation facilities. ☒A TIA is Required by NCDOT,per the Policy on Street and Driveway Access to North Carolina Highways. If either or both of the boxes above are checked, the Applicant/TIA Consultant is hereby requested to fill out as much as possible of the following TIA scoping checklist, and return it along with the supporting documents to NCDOT prior to the scoping meeting. ☐A TIA is NOT required. This decision is based on the development information presented above. Changes in the development plan will require re-evaluation of the TIA need, and may necessitate a TIA. The Applicant should inform the District Engineer of any significant changes in a timely fashion to avoid delays or rejections of the driveway permit / encroachment agreement applications. Additional Comments: The TIA need decision is made by the NCDOT Division District on . NCDOT District Representative’s Signature Print Name *of US Highway 220 Business, adjacent to the existing Uwharrie Charter Academy Middle School. ** buses. These values are subject to change following coordination with the school team; however, it is anticipated that this methodology would provideconservative results. Note: A TIA is required by NCDOT based on coordination with NCDOT district staff. The development is anticipated to generate less than 3,000 daily trips which is the typical NCDOT threshold for a TIA. Note: The existing Uwharrie Charter Academy High School currently consists of 400 students and is located within the vicinity of the site, but these students will be relocated to the proposed high school. The existing Uwharrie Charter Academy High School is expected to be converted to an elementary school with a student capacity of 500. Analysis for this converted elementary school maybe considered in a separate study when the use changes. A staggered bell of 10-15 minutes is anticipated between the middle and high school. This is not enough of a stagger to consider any reductions in trips during the peak hours. A staggered bell of 30 minutes or more may be considered/recommended as an improvement if there are issues on or off site. MSTA School Calculator anticipated to provide slightly conservative results. Refer to attached calcs. Email concurrence may be used in lieu of the signature. NCDOT TIA Scoping Checklist Effective Date:10/01/2017 (Version 17-721)Page 1 of 7 Project Name:Uwharrie Academy Charter High School TIA Scoping Date: ☒TIA Need Screening Forms are Attached.Project Reference #:21396 Decision Date: ☒Site Plan and Access ☒ Provide a site plan illustrating site access, internal and external roadways, buildings and land uses. Refer to NCDOT’s Policy on Street and Driveway Access to North Carolina Highways pages 14 and 15 for site plan requirements. ☒Identify site access. New Access On Road Access Type Driveway Spacing Road Name Permitted Movements Traffic Control Distance (ft)Direction Nearest Intersection / Access Access A Access B Access C Access D Access E Access F Access G Access H Existing Access Existing Intersection of Access Proposed Interconnectivity (If Applicable) Road A Road B Modification Connector #Road Connected Adjacent Development Access 1 *UCAMS Drive 1 Connector 1 Access 2 *UCAMS Drive 2 Connector 2 Access 3 US 220 Business UCAMS Drive 3 Connector 3 Access 4 Connector 4 ☐ Additional access clarifications and provisions (e.g., proposed control-of-access or median breaks, modifications of existing access, loading/unloading area access, bike/pedestrian accommodation). ☒Proposed K-12 School Site ☒ NCDOT MSTA School Traffic Calculator for Private School shall be used. ☒ Peak Hour Factors (PHFs) shall be adjusted/weighted for new school trips (0.5 PHF by default). ☒ Internal school circulation analysis is required, and should be submitted in advance or concurrent with the TIA submittal. ☒ Clarify traffic operation plans (e.g. traffic circulation pattern, pedestrian access, drop-off/pick-up zone location and configuration, queue storage area and, if applicable, staggered start times). *Pisgah Covered Bridge Road Note: UCAMS is Uwharrie Charter Academy Middle School Note: This is a non-urban charter school; however the MSTA School Calculator analyzes privates schools and non-urban charter schools the same way. NCDOT TIA Scoping Checklist Effective Date:10/01/2017 (Version 17-721)Page 2 of 7 ☒Trip Generation The TIA Consultant shall prepare trip generation estimates following the current NCDOT Congestion Management Capacity Analysis Guidelines, and submit the calculation sheets and supporting information to the District Engineer for approval prior to capacity analysis. ITE LUC Proposed Land Use Size Unit Daily Trips Peak Hour Type AM Peak Hour Trips PM Peak Hour Trips Data SourceEnter Exit Total Enter Exit Total Non-Urban Charter students 422 188 0 188 0 234 234 Other Data** Non-Urban Charter parents 966 279 279 558 204 204 408 Other Data** Non-Urban Charter 97 staff 194 97 0 97 0 97 97 Other Data** Non-Urban Charter 13 bus 26 13 0 13 0 13 13 Other Data** Unadjusted Site Trips 1608 577 279 856 204 548 752 Internal Capture Trips (Attach Calculation Sheets) Internal Capture % of Unadjusted Site Trips %%% LUC Proposed Land Use Any Internal Trips?Pass-By % of External Trips Not Applicable %%%ITE Rate %%% %%% %%% %%% Pass-By Trips (Attach Calculation Sheets) Adjacent Street Volumes Non-Pass-By Primary Trips Diverted Trips, if Applicable and Justifiable **Explain local or other data sources, if used: ☐ Existing Site Trip Information for Redevelopment Projects (Attach separate sheets as needed) ITE LUC Existing Land Use Size Unit Daily Trips Peak Hour Type AM Peak Hour Trips PM Peak Hour Trips Data SourceEnter Exit Total Enter Exit Total Please Select Please Select Total Existing Site Trips MSTA School Calculator. Number of buses, staff, and student drivers as calculated by the MSTA School Calculator was utilized. For a non-urban charter high school with 800 students, the calculator estimates approximately 97 staff and 13 buses. These values may be subject to change following corrdination with the school; however it is anticipated that this methodology would provide conservative results. NCDOT TIA Scoping Checklist Effective Date:10/01/2017 (Version 17-721)Page 3 of 7 ☐Trip Distribution ☐ Trip distribution diagrams are submitted concurrently with this document (attach separate sheets). ☐ Trip distribution diagrams will be submitted separately, along with supporting information, to the District Engineer for review and approval prior to capacity analysis. The trip distribution shall be based on the current and anticipated traffic patterns, as well as instructions noted below. If required by the District Engineer, the following additional diagrams shall also be submitted: ☐ Mixed-Use Developments (separate diagrams for residential, commercial, and office trips) ☐ Inter-Development Trips (if ‘internal” trips cross public streets) ☐ Pass-By Trips ☐ Diverted Trips ☐ Each Analysis Period ☐Mode Split ☐ Provide Data Source and Justification ☐ Identify proper infrastructure and accommodation for other modes of travel. ☒Analysis Peak Periods: ☒Weekday AM Peak 7:00 -9:00 AM ☐Weekday PM Peak ☐Weekday Midday Peak ☒Weekday PM School Peak 2:00 -4:00 PM ☐Weekend Peak ☐Other Mode AutoPeriod AM Peak % % % PM Peak % % % Daily % % % % % % NCDOT TIA Scoping Checklist Effective Date:10/01/2017 (Version 17-721)Page 4 of 7 ☒Study Area Intersections and Data Collection The study area shall include the site access intersections (both new and existing) identified under “Site Plan and Access” on page 1, as well as the following external and, if applicable, internal intersections. External Intersection Intersection of Traffic Control Intersection Turning Movement Counts NotesRoad A Road B New / Existing Date of Counts Growth Adjustment #1 *US 220 Business 2-Way Stop Use Existing Counts May 2017 3%** #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 Internal Intersection Intersection of Access Type Intersection Spacing Road A Road B Traffic Control Permitted Movements Distance (ft)Direction Nearest Intersection #101 #102 #103 #104 #105 The following data will be collected: ☐ New traffic turning movement counts in ☐ 15-min intervals ☐ 5-min intervals (near schools) Unless otherwise noted above, new traffic counts shall be collected at the existing study intersections during the analysis periods. Weekday counts shall avoid Mondays, Fridays, holidays, school breaks, road closures, and major weather events. ☒To account for the impact of existing and/or proposed school traffic, PHFs will be adjusted for: intersections numbered:1 and access points numbered:1-3 ☐Traffic Forecast Data for TIP: ☐Roadway/Intersection Configuration & Traffic Control ☐Traffic Signal Phasing & Timing Data ☐Crash Data:Period: ☒Other: *Pisgah Covered Bridge Road **Weekday AM peak period (7:00 - 9:00 AM) and school PM peak period (2:00 - 4:00 PM) traffic counts are available from the Uwharrie Charter Academy Middle School TIA performed in 2017. 3% was utilized per the original TIA. NCDOT TIA Scoping Checklist Effective Date:10/01/2017 (Version 17-721)Page 5 of 7 ☒Future Year Conditions ☒Project Build-Out Year:2023 ☒Future Analysis Year(s):2023 ☐ Identify below any funded/committed future transportation improvements, as well as any approved but incomplete developments near the site. Funded STIP / Local CIP Project Project Description Year Complete Nearby Approved Development Location Future Land Use (exclude any completed phases)Committed Improvements ☒Annual Growth Factor:1 % Justification/Data Source:Based on recent AADT data within the vicinity of the site ☐Local Comprehensive Transportation Plan Compliance ☐ Identify Applicable Local Transportation Planning Documents ☐ Identify Applicable Roadways inside the Study Area Road Name Classification Speed Limit Proposed Cross-Section Proposed Right-of-Way Compliance Requirements Affect Study Intersection # Note: Weekday AM peak hour and school PM peak hour traffic counts from the Uwharrie Charter Academy Middle School TIA that was approved by NCDOT were collected in 15 minute intervals. NCDOT TIA Scoping Checklist Effective Date:10/01/2017 (Version 17-721)Page 6 of 7 ☒Study Method The traffic analysis shall follow the current NCDOT Congestion Management Capacity Analysis Guidelines,Policy on Street and Driveway Access to North Carolina Highways, and use the current approved version of analysis software (e.g. Synchro/SimTraffic, HCS, Sidra Intersection, TransModeler). The study shall include the following analysis scenarios for each analysis period. 1.Existing Conditions 2.Future No-Build Conditions (existing + background growth + approved developments + committed or funded improvements) 3.Future Build Conditions (future no-build + site trips) 4.Future Build with Improvements Conditions (future build traffic with improvements to mitigate the proposed development’s impacts) and, if applicable: ☐5. TIP Design Year Analysis ☐6. Alternative Access Scenario (without proposed control-of-access or median break / modification) The following additional analysis/outputs should be provided as warranted: ☐Signal Warrant Analysis for accesses/intersections ☐ Multi-Modal Level of Service Analysis ☒ School Loading Zone Traffic Simulation ☐ Phasing Analysis (scope separately as needed) ☐ Safety/Crash Analysis ☐ Control-of-Access Modification Justification ☐ Median Break / Modification Justification ☐Other ☒Submittals In addition to the hardcopies required below, the TIA Consultant shall provide the District Engineer and, if required, the local government an electronic copy of the study documents, including the latest site plan, figures and appendices, in searchable PDF files and the original traffic analysis files (e.g., Synchro, HCS). To expedite review, the NCDOT electronic submittals shall also be delivered concurrently to: ☒Div. Traffic Engr ☒Regional Traffic Engr ☒Congestion Management ☒Other MSTA Submittals NCDOT Local Government Electronic Hardcopy Electronic Hardcopy Trip Generation & Distribution Required Please Select Draft TIA Report Required Final Sealed TIA Report Required ☐Additional Comments (municipal TIA requirements, approved variations from NCDOT guidelines) A Traffic Management Plan (TMP) will be provided per discussion with MSTA. NCDOT TIA Scoping Checklist Effective Date:10/01/2017 (Version 17-721)Page 7 of 7 Agreement by All Parties The undersigned agree to the contents and methodology described above for completing the required traffic impact analysis for the proposed development identified herein. Any changes to the above methodology contemplated by the Applicant or the TIA Consultant must be submitted to the District Engineer in writing. If approved by NCDOT, then such changes may be accepted for the TIA report. Subsequent revisions to the development plan (e.g. land use, density, site access, or schedule) may require additional scoping and analysis, and may modify the TIA requirements. This agreement shall become effective on the date approved by NCDOT, and shall expire months after the effective date or upon significant changes to the roadway network and/or development assumptions, whichever occurs first. Once expired, renewal or re-scoping will be required for subsequent TIA submittals. APPLICANT Signature Print Name Date TIA CONSULTANT Signature Print Name Date LOCAL GOVERNMENT REPRESENTATIVE (If Applicable) Signature Print Name Date NCDOT DISTRICT REPRESENTATIVE Reviewed and approved by the NCDOT Division District on . Signature Print Name Email concurrence may be used in lieu of the signature. Email concurrence may be used in lieu of the signature. MSTA School Traffic Calculations AM and PM Peak Traffic Estimates (These numbers do not reflect peak hour traffic volumes) School Name: Type:Version:04012021 AM PM Avg.PM PM PM Average Cars /Cars /Car At one Total Peak Queue Student Student Length Time Vehicles Vehicles Length 30% 55.94%39.15%22.19 48.67%Pre-K & K 43.35%26.30%22.00 37.87% 1-10 400 6 53 106 41 902 406 271 1173 52.91%47.50%22.19 46.12%11th 200 4 23 64 70 33 732 234 231 952 50.08%47.58%22.83 55.71%12th 200 3 21 170 28 16 365 217 250 475 Sum >>800 13 97 234 204 90 2000 857 752 2600 Pre-K & K loading is usually park and walk 600 "PM Peak Vehicles" indicates minimum number of parking spaces needed. AM Trips Generated PM Trips Generated Private & Non-Urban Charter data is based Direction Parents Buses Staff Trips Parents Buses Staff Trips on few to no buses and uses the same IN percentages for all school types except OUT ADT 11th and 12th grades which makes adjustments for student drivers. 1-10 AM Trips Generated PM Trips Generated Direction Parents Buses Staff Trips Parents Buses Staff Trips IN 173 6 53 232 106 106 OUT 173 173 106 6 53 165 406 271 677 11th AM Trips Generated PM Trips Generated Direction Parents Buses Staff Student Dvr Trips Parents Buses Staff Student Dvr Trips-Average Queue Lengthdoes not IN 77 4 23 52 156 70 70 include an alternative traffic pattern OUT 77 77 70 4 23 64 161 required for high traffic demand days 234 231 465 which is usually 30% additional length.-Average Queue Lengthdoes not 12th include the Student Loading Zone.AM Trips Generated PM Trips Generated-Peak traffic volumes at schools Direction Parents Buses Staff Student Dvr Trips Parents Buses Staff Student Dvr Trips normally occur within a 30-minute IN 29 3 21 136 189 28 28 time period. (justifying a PHF of 0.5)OUT 29 29 28 3 21 170 222 217 250 467 In 577 In 204 Out 279 Out 548 Total 857 Total 752 1609 NOTES AM 11 Trips PM 11 Trips Uwharrie Charter High School MSTA School Queue Input Calculations Grade Level Student Population Number of Buses Staff Members Student Drivers Total AM Trips Total PM Trips High Demand Length Private / Non-urban Charter AM Pre-K-K Trips PM PK-K Trips AM 12 Trips PM 12 Trips All AM TRIPS All PM TRIPS AM K-10 Trips PM K-10 Trips Calculated 8/27/2021 By:_______ Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale N LEGEND Proposed Site Location Study Intersection Study Area Site Location Map PROPOSED SITE Pisgah Covered Bridge Road 220 BUS MS Drive 3 MS Drive 2 MS Drive 1 Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale N Pisgah Covered Bridge Road 220 BUS MS Drive 1MSDrive 3MSDrive 22021 Existing Lane Configurations SPEEDLIMIT 55 150'FULL Unsignalized Intersection Existing Lane X'Storage (In Feet) SPEED LIMITXX Posted Speed Limit LEGEND 200'FULL 100' ~350 feet ~1,250 feet ~ 2,050 feet Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale N Pisgah Covered Bridge Road 220 BUS MS Drive 1MSDrive 3MSDrive 22021 Existing Peak Hour Traffic Unsignalized Intersection Weekday AM / School PM Peak Hour TrafficX / Y LEGEND 98/90222/36647/19281/242129/165231/232 145/1090/0 4/5213/200147/1970/0 143/1146/0 147/1971/0 77/36376/562206/96328/2610/0 0/00/00/0 Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale SITE N XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution Unsignalized Intersection X% (Y%) LEGEND N Pisgah Covered Bridge Road 220 BUS MS Drive 1MSDrive 3MSDrive 2 Site Trip Distribution - Parents 25% 70% 5%25%(25%)5%(70%) 5%(5%)(95%)(5%) 5%30%(70%)70% Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale SITE N XX% Entering Trip Distribution Exiting Trip Distribution Regional Trip Distribution Unsignalized Intersection X% (Y%) LEGEND N Pisgah Covered Bridge Road 220 BUS MS Drive 1MSDrive 3MSDrive 2 Site Trip Distribution - Bus/Staff/Students 25% 70% 5%25%(25%)(70%) 95%(5%)(95%)5%(70%)70%95% (95%)70% (240) STUDENT SPACES NEW TRADES BUILDING LEARNING COURTYARD BUS LOADING DINING PATIO (16) STAFF SPACES (15) VISITOR SPACES CAR LOADING EXISTING NATURE TRAIL PROPOSED NATURE TRAIL PROPOSED NATURE TRAIL COVERED SPACE SERVICE AREA NEW HIGH SCHOOL PARENT QUEUE (DOUBLE STACK) (56) STAFF SPACES FUTURE EXPANSION GATE STUDENT DRIVE / FIRE LANE STUDENT , STAFF, BUS, AND SERVICE ENTRY/EXIT PARENT, STAFF, AND VISITOR ENTRY PARENT, STAFF, AND VISITOR EXIT 60 STUDENT SPACES LOADING DOCK (12) BUS SPACES HWY 73/74/220ALT. HWY 220PISGAH C O V E R E D B RI D G E R O A D July, 2021 Uwharrie Charter Academy - High School Asheboro, NC Schematic Design Concept Plan Overall Site Layout September 1, 2021 Car Pool Access Bus Access Student Access Updated Site Layout September 1, 2021 LEGEND Wetlands 1 Mary Lynn Smith From:Pate, Mickey <mpate1@ncdot.gov> Sent:Tuesday, August 31, 2021 4:00 PM To:Mary Lynn Smith Cc:Monroe, Roosevelt J; Bunting, Clarence B; Germiller, Tammy A; Joshua Reinke Subject:RE: [External] RE: Uwharrie Academy Charter High School Scoping comments Attachments:NCDOT TIA Checklist - Uwharrie Academy Charter High School 8.27.pdf Mary, We have no further comments. Please proceed with the TIA per latest response and revisions . If you have any questions, please feel free to contact me or this office. Thanks, Mickey Pate Assistant District Supervisor Division 8 - District 1 (336)-318-4005 Direct (336)-318-4000 Main Office mpate1@ncdot.gov 300 DOT Drive Asheboro, NC 27205 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Germiller, Tammy A <tgermiller@ncdot.gov> Sent: Tuesday, August 31, 2021 8:45 AM To: Pate, Mickey <mpate1@ncdot.gov> Cc: Germiller, Tammy A <tgermiller@ncdot.gov>; Monroe, Roosevelt J <rjmonroe@ncdot.gov>; Bunting, Clarence B <cbunting@ncdot.gov> Subject: FW: [External] RE: Uwharrie Academy Charter High School Scoping comments Mickey, I have no further comments on this scope and neither does Congestion Management. I am okay with moving forward to the TIA if you are. Tammy A. Germiller Municipal & School Transportation Assistance Project Engineer Divisions 3,4,7,8,10,11 & 14 Traffic Management Unit North Carolina Department of Transportation 919 814 5054 office tgermiller@ncdot.gov 750 North Greenfield Parkway, Garner 1561 Mail Service Center Raleigh, NC 27699-1561 2 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. _____________________________________________________________ www.ncdot.gov/~msta From: Mary Lynn Smith <msmith@rameykemp.com> Sent: Monday, August 30, 2021 11:01 AM To: Pate, Mickey <mpate1@ncdot.gov>; Germiller, Tammy A <tgermiller@ncdot.gov> Cc: Monroe, Roosevelt J <rjmonroe@ncdot.gov>; Joshua Reinke <jreinke@rameykemp.com>; Bunting, Clarence B <cbunting@ncdot.gov>; Ishak, Doumit Y <dishak@ncdot.gov> Subject: [External] RE: Uwharrie Academy Charter High School Scoping comments CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good morning, Thank you, Mickey and Tammy! We have addressed the comments and have attached the updated NCDOT checklist. Below are responses from the site civil team on the comments for the site plan:  Is this the alternate site plan that was shown at the pre-scoping meeting?Yes. This is the most updated version of the site plan as of 7/28/21.  Trades building shows expansion. When? How many?Expansion is for program elements, but the student population will not increase. The expansion timeline is currently unknown.  Loading zone area appears “tight”. Is there separation for those students going to Trades building versus High School? Will this affect the queue?There will only be two loading zones; parent dropoff and bus dropoff. Students will be dropped at the loading zone.  Fire lane is labeled as Student Drive/Fire lane. How can it be student drive if it does not connect to the student parking lot? It is blocked by a dining patio. Parent path crosses in front of student driver path. It is always best to separate out different modes. Can the back fire lane be connected?The student drive / fire lane connects to the parking lot around the back of the school through the area labeled “Service Area”. The dining patio is up against the building and does not block access. The service area / turnaround is shown as heavy duty concrete pavement as opposed to asphalt. There is no loading dock at the main building, so this area is simply a pull-off for service vehicles where they could park a truck and cart items into the building and then turn around. Parents are completely separated from student drivers.  Bus lot appears to have tight turning radiuses. Make sure radii are applicable for large vehicles. Appropriate radii will be provided.  Short term visitor parking spaces are not after loading zone as per standards, they are in the loading zone. Short-term spaces will be positioned to avoid conflict with the loading zone. Also, we wanted to let you know that the high school counts (2017) from the middle school TIA showed the MSTA School Calculator to be slightly higher, so we included the MSTA School Calculator for the trip generation methodology to be conservative and account for a high demand day. We have attached the existing count calculations and the MSTA School Calculator to the NCDOT checklist for reference. Also, since the original TIA for the middle school used a 3% growth rate and since we are growing the build volumes from that TIA for our existing volumes, we maintained the 3% annually compounded growth rate to get to existing conditions and then dropped the growth rate to 1% compounded annually to determine future traffic volumes beyond 20021 existing volumes per the below MSTA comment. 3 Please let us know if you have any other questions. Thank you and hope you all had a great weekend! — Mary Lynn Smith Traffic Engineering Associate T 919 872 5115 | D 919 872 0642 Upcoming Out of Office: September 3rd – 7th From: Pate, Mickey <mpate1@ncdot.gov> Sent: Thursday, August 19, 2021 5:24 PM To: Mary Lynn Smith <msmith@rameykemp.com>; Joshua Reinke <jreinke@rameykemp.com> Cc: Monroe, Roosevelt J <rjmonroe@ncdot.gov>; Germiller, Tammy A <tgermiller@ncdot.gov>; Bunting, Clarence B <cbunting@ncdot.gov>; Ishak, Doumit Y <dishak@ncdot.gov> Subject: FW: Uwharrie Academy Charter High School Scoping comments Good afternoon, Please see MSTA Engineer’s comments in email response below concerning the submitted TIA checklist. The District Office does not have any additional comments. Please respond to comments/questions and amend the TIA checklist as needed. If you have any questions or concerns, please feel free to contact this office. Thanks, Mickey Pate Assistant District Supervisor Division 8 - District 1 (336)-318-4005 Direct (336)-318-4000 Main Office mpate1@ncdot.gov 300 DOT Drive Asheboro, NC 27205 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Germiller, Tammy A <tgermiller@ncdot.gov> Sent: Wednesday, August 18, 2021 12:50 PM To: Monroe, Roosevelt J <rjmonroe@ncdot.gov> Cc: Germiller, Tammy A <tgermiller@ncdot.gov>; Pate, Mickey <mpate1@ncdot.gov>; Britt, Jennifer L <jlbritt@ncdot.gov>; Bunting, Clarence B <cbunting@ncdot.gov>; Ishak, Doumit Y <dishak@ncdot.gov> Subject: Uwharrie Academy Charter High School Scoping comments Replying back just to the District…. 4 The Municipal and School Transportation Assistance (MSTA) group and the Congestion Management Section (CMS) have reviewed the scoping for the Uwharrie Charter Academy High School in Randolph County – Division 8 and have provided the following comments: MSTA  Staggering of the bells is not mentioned in scope between the Middle and the High School. Must be staggered by a minimum of 45 minutes and enforced, or a 25% overlap will be needed. Sorry if I did not make this clear previously.  Growth of 3% still seems high for this location despite justification (page 5 of 7).  A Traffic Management Plan (TMP) will be needed. It should include the following but not be limited to. o Parents MUST not all come in at the same time as this will completely gridlock the roadway networks. For the stagger, is necessary for the school to let this be known to the parents and enforce. This is for both schools. o Older child should meet the younger child for a one stop pickup for parents or younger child brought to meet older. (This is from HS to middle) o Directions for student drivers to arrive before parent queue. Also which entrance they should use and where they should park. o Staff should arrive 30 minutes prior to the earliest bell.  Study method (page 6 of 7) Check School Loading Zone Traffic Simulation.  Submittals (page 6 of 7) check all of them. In Other, check and add MSTA.  Site Distribution stick drawing. o With Asheboro to the north, would a 70% right turning south from Mt. Pisgah be accurate? As well as 25% coming from the north on US 220Bus? AM/PM? MSTA Calculator  Page 1 of 7. Use of the calculator. As local data is more accurate, didn’t we discuss using the High School numbers from the middle school Analysis and proportion them? Or were you just using calculator values to derive staff and buses?  Or, why not count existing High school this fall if we do not have numbers to use?  Use the calculator as a comparison to above. Site Plan  Is this the alternate site plan that was shown at the pre-scoping meeting?  Trades building shows expansion. When? How many?  Loading zone area appears “tight”. Is there separation for those students going to Trades building versus High School? Will this affect the queue?  Fire lane is labeled as Student Drive/Fire lane. How can it be student drive if it does not connect to the student parking lot? It is blocked by a dining patio. Parent path crosses in front of student driver path. It is always best to separate out different modes. Can the back fire lane be connected?  Bus lot appears to have tight turning radiuses. Make sure radii are applicable for large vehicles.  Short term visitor parking spaces are not after loading zone as per standards, they are in the loading zone. CMS (Clarence Bunting)  No additional comments Tammy A. Germiller Municipal & School Transportation Assistance Project Engineer Divisions 3,4,7,8,10,11 & 14 Traffic Management Unit North Carolina Department of Transportation 919 814 5054 office tgermiller@ncdot.gov 750 North Greenfield Parkway, Garner 5 1561 Mail Service Center Raleigh, NC 27699-1561 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. _____________________________________________________________ www.ncdot.gov/~msta Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. APPENDIX C COUNT DATA File Name : DawsonMiller@NC134 Site Code : Start Date : 5/18/2017 Page No : 1 Groups Printed- Passenger Vehicles - Single Unit - TTST - Bicycles on Crosswalk - Pedestrians Dawson Miller Road Southbound NC 134 Westbound Dawson Miller Road Northbound No Approach Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 20 29 0 0 6 0 43 0 020 1 0 000 0 0 119 119 07:15 AM 21 57 0 0 11 0 58 0 045 0 0 000 0 0 192 192 07:30 AM 32 68 0 0 12 0 65 0 041 5 0 000 0 0 223 22307:45 AM 33 33 0 0 8 0 53 0 036 4 0 000 0 0 167 167 Total 106 187 0 0 37 0 219 0 0 142 10 0 0 0 0 0 0 701 701 08:00 AM 24 12 0 0 2 0 39 0 019 6 0 000 0 0 102 102 08:15 AM 32 5 0 0 1 0 47 0 018 1 0 000 0 0 104 104 08:30 AM 34 10 0 0 0 0 38 0 014 1 0 000 0 09797 08:45 AM 29 11 0 0 1 0 33 0 011 2 0 000 0 08787Total119380 0 4 0 157 0 0 62 10 0 0 0 0 0 0 390 390 *** BREAK *** 02:00 PM 26 8 0 0 1 0 28 0 014 0 0 000 0 07777 02:15 PM 30 15 0 0 2 0 29 0 011 3 0 000 0 09090 02:30 PM 35 21 0 0 4 0 35 0 082 0 000 0 0 105 10502:45 PM 32 36 0 0 4 0 28 0 012 3 0 000 0 0 115 115 Total 123 80 0 0 11 0 120 0 0 45 8 0 0 0 0 0 0 387 387 03:00 PM 49 19 0 0 3 0 27 0 057 6 0 000 0 0 161 161 03:15 PM 62 32 0 0 1 0 35 0 070 4 0 000 0 0 204 204 03:30 PM 58 17 0 0 2 0 25 0 027 2 0 000 0 0 131 131 03:45 PM 50 17 0 0 1 0 34 0 024 6 0 000 0 0 132 132 Total 219 85 0 0 7 0 121 0 0 178 18 0 0 0 0 0 0 628 628 Grand Total 567 390 0 0 59 0 617 0 0 427 46 0 000 0 0 2106 2106 Apprch %59.2 40.8 0 8.7 0 91.3 090.3 9.7 000 Total %26.9 18.5 0 2.8 0 29.3 020.3 2.2 000 0 100 Passenger Vehicles 518 378 0 56 0 569 0 413 39 0 0 0 0 0 1973 % Passenger Vehicles 91.4 96.9 0 0 94.9 0 92.2 0 0 96.7 84.8 0 0000 0093.7 Single Unit 18 9 0 3 0 17 0 12 7 0 0 0 0 0 66 % Single Unit 3.22.3005.1 0 2.8 0 0 2.8 15.2 0 0000 003.1TTST3130 0 0 31 0 2 0 0 0 0 0 0 67 % TTST 5.50.800005000.5000000 003.2 Bicycles on Crosswalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles on Crosswalk 0000000000000000 000 Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Pedestrians 0000000000000000 000 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : DawsonMiller@NC134 Site Code : Start Date : 5/18/2017 Page No : 2 Dawson Miller Road Southbound NC 134 Westbound Dawson Miller Road Northbound No Approach Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right 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 07:00 AM 07:00 AM 20 29 0 49 6 0 43 49 020 1 21 000 0119 07:15 AM 21 57 0 78 11 0 58 69 045 0 45 000 0192 07:30 AM 32 68 0 100 12 0 65 77 041 5 46 000 0223 07:45 AM 33 33 0 66 8 0 53 61 036 4 40 000 0167 Total Volume 106 187 0 293 37 0 219 256 0 142 10 152 0 0 0 0 701% App. Total 36.2 63.8 0 14.5 0 85.5 0 93.4 6.6 0 0 0 PHF .803 .688 .000 .733 .771 .000 .842 .831 .000 .789 .500 .826 .000 .000 .000 .000 .786 Passenger Vehicles 90 182 0 272 36 0 210 246 0 141 10 151 000 0669 % Passenger Vehicles 84.9 97.3 0 92.8 97.3 0 95.9 96.1 0 99.3 100 99.3 000 095.4 Single Unit 650 11104 5010 1000 0 17 % Single Unit 5.7 2.7 0 3.8 2.7 0 1.8 2.0 0 0.7 0 0.7 000 02.4 TTST 10 0 0 10 005 5000 0000 0 15% TTST 9.4 0 0 3.4 002.32.0000 0000 02.1 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 Dawson Miller Road No Approach NC 134 Dawson Miller Road Right 0 0 0 0 0 0 Thru 182 5 0 0 0 187 Left 90 6 10 0 0 106 InOut Total351 272 623 5 11 16 5 10 15 0 0 0 0 0 0 361 654 293 Right210 4 5 0 0 219 Thru0 0 0 0 0 0 Left36 1 0 0 0 37 OutTotalIn100 246 346 6 5 11 10 5 15 0 0 0 0 0 0 116 372 256 Left0 0 0 0 0 0 Thru141 1 0 0 0 142 Right10 0 0 0 0 10 Out TotalIn 218 151 369 6 1 7 0 0 0 0 0 0 0 0 0 224 376 152 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Begins at 07:00 AM Passenger VehiclesSingle UnitTTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : DawsonMiller@NC134 Site Code : Start Date : 5/18/2017 Page No : 3 Dawson Miller Road Southbound NC 134 Westbound Dawson Miller Road Northbound No Approach Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 49 19 0 68 3 0 27 30 057 6 63 000 0161 03:15 PM 62 32 0 94 1 0 35 36 070 4 74 000 0204 03:30 PM 58 17 0 75 2 0 25 27 027 2 29 000 0131 03:45 PM 50 17 0 67 1 0 34 35 024 6 30 000 0132 Total Volume 219 85 0 304 7 0 121 128 0 178 18 196 0 0 0 0 628% App. Total 72 28 0 5.5 0 94.5 0 90.8 9.2 0 0 0 PHF .883 .664 .000 .809 .583 .000 .864 .889 .000 .636 .750 .662 .000 .000 .000 .000 .770 Passenger Vehicles 209 82 0 291 6 0 109 115 0 172 15 187 000 0593 % Passenger Vehicles 95.4 96.5 0 95.7 85.7 0 90.1 89.8 0 96.6 83.3 95.4 000 094.4 Single Unit 420 6105 6053 8000 0 20 % Single Unit 1.8 2.4 0 2.0 14.3 0 4.1 4.7 0 2.8 16.7 4.1 000 03.2 TTST 610 7007 7010 1000 0 15% TTST 2.7 1.2 0 2.3 005.85.50 0.6 0 0.5 000 02.4 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 Dawson Miller Road No Approach NC 134 Dawson Miller Road Right 0 0 0 0 0 0 Thru 82 2 1 0 0 85 Left 209 4 6 0 0 219 InOut Total281 291 572 10 6 16 8 7 15 0 0 0 0 0 0 299 603 304 Right109 5 7 0 0 121 Thru0 0 0 0 0 0 Left6 1 0 0 0 7 OutTotalIn224 115 339 7 6 13 6 7 13 0 0 0 0 0 0 237 365 128 Left0 0 0 0 0 0 Thru172 5 1 0 0 178 Right15 3 0 0 0 18 Out TotalIn 88 187 275 3 8 11 1 1 2 0 0 0 0 0 0 92 288 196 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Begins at 03:00 PM Passenger VehiclesSingle UnitTTSTBicycles on Crosswalk Pedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@I-73-74NBRamps Site Code : Start Date : 5/18/2017 Page No : 1 Groups Printed- Passenger Vehicles - Single Unit - TTST - Bicycles on Crosswalk - Pedestrians US 220 Business Southbound I-73/74 Northbound Off- Ramp Westbound US 220 Business Northbound I-73/74 Northbound On- Ramp Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 02921 0 10 0 11 0 43 22 0 0 000 0 0 136 13607:15 AM 05135 0 1208 0 52 56 0 0 000 0 0 214 214 07:30 AM 06031 0 2218 0 71 52 0 0 000 0 0 245 245 07:45 AM 02749 0 1006 0 59 63 0 0 000 0 0 214 214 Total 0 167 136 0 54 1 33 0 225 193 0 0 0 0 0 0 0 809 809 08:00 AM 01734 0 103 0 35 58 0 0 000 0 0 148 148 08:15 AM 01322 0 209 0 48 59 0 0 000 0 0 153 15308:30 AM 01535 0 4 0 11 0 26 95 0 0 000 0 0 186 186 08:45 AM 01843 0 509 0 24 81 0 0 000 0 0 180 180 Total 0 63 134 0 12 0 32 0 133 293 0 0 0 0 0 0 0 667 667 *** BREAK *** 02:00 PM 01315 0 404 0 26 28 0 0 000 0 0909002:15 PM 02519 0 103 0 26 25 0 0 000 0 09999 02:30 PM 02814 0 209 0 21 37 0 0 000 0 0 111 111 02:45 PM 04532 0 604 0 21 37 0 0 000 0 0 145 145 Total 0 111 80 0 13 0 20 0 94 127 0 0 0 0 0 0 0 445 445 03:00 PM 03422 0 5 0 10 0 27 102 0 0 000 0 0 200 200 03:15 PM 06695 0 807 0 39 97 0 0 000 0 0 312 31203:30 PM 05233 0 406 0 26 39 0 0 000 0 0 160 160 03:45 PM 03434 0 616 0 36 47 0 0 000 0 0 164 164 Total 0 186 184 0 23 1 29 0 128 285 0 0 0 0 0 0 0 836 836 Grand Total 0 527 534 0 102 2 114 0 580 898 0 0 000 0 0 2757 2757 Apprch %0 49.7 50.3 46.8 0.9 52.3 39.2 60.8 0 000 Total %0 19.1 19.4 3.7 0.1 4.1 21 32.6 0 000 0 100 Passenger Vehicles 0 494 513 102 2 108 528 857 0 0 0 0 0 0 2604 % Passenger Vehicles 0 93.7 96.1 0 100 100 94.7 0 9195.4000000 0094.5 Single Unit 0 17 14 0 0 1 21 29 0 0 0 0 0 0 82 % Single Unit 03.22.6 0 000.903.63.2000000 003 TTST 0 16 7 0 0 5 31 12 0 0 0 0 0 0 71 % TTST 031.30004.405.31.3000000 002.6 Bicycles on Crosswalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles on Crosswalk 0000000000000000 000 Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Pedestrians 0000000000000000 000 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@I-73-74NBRamps Site Code : Start Date : 5/18/2017 Page No : 2 US 220 Business Southbound I-73/74 Northbound Off-Ramp Westbound US 220 Business Northbound I-73/74 Northbound On-Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right 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 05135 8612 0 8 20 52 56 0 108 000 0214 07:30 AM 06031 9122 1 8 31 71 52 0 123 000 0245 07:45 AM 02749 7610 0 6 16 59 63 0 122 000 0214 08:00 AM 01734 51 103 435 58 0 93 000 0148 Total Volume 0 155 149 304 45 1 25 71 217 229 0 446 0 0 0 0 821% App. Total 0 51 49 63.4 1.4 35.2 48.7 51.3 0 0 0 0 PHF .000 .646 .760 .835 .511 .250 .781 .573 .764 .909 .000 .907 .000 .000 .000 .000 .838 Passenger Vehicles 0 141 147 288 45 1 23 69 211 220 0 431 000 0788 % Passenger Vehicles 0 91.0 98.7 94.7 100 100 92.0 97.2 97.2 96.1 0 96.6 000 096.0 Single Unit 061 7000 0370 10000 0 17 % Single Unit 0 3.9 0.7 2.3 000 01.4 3.1 0 2.2 000 02.1 TTST 081 9002 2320 5000 0 16% TTST 0 5.2 0.7 3.0 008.02.81.4 0.9 0 1.1 000 01.9 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business I-73/74 Northbound On-Ramp I-73/74 Northbound Off-Ramp US 220 Business Right 147 1 1 0 0 149 Thru 141 6 8 0 0 155 Left 0 0 0 0 0 0 InOut Total243 288 531 7 7 14 4 9 13 0 0 0 0 0 0 254 558 304 Right23 0 2 0 0 25 Thru1 0 0 0 0 1 Left45 0 0 0 0 45 OutTotalIn0 69 69 0 0 0 0 2 2 0 0 0 0 0 0 0 71 71 Left211 3 3 0 0 217 Thru220 7 2 0 0 229 Right0 0 0 0 0 0 Out TotalIn 186 431 617 6 10 16 8 5 13 0 0 0 0 0 0 200 646 446 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn359 0 359 4 0 4 4 0 4 0 0 0 0 0 0 367 367 0 Peak Hour Begins at 07:15 AM Passenger VehiclesSingle UnitTTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@I-73-74NBRamps Site Code : Start Date : 5/18/2017 Page No : 3 US 220 Business Southbound I-73/74 Northbound Off-Ramp Westbound US 220 Business Northbound I-73/74 Northbound On-Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 03422 56 5 0 10 15 27 102 0 129 000 0200 03:15 PM 0 66 95 161 807 1539 97 0 136 000 0312 03:30 PM 05233 85 406 1026 39 0 65 000 0160 03:45 PM 03434 68 616 1336 47 0 83 000 0164 Total Volume 0 186 184 370 23 1 29 53 128 285 0 413 0 0 0 0 836% App. Total 0 50.3 49.7 43.4 1.9 54.7 31 69 0 0 0 0 PHF .000 .705 .484 .575 .719 .250 .725 .883 .821 .699 .000 .759 .000 .000 .000 .000 .670 Passenger Vehicles 0 179 178 357 23 1 26 50 113 277 0 390 000 0797 % Passenger Vehicles 0 96.2 96.7 96.5 100 100 89.7 94.3 88.3 97.2 0 94.4 000 095.3 Single Unit 055 10001 1780 15000 0 26 % Single Unit 0 2.7 2.7 2.7 003.41.95.5 2.8 0 3.6 000 03.1 TTST 021 3002 2800 8000 0 13% TTST 0 1.1 0.5 0.8 006.93.86.3 0 0 1.9 000 01.6 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business I-73/74 Northbound On-Ramp I-73/74 Northbound Off-Ramp US 220 Business Right 178 5 1 0 0 184 Thru 179 5 2 0 0 186 Left 0 0 0 0 0 0 InOut Total303 357 660 9 10 19 2 3 5 0 0 0 0 0 0 314 684 370 Right26 1 2 0 0 29 Thru1 0 0 0 0 1 Left23 0 0 0 0 23 OutTotalIn0 50 50 0 1 1 0 2 2 0 0 0 0 0 0 0 53 53 Left113 7 8 0 0 128 Thru277 8 0 0 0 285 Right0 0 0 0 0 0 Out TotalIn 202 390 592 5 15 20 2 8 10 0 0 0 0 0 0 209 622 413 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn292 0 292 12 0 12 9 0 9 0 0 0 0 0 0 313 313 0 Peak Hour Begins at 03:00 PM Passenger VehiclesSingle UnitTTSTBicycles on Crosswalk Pedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@I-73-74SBRamps Site Code : Start Date : 5/18/2017 Page No : 1 Groups Printed- Passenger Vehicles - Single Unit - TTST - Bicycles on Crosswalk - Pedestrians US 220 Business Southbound I-73/74 Southbound On- Ramp Westbound Dawson Miller Road Northbound I-73/74 Southbound Off- Ramp Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 336 0 0 000 0 065 5 0 6 0 18 0 0 133 13307:15 AM 754 0 0 000 0 089 9 0 15 0 29 0 0 203 203 07:30 AM 879 0 0 000 0 0 102 2 0 19 0 27 0 0 237 237 07:45 AM 329 0 0 000 0 092 4 0 32 0 29 0 0 189 189 Total 21 198 0 0 0 0 0 0 0 348 20 0 72 0 103 0 0 762 762 08:00 AM 315 0 0 000 0 051 2 0 37 1 21 0 0 130 130 08:15 AM 690 0 000 0 068 1 0 43 0 28 0 0 155 15508:30 AM 317 0 0 000 0 051 3 0 74 0 32 0 0 180 180 08:45 AM 319 0 0 000 0 037 4 0 58 0 22 0 0 143 143 Total 15 60 0 0 0 0 0 0 0 207 10 0 212 1 103 0 0 608 608 *** BREAK *** 02:00 PM 315 0 0 000 0 042 3 0 14 0 23 0 0 100 10002:15 PM 519 0 0 000 0 033 7 0 15 0 23 0 0 102 102 02:30 PM 327 0 0 000 0 041 2 0 20 0 30 0 0 123 123 02:45 PM 10 42 0 0 000 0 037 2 0 22 1 25 0 0 139 139 Total 21 103 0 0 0 0 0 0 0 153 14 0 71 1 101 0 0 464 464 03:00 PM 832 0 0 000 0 078 6 0 56 0 41 0 0 221 221 03:15 PM 24 53 0 0 000 0 09013 0 38 0 43 0 0 261 26103:30 PM 14 38 0 0 000 0 049 4 0 18 0 38 0 0 161 161 03:45 PM 434 0 0 000 0 055 4 0 30 0 36 0 0 163 163 Total 50 157 0 0 0 0 0 0 0 272 27 0 142 0 158 0 0 806 806 Grand Total 107 518 0 0 000 0 0 980 71 0 497 2 465 0 0 2640 2640 Apprch %17.1 82.9 0 000 093.2 6.8 51.6 0.2 48.2 Total %4.1 19.6 0 000 037.1 2.7 18.8 0.1 17.6 0 100 Passenger Vehicles 97 495 0 0 0 0 0 919 69 468 2 423 0 0 2473 % Passenger Vehicles 90.7 95.6 0 0 00000 93.8 97.2 0 94.2 100 91 0 0093.7 Single Unit 6 11 0 0 0 0 0 28 1 16 0 17 0 0 79 % Single Unit 5.62.100000002.91.4 03.2 0 3.7 0 003 TTST 4 12 0 0 0 0 0 33 1 13 0 25 0 0 88 % TTST 3.72.300000003.41.4 02.6 0 5.4 0 003.3 Bicycles on Crosswalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles on Crosswalk 0000000000000000 000 Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Pedestrians 0000000000000000 000 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@I-73-74SBRamps Site Code : Start Date : 5/18/2017 Page No : 2 US 220 Business Southbound I-73/74 Southbound On-Ramp Westbound Dawson Miller Road Northbound I-73/74 Southbound Off-Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right 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 07:00 AM 07:00 AM 336 0 39 000 0065 5 70 6 0 18 24 133 07:15 AM 754 0 61 000 0089 9 9815 0 29 44 203 07:30 AM 879 0 87 000 00 102 2 104 19 0 27 46 237 07:45 AM 329 0 32 000 0092 4 9632 0 29 61 189 Total Volume 21 198 0 219 0 0 0 0 0 348 20 368 72 0 103 175 762% App. Total 9.6 90.4 0 0 0 0 0 94.6 5.4 41.1 0 58.9 PHF .656 .627 .000 .629 .000 .000 .000 .000 .000 .853 .556 .885 .563 .000 .888 .717 .804 Passenger Vehicles 15 188 0 203 000 00 338 20 358 67 0 92 159 720 % Passenger Vehicles 71.4 94.9 0 92.7 000 00 97.1 100 97.3 93.1 0 89.3 90.9 94.5 Single Unit 240 6000 0050 5105 6 17 % Single Unit 9.5 2.0 0 2.7 000 00 1.4 0 1.4 1.4 0 4.9 3.4 2.2 TTST 460 10000 0050 5406 10 25% TTST 19.0 3.0 0 4.6 000 00 1.4 0 1.4 5.6 0 5.8 5.7 3.3 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business I-73/74 Southbound Off-Ramp I-73/74 Southbound On-Ramp Dawson Miller Road Right 0 0 0 0 0 0 Thru 188 4 6 0 0 198 Left 15 2 4 0 0 21 InOut Total405 203 608 6 6 12 9 10 19 0 0 0 0 0 0 420 639 219 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn35 0 35 2 0 2 4 0 4 0 0 0 0 0 0 41 41 0 Left0 0 0 0 0 0 Thru338 5 5 0 0 348 Right20 0 0 0 0 20 Out TotalIn 280 358 638 9 5 14 12 5 17 0 0 0 0 0 0 301 669 368 Left67 1 4 0 0 72 Thru0 0 0 0 0 0 Right92 5 6 0 0 103 TotalOutIn0 159 159 0 6 6 0 10 10 0 0 0 0 0 0 0 175 175 Peak Hour Begins at 07:00 AM Passenger VehiclesSingle UnitTTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@I-73-74SBRamps Site Code : Start Date : 5/18/2017 Page No : 3 US 220 Business Southbound I-73/74 Southbound On-Ramp Westbound Dawson Miller Road Northbound I-73/74 Southbound Off-Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 832 0 40 000 0078 6 8456 0 41 97 221 03:15 PM 24 53 0 77 000 00 90 13 103 38 0 43 81 261 03:30 PM 14 38 0 52 000 0049 4 5318 0 38 56 161 03:45 PM 434 0 38 000 0055 4 5930 0 36 66 163 Total Volume 50 157 0 207 0 0 0 0 0 272 27 299 142 0 158 300 806% App. Total 24.2 75.8 0 0 0 0 0 91 9 47.3 0 52.7 PHF .521 .741 .000 .672 .000 .000 .000 .000 .000 .756 .519 .726 .634 .000 .919 .773 .772 Passenger Vehicles 48 152 0 200 000 00 253 27 280 139 0 149 288 768 % Passenger Vehicles 96.0 96.8 0 96.6 000 00 93.0 100 93.6 97.9 0 94.3 96.0 95.3 Single Unit 230 5000 0011 0 11 305 8 24 % Single Unit 4.0 1.9 0 2.4 000 00 4.0 0 3.7 2.1 0 3.2 2.7 3.0 TTST 020 2000 0080 8004 4 14% TTST 0 1.3 0 1.0 000 00 2.9 0 2.7 002.51.31.7 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business I-73/74 Southbound Off-Ramp I-73/74 Southbound On-Ramp Dawson Miller Road Right 0 0 0 0 0 0 Thru 152 3 2 0 0 157 Left 48 2 0 0 0 50 InOut Total392 200 592 14 5 19 8 2 10 0 0 0 0 0 0 414 621 207 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn75 0 75 2 0 2 0 0 0 0 0 0 0 0 0 77 77 0 Left0 0 0 0 0 0 Thru253 11 8 0 0 272 Right27 0 0 0 0 27 Out TotalIn 301 280 581 8 11 19 6 8 14 0 0 0 0 0 0 315 614 299 Left139 3 0 0 0 142 Thru0 0 0 0 0 0 Right149 5 4 0 0 158 TotalOutIn0 288 288 0 8 8 0 4 4 0 0 0 0 0 0 0 300 300 Peak Hour Begins at 03:00 PM Passenger VehiclesSingle UnitTTSTBicycles on Crosswalk Pedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@PisgahCoveredBridge Site Code : Start Date : 5/18/2017 Page No : 1 Groups Printed- Passenger Vehicles - Single Unit - TTST - Bicycles on Crosswalk - Pedestrians US 220 Business Southbound No Approach Westbound US 220 Business Northbound Pisgah Covered Bridge Road Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 02116 0 000 0 159 0 0 601 0 0 104 10407:15 AM 03216 0 000 0 12 69 0 0 1301 0 0 143 143 07:30 AM 04128 0 000 0 15 62 0 0 2103 0 0 170 170 07:45 AM 04025 0 000 0 10 60 0 0 2706 0 0 168 168 Total 0 134 85 0 0 0 0 0 38 250 0 0 67 0 11 0 0 585 585 08:00 AM 03410 0 000 0 040 0 0 1801 0 0 103 103 08:15 AM 032 5 0 000 0 254 0 0 1002 0 0 105 10508:30 AM 043 7 0 000 0 333 0 0 403 0 09393 08:45 AM 035 7 0 000 0 051 0 0 1102 0 0 106 106 Total 0 144 29 0 0 0 0 0 5 178 0 0 43 0 8 0 0 407 407 *** BREAK *** 02:00 PM 037 8 0 000 0 130 0 0 500 0 0818102:15 PM 03714 0 000 0 135 0 0 801 0 09696 02:30 PM 04622 0 000 0 347 0 0 801 0 0 127 127 02:45 PM 05813 0 000 0 330 0 0 403 0 0 111 111 Total 0 178 57 0 0 0 0 0 8 142 0 0 25 0 5 0 0 415 415 03:00 PM 06215 0 000 1 546 0 0 28 0 10 0 1 166 167 03:15 PM 07227 0 000 0 675 0 0 33 0 11 0 0 224 22403:30 PM 08919 0 000 0 356 0 0 2404 0 0 195 195 03:45 PM 07319 0 000 0 338 0 0 1501 0 0 149 149 Total 0 296 80 0 0 0 0 1 17 215 0 0 100 0 26 0 1 734 735 Grand Total 0 752 251 0 000 1 68 785 0 0 235 0 50 0 1 2141 2142 Apprch %07525 000 892 0 82.5 0 17.5 Total %0 35.1 11.7 000 3.2 36.7 0 11 0 2.3 0 100 Passenger Vehicles 0 712 236 0 0 0 66 746 0 226 0 48 0 0 2034 % Passenger Vehicles 0 94.7 94 0 000097.1 95 0 0 96.2 0 96 0 0095 Single Unit 0 16 12 0 0 0 2 26 0 9 0 2 0 0 67 % Single Unit 02.14.8 0 00002.93.3003.8040 003.1 TTST 0 24 3 0 0 0 0 13 0 0 0 0 0 0 40 % TTST 03.21.2 0 000001.7000000 001.9 Bicycles on Crosswalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 % Bicycles on Crosswalk 00000 0 0 100 00000000 000 Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Pedestrians 0000000000000000 000 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@PisgahCoveredBridge Site Code : Start Date : 5/18/2017 Page No : 2 US 220 Business Southbound No Approach Westbound US 220 Business Northbound Pisgah Covered Bridge Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right 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 07:00 AM 07:00 AM 02116 37 000 0159 0 60 601 7104 07:15 AM 03216 48 000 012 69 0 81 13 0 1 14 143 07:30 AM 04128 69 000 015 62 0 77 21 0 3 24 170 07:45 AM 04025 65 000 010 60 0 70 27 0 6 33 168 Total Volume 0 134 85 219 0 0 0 0 38 250 0 288 67 0 11 78 585% App. Total 0 61.2 38.8 0 0 0 13.2 86.8 0 85.9 0 14.1 PHF .000 .817 .759 .793 .000 .000 .000 .000 .633 .906 .000 .889 .620 .000 .458 .591 .860 Passenger Vehicles 0 120 83 203 000 037 229 0 266 66 0 11 77 546 % Passenger Vehicles 0 89.6 97.6 92.7 000 097.4 91.6 0 92.4 98.5 0 100 98.7 93.3 Single Unit 022 4000 0115 0 16 100 1 21 % Single Unit 0 1.5 2.4 1.8 000 02.6 6.0 0 5.6 1.5 0 0 1.3 3.6 TTST 012 0 12 000 0060 6000 0 18% TTST 0 9.0 0 5.5 000 00 2.4 0 2.1 000 03.1 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business Pisgah Covered Bridge Road No Approach US 220 Business Right 83 2 0 0 0 85 Thru 120 2 12 0 0 134 Left 0 0 0 0 0 0 InOut Total295 203 498 16 4 20 6 12 18 0 0 0 0 0 0 317 536 219 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left37 1 0 0 0 38 Thru229 15 6 0 0 250 Right0 0 0 0 0 0 Out TotalIn 131 266 397 2 16 18 12 6 18 0 0 0 0 0 0 145 433 288 Left66 1 0 0 0 67 Thru0 0 0 0 0 0 Right11 0 0 0 0 11 TotalOutIn120 77 197 3 1 4 0 0 0 0 0 0 0 0 0 123 201 78 Peak Hour Begins at 07:00 AM Passenger VehiclesSingle UnitTTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@PisgahCoveredBridge Site Code : Start Date : 5/18/2017 Page No : 3 US 220 Business Southbound No Approach Westbound US 220 Business Northbound Pisgah Covered Bridge Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 06215 77 000 0546 0 5128 0 10 38 166 03:15 PM 07227 99 000 0675 0 8133 0 11 44 224 03:30 PM 0 89 19 108 000 0356 0 5924 0 4 28 195 03:45 PM 07319 92 000 0338 0 4115 0 1 16 149 Total Volume 0 296 80 376 0 0 0 0 17 215 0 232 100 0 26 126 734% App. Total 0 78.7 21.3 0 0 0 7.3 92.7 0 79.4 0 20.6 PHF .000 .831 .741 .870 .000 .000 .000 .000 .708 .717 .000 .716 .758 .000 .591 .716 .819 Passenger Vehicles 0 288 73 361 000 017 209 0 226 93 0 25 118 705 % Passenger Vehicles 0 97.3 91.3 96.0 000 0100 97.2 0 97.4 93.0 0 96.2 93.7 96.0 Single Unit 066 12000 0050 5701 8 25 % Single Unit 0 2.0 7.5 3.2 000 00 2.3 0 2.2 7.0 0 3.8 6.3 3.4 TTST 021 3000 0010 1000 0 4% TTST 0 0.7 1.3 0.8 000 00 0.5 0 0.4 000 00.5 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business Pisgah Covered Bridge Road No Approach US 220 Business Right 73 6 1 0 0 80 Thru 288 6 2 0 0 296 Left 0 0 0 0 0 0 InOut Total302 361 663 12 12 24 1 3 4 0 0 0 0 0 0 315 691 376 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left17 0 0 0 0 17 Thru209 5 1 0 0 215 Right0 0 0 0 0 0 Out TotalIn 313 226 539 7 5 12 2 1 3 0 0 0 0 0 0 322 554 232 Left93 7 0 0 0 100 Thru0 0 0 0 0 0 Right25 1 0 0 0 26 TotalOutIn90 118 208 6 8 14 1 0 1 0 0 0 0 0 0 97 223 126 Peak Hour Begins at 03:00 PM Passenger VehiclesSingle UnitTTSTBicycles on Crosswalk Pedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@UCAHS_North Site Code : Start Date : 5/18/2017 Page No : 1 Groups Printed- Passenger Vehicles - Single Unit - TTST - Bicycles on Crosswalk - Pedestrians Southbound Approach Southbound Westbound Approach Westbound Northbound Approach Northbound Eastbound Approach Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 050 0 000 0 020 0 0 000 0 02525 07:05 AM 060 0 000 0 018 0 0 000 0 02424 07:10 AM 010 0 0 000 0 021 0 0 000 0 0313107:15 AM 010 0 0 000 0 026 0 0 000 0 03636 07:20 AM 011 0 0 000 0 126 0 0 000 0 03838 07:25 AM 010 0 0 000 0 311 0 0 000 0 02424 07:30 AM 071 0 000 0 225 0 0 000 0 03535 07:35 AM 017 2 0 000 0 323 0 0 000 0 04545 07:40 AM 015 0 0 000 0 522 0 0 100 0 04343 07:45 AM 012 5 0 000 0 923 0 0 000 0 0494907:50 AM 041 0 000 0 319 0 0 000 0 02727 07:55 AM 016 5 0 000 0 918 0 0 000 0 04848 Total 0 123 14 0 0 0 0 0 35 252 0 0 1 0 0 0 0 425 425 08:00 AM 073 0 000 0 19 17 0 0 000 0 04646 08:05 AM 063 0 000 0 14 11 0 0 000 0 03434 08:10 AM 072 0 000 0 412 0 0 000 0 0252508:15 AM 032 0 000 0 20 21 0 0 000 0 04646 08:20 AM 010 4 0 000 0 10 22 0 0 000 0 0464608:25 AM 084 0 000 0 15 11 0 0 000 0 03838 08:30 AM 073 0 000 0 20 8 0 0 000 0 03838 08:35 AM 057 0 000 0 30 11 0 0 000 0 05353 08:40 AM 01214 0 000 0 45 20 0 0 000 0 09191 08:45 AM 0 3 11 0 000 0 50 18 0 0 000 0 08282 08:50 AM 082 0 000 0 22 15 0 0 000 0 04747 08:55 AM 071 0 000 0 470 0 000 0 01919Total08356 0 0 0 0 0 253 173 0 0 0 0 0 0 0 565 565 *** BREAK *** 02:00 PM 180 0 000 0 190 0 000 0 01919 02:05 PM 013 0 0 000 0 070 0 000 0 02020 02:10 PM 017 1 0 000 0 114 0 0 000 0 0333302:15 PM 062 0 000 0 110 0 0 000 0 01919 02:20 PM 014 0 0 000 0 290 0 000 0 02525 02:25 PM 016 1 0 000 0 112 0 0 000 0 03030 02:30 PM 016 1 0 000 0 314 0 0 000 0 03434 02:35 PM 092 0 000 0 216 0 0 000 0 02929 02:40 PM 015 0 0 000 0 412 0 0 000 0 03131 02:45 PM 012 0 0 000 0 411 0 0 000 0 0272702:50 PM 020 3 0 000 0 790 0 000 0 03939 02:55 PM 019 3 0 000 0 515 0 0 000 0 04242 Total 1 165 13 0 0 0 0 0 31 138 0 0 0 0 0 0 0 348 348 03:00 PM 019 3 0 000 0 717 0 0 000 0 04646 03:05 PM 017 3 0 000 0 22 15 0 0 000 0 05757 03:10 PM 012 1 0 000 0 11 23 0 0 000 0 0474703:15 PM 017 1 0 000 0 14 21 0 0 000 0 05353 03:20 PM 020 4 0 000 0 13 28 0 0 000 0 0656503:25 PM 032 1 0 000 0 630 0 0 000 0 06969 03:30 PM 029 2 0 000 3 513 0 0 000 2 54954 03:35 PM 029 2 0 000 0 323 0 0 000 0 05757 03:40 PM 021 1 0 000 0 080 0 000 0 03030 03:45 PM 031 3 0 000 0 117 0 0 000 0 0525203:50 PM 018 0 0 000 0 590 0 000 0 03232 03:55 PM 022 1 0 000 0 315 0 0 000 0 04141Total026722 0 0 0 0 3 90 219 0 0 0 0 0 2 5 598 603 Grand Total 1 638 105 0 000 3 409 782 0 0 100 2 5 1936 1941 Apprch %0.1 85.8 14.1 000 34.3 65.7 0 10000 Total %0.1 33 5.4 000 21.1 40.4 0 0.100 0.3 99.7 Passenger Vehicles 1 596 104 0 0 0 399 751 0 0 0 0 0 0 1851 % Passenger Vehicles 100 93.4 99 0 000097.6 96 0 0 0000 0095.4Single Unit 0 20 1 0 0 0 10 16 0 1 0 0 0 0 48 % Single Unit 03.11000002.4200100000 002.5 TTST 0 22 0 0 0 0 0 15 0 0 0 0 0 0 37 % TTST 03.400000001.9000000 001.9 Bicycles on Crosswalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles on Crosswalk 0000000000000000 000 Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 % Pedestrians 00000 0 0 100 0000000100 000.3 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@UCAHS_North Site Code : Start Date : 5/18/2017 Page No : 3 Southbound Approach Southbound Westbound Approach Westbound Northbound Approach Northbound Eastbound Approach Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:55 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:55 AM 07:55 AM 016 5 21 000 0918 0 27 000 0 48 08:00 AM 073 10000 019 17 0 36 000 0 46 08:05 AM 063 9000 014 11 0 25 000 0 34 08:10 AM 072 9000 0412 0 16 000 0 25 08:15 AM 032 5000 020 21 0 41 000 0 4608:20 AM 010 4 14 000 010 22 0 32 000 0 46 08:25 AM 084 12000 015 11 0 26 000 0 38 08:30 AM 073 10000 020 8 0 28 000 0 38 08:35 AM 057 12000 030 11 0 41 000 0 53 08:40 AM 01214 26 000 045 20 0 65 000 0 91 08:45 AM 0 3 11 14 000 050 18 0 68 000 0 82 08:50 AM 082 10000 022 15 0 37 000 0 47Total Volume 0 92 60 152 0 0 0 0 258 184 0 442 0 0 0 0 594 % App. Total 0 60.5 39.5 0 0 0 58.4 41.6 0 0 0 0 PHF .000 .479 .357 .487 .000 .000 .000 .000 .430 .697 .000 .542 .000 .000 .000 .000 .544 Passenger Vehicles 0 87 60 147 000 0251 179 0 430 000 0577 % Passenger Vehicles 0 94.6 100 96.7 000 097.3 97.3 0 97.3 000 097.1 Single Unit 040 4000 0720 9000 0 13 % Single Unit 0 4.3 0 2.6 000 02.7 1.1 0 2.0 000 02.2TTST010 1000 0030 3000 0 4 % TTST 0 1.1 0 0.7 000 00 1.6 0 0.7 000 00.7 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@UCAHS_North Site Code : Start Date : 5/18/2017 Page No : 4 Southbound Approach Eastbound Approach Westbound Approach Northbound Approach Right 60 0 0 0 0 60 Thru 87 4 1 0 0 92 Left 0 0 0 0 0 0 InOut Total179 147 326 2 4 6 3 1 4 0 0 0 0 0 0 184 336 152 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left 251 7 0 0 0 258 Thru 179 2 3 0 0 184 Right 0 0 0 0 0 0 Out TotalIn 87 430 517 4 9 13 1 3 4 0 0 0 0 0 0 92 534 442 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn311 0 311 7 0 7 0 0 0 0 0 0 0 0 0 318 318 0 Peak Hour Begins at 07:55 AM Passenger VehiclesSingle UnitTTST Bicycles on Crosswalk Pedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@UCAHS_North Site Code : Start Date : 5/18/2017 Page No : 5 Southbound Approach Southbound Westbound Approach Westbound Northbound Approach Northbound Eastbound Approach EastboundStart Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 03:55 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:50 PM 02:50 PM 020 3 23 000 0790 16000 0 39 02:55 PM 019 3 22 000 0515 0 20 000 0 42 03:00 PM 019 3 22 000 0717 0 24 000 0 46 03:05 PM 017 3 20 000 022 15 0 37 000 0 57 03:10 PM 012 1 13 000 011 23 0 34 000 0 4703:15 PM 017 1 18 000 014 21 0 35 000 0 53 03:20 PM 020 4 24 000 013 28 0 41 000 0 65 03:25 PM 032 1 33 000 0630 0 36 000 0 69 03:30 PM 029 2 31 000 0513 0 18 000 0 49 03:35 PM 029 2 31 000 0323 0 26 000 0 57 03:40 PM 021 1 22 000 0080 8000 0 30 03:45 PM 031 3 34 000 0117 0 18 000 0 52Total Volume 0 266 27 293 0 0 0 0 94 219 0 313 0 0 0 0 606 % App. Total 0 90.8 9.2 0 0 0 30 70 0 0 0 0 PHF .000 .693 .563 .718 .000 .000 .000 .000 .356 .608 .000 .636 .000 .000 .000 .000 .732 Passenger Vehicles 0 253 27 280 000 091 213 0 304 000 0584 % Passenger Vehicles 0 95.1 100 95.6 000 096.8 97.3 0 97.1 000 096.4 Single Unit 090 9000 0340 7000 0 16 % Single Unit 0 3.4 0 3.1 000 03.2 1.8 0 2.2 000 02.6TTST040 4000 0020 2000 0 6 % TTST 0 1.5 0 1.4 000 00 0.9 0 0.6 000 01.0 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 Southbound Approach Eastbound Approach Westbound Approach Northbound Approach Right 27 0 0 0 0 27 Thru 253 9 4 0 0 266 Left 0 0 0 0 0 0 InOut Total 213 280 493 4 9 13 2 4 6 0 0 0 0 0 0 219 512 293 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left 91 3 0 0 0 94 Thru 213 4 2 0 0 219 Right 0 0 0 0 0 0 Out TotalIn 253 304 557 9 7 16 4 2 6 0 0 0 0 0 0 266 579 313 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn118 0 118 3 0 3 0 0 0 0 0 0 0 0 0 121 121 0 Peak Hour Begins at 02:50 PM Passenger Vehicles Single Unit TTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@UCAHS_SouthSite Code : Start Date : 5/18/2017 Page No : 1 Groups Printed- Passenger Vehicles - Single Unit - TTST - Bicycles on Crosswalk - Pedestrians Southbound Approach Southbound Westbound Approach Westbound Northbound Approach Northbound Eastbound Approach Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 050 0 000 0 020 0 0 000 0 02525 07:05 AM 060 0 000 0 020 0 0 001 0 02727 07:10 AM 010 0 0 000 0 020 0 0 000 0 03030 07:15 AM 011 0 0 000 0 026 0 0 000 0 0373707:20 AM 010 0 0 000 0 028 0 0 000 0 03838 07:25 AM 010 0 0 000 0 014 0 0 000 0 0242407:30 AM 060 0 000 0 024 0 0 102 0 03333 07:35 AM 016 0 0 000 0 028 0 0 004 0 04848 07:40 AM 016 0 0 000 0 026 0 0 000 0 04242 07:45 AM 012 0 0 000 0 030 0 0 205 0 04949 07:50 AM 040 0 000 0 020 0 0 304 0 0313107:55 AM 016 0 0 000 0 025 0 0 103 0 04545 Total 0 122 0 0 0 0 0 0 0 281 0 0 7 0 19 0 0 429 429 08:00 AM 070 0 000 0 031 0 0 402 0 04444 08:05 AM 060 0 000 0 025 0 0 207 0 04040 08:10 AM 070 0 000 0 012 0 0 105 0 02525 08:15 AM 020 0 000 0 040 0 0 203 0 0474708:20 AM 011 0 0 000 0 027 0 0 506 0 04949 08:25 AM 080 0 000 0 021 0 0 304 0 0363608:30 AM 050 0 000 0 027 0 0 2 0 10 0 04444 08:35 AM 060 0 000 0 038 0 0 305 0 05252 08:40 AM 011 0 0 000 0 061 0 0 6 0 16 0 09494 08:45 AM 050 0 000 0 058 0 0 9 0 17 0 08989 08:50 AM 080 0 000 0 026 0 0 9 0 14 0 05757 08:55 AM 070 0 000 0 011 0 0 105 0 02424 Total 0 83 0 0 0 0 0 0 0 377 0 0 47 0 94 0 0 601 601 *** BREAK *** 02:00 PM 080 0 000 0 012 0 0 104 0 02525 02:05 PM 012 0 0 000 0 070 0 001 0 02020 02:10 PM 016 0 0 000 0 015 0 0 001 0 03232 02:15 PM 070 0 000 0 010 0 0 100 0 0181802:20 PM 013 0 0 000 0 090 0 003 0 02525 02:25 PM 017 0 0 000 0 012 0 0 101 0 03131 02:30 PM 014 0 0 000 0 016 0 0 100 0 03131 02:35 PM 010 0 0 000 0 018 0 0 001 0 02929 02:40 PM 016 0 0 000 0 014 0 0 004 0 03434 02:45 PM 012 0 0 000 0 015 0 0 002 0 02929 02:50 PM 020 0 0 000 0 015 0 0 102 0 0383802:55 PM 019 0 0 000 0 021 0 0 003 0 04343 Total 0 164 0 0 0 0 0 0 0 164 0 0 5 0 22 0 0 355 355 03:00 PM 021 0 0 000 1 020 0 0 401 0 14647 03:05 PM 018 0 0 000 0 036 0 0 002 0 05656 03:10 PM 012 0 0 000 0 028 0 0 6 0 15 0 06161 03:15 PM 015 0 0 000 0 027 0 0 9 0 43 0 0949403:20 PM 022 0 0 000 0 025 0 0 15 0 48 0 0 110 110 03:25 PM 031 0 0 000 0 019 0 0 17 0 30 0 0979703:30 PM 029 0 0 000 0 015 0 0 505 0 05454 03:35 PM 028 0 0 000 0 023 0 0 2 0 10 0 06363 03:40 PM 021 0 0 000 0 070 0 103 0 03232 03:45 PM 030 0 0 000 0 015 0 0 301 0 04949 03:50 PM 020 0 0 000 0 010 0 0 302 0 03535 03:55 PM 022 0 0 000 0 017 0 0 203 0 04444 Total 0 269 0 0 0 0 0 1 0 242 0 0 67 0 163 0 1 741 742 Grand Total 0 638 0 0 000 1 0 1064 0 0 126 0 298 0 1 2126 2127 Apprch %0 100 0 000 0100 0 29.7 0 70.3 Total %030 0 000 050 0 5.9 0 14 0 100 Passenger Vehicles 0 596 0 0 0 0 0 1023 0 125 0 288 0 0 2032 % Passenger Vehicles 0 93.4 0 0 0000096.10099.2 0 96.6 0 0095.5 Single Unit 0 21 0 0 0 0 0 26 0 1 0 10 0 0 58% Single Unit 03.300000002.4000.8 0 3.4 0 002.7 TTST 0 21 0 0 0 0 0 15 0 0 0 0 0 0 36 % TTST 03.300000001.4000000 001.7 Bicycles on Crosswalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles on Crosswalk 0000000000000000 000 Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 % Pedestrians 00000 0 0 100 00000000 000 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@UCAHS_SouthSite Code : Start Date : 5/18/2017 Page No : 3 Southbound Approach Southbound Westbound Approach Westbound Northbound Approach Northbound Eastbound Approach Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:55 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:55 AM 07:55 AM 016 0 16 000 0025 0 25 103 4 45 08:00 AM 070 7000 0031 0 31 402 6 44 08:05 AM 060 6000 0025 0 25 207 9 40 08:10 AM 070 7000 0012 0 12 105 6 25 08:15 AM 020 2000 0040 0 40 203 5 47 08:20 AM 011 0 11 000 0027 0 27 506 11 4908:25 AM 080 8000 0021 0 21 304 7 36 08:30 AM 050 5000 0027 0 27 2 0 10 12 44 08:35 AM 060 6000 0038 0 38 305 8 52 08:40 AM 011 0 11 000 0061 0 61 6 0 16 22 94 08:45 AM 050 5000 0058 0 58 9 0 17 26 89 08:50 AM 080 8000 0026 0 26 9 0 14 23 57 Total Volume 0 92 0 92 0 0 0 0 0 391 0 391 47 0 92 139 622% App. Total 0 100 0 0 0 0 0 100 0 33.8 0 66.2 PHF .000 .479 .000 .479 .000 .000 .000 .000 .000 .534 .000 .534 .435 .000 .451 .446 .551 Passenger Vehicles 087 0 87 000 00 380 0 380 46 0 89 135 602 % Passenger Vehicles 0 94.6 0 94.6 000 00 97.2 0 97.2 97.9 0 96.7 97.1 96.8 Single Unit 040 4000 0080 8103 4 16 % Single Unit 0 4.3 0 4.3 000 00 2.0 0 2.0 2.1 0 3.3 2.9 2.6 TTST 010 1000 0030 3000 0 4% TTST 0 1.1 0 1.1 000 00 0.8 0 0.8 000 00.6 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 Southbound Approach Eastbound Approach Westbound Approach Northbound Approach Right 0 0 0 0 0 0 Thru 87 4 1 0 0 92 Left 0 0 0 0 0 0 InOut Total426 87 513 9 4 13 3 1 4 0 0 0 0 0 0 438 530 92 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left0 0 0 0 0 0 Thru380 8 3 0 0 391 Right0 0 0 0 0 0 Out TotalIn 176 380 556 7 8 15 1 3 4 0 0 0 0 0 0 184 575 391 Left46 1 0 0 0 47 Thru0 0 0 0 0 0 Right89 3 0 0 0 92 TotalOutIn0 135 135 0 4 4 0 0 0 0 0 0 0 0 0 0 139 139 Peak Hour Begins at 07:55 AM Passenger VehiclesSingle UnitTTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@UCAHS_SouthSite Code : Start Date : 5/18/2017 Page No : 4 Southbound Approach Southbound Westbound Approach Westbound Northbound Approach Northbound Eastbound Approach Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 03:55 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 02:50 PM 02:50 PM 020 0 20 000 0015 0 15 102 3 38 02:55 PM 019 0 19 000 0021 0 21 003 3 43 03:00 PM 021 0 21 000 0020 0 20 401 5 46 03:05 PM 018 0 18 000 0036 0 36 002 2 56 03:10 PM 012 0 12 000 0028 0 28 6 0 15 21 61 03:15 PM 015 0 15 000 0027 0 27 9 0 43 52 9403:20 PM 022 0 22 000 0025 0 2515 0 48 63 110 03:25 PM 031 0 31 000 0019 0 1917 0 30 47 97 03:30 PM 029 0 29 000 0015 0 15 505 10 54 03:35 PM 028 0 28 000 0023 0 23 2 0 10 12 63 03:40 PM 021 0 21 000 0070 7103 4 32 03:45 PM 030 0 30 000 0015 0 15 301 4 49 Total Volume 0 266 0 266 0 0 0 0 0 251 0 251 63 0 163 226 743% App. Total 0 100 0 0 0 0 0 100 0 27.9 0 72.1 PHF .000 .715 .000 .715 .000 .000 .000 .000 .000 .581 .000 .581 .309 .000 .283 .299 .563 Passenger Vehicles 0 255 0 255 000 00 242 0 242 63 0 158 221 718 % Passenger Vehicles 0 95.9 0 95.9 000 00 96.4 0 96.4 100 0 96.9 97.8 96.6 Single Unit 070 7000 0070 7005 5 19 % Single Unit 0 2.6 0 2.6 000 00 2.8 0 2.8 003.12.22.6 TTST 040 4000 0020 2000 0 6% TTST 0 1.5 0 1.5 000 00 0.8 0 0.8 000 00.8 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 Southbound Approach Eastbound Approach Westbound Approach Northbound Approach Right 0 0 0 0 0 0 Thru 255 7 4 0 0 266 Left 0 0 0 0 0 0 InOut Total305 255 560 7 7 14 2 4 6 0 0 0 0 0 0 314 580 266 Right0 0 0 0 0 0 Thru0 0 0 0 0 0 Left0 0 0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left0 0 0 0 0 0 Thru242 7 2 0 0 251 Right0 0 0 0 0 0 Out TotalIn 413 242 655 12 7 19 4 2 6 0 0 0 0 0 0 429 680 251 Left63 0 0 0 0 63 Thru0 0 0 0 0 0 Right158 5 0 0 0 163 TotalOutIn0 221 221 0 5 5 0 0 0 0 0 0 0 0 0 0 226 226 Peak Hour Begins at 02:50 PM Passenger VehiclesSingle UnitTTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@US220Alt Site Code : Start Date : 5/18/2017 Page No : 1 Groups Printed- Passenger Vehicles - Single Unit - TTST - Bicycles on Crosswalk - Pedestrians US 220 Business Southbound US 220 Alternate Westbound US 220 Business Northbound No Approach Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Exclu. Total Inclu. Total Int. Total 07:00 AM 11 11 0 0 42 0 29 0 026 7 0 000 0 0 126 126 07:15 AM 10 18 0 0 68 0 35 0 03331 0 000 0 0 195 195 07:30 AM 16 28 0 0 64 0 46 0 03427 0 000 0 0 215 21507:45 AM 22 16 0 0 58 0 45 0 03040 0 000 0 0 211 211 Total 59 73 0 0 232 0 155 0 0 123 105 0 0 0 0 0 0 747 747 08:00 AM 14 25 0 0 27 0 28 0 04417 0 000 0 0 155 155 08:15 AM 17 19 0 0 15 0 37 0 05316 0 000 0 0 157 157 08:30 AM 18 31 0 0 19 0 23 0 09512 0 000 0 0 198 198 08:45 AM 18 42 0 0 19 0 26 0 079 9 0 000 0 0 193 193Total671170 0 80 0 114 0 0 271 54 0 0 0 0 0 0 703 703 *** BREAK *** 02:00 PM 24 19 0 0 11 0 16 0 01318 0 000 0 0 101 101 02:15 PM 20 16 0 0 28 0 20 0 01315 0 000 0 0 112 112 02:30 PM 30 17 0 0 25 0 20 0 03313 0 000 0 0 138 13802:45 PM 29 29 0 0 47 0 22 0 02517 0 000 0 0 169 169 Total 103 81 0 0 111 0 78 0 0 84 63 0 0 0 0 0 0 520 520 03:00 PM 27 32 0 0 25 0 30 0 05460 0 000 0 0 228 228 03:15 PM 56 136 0 0 28 0 31 0 04358 0 000 0 0 352 352 03:30 PM 49 55 0 0 26 0 26 0 02026 0 000 0 0 202 202 03:45 PM 40 34 0 0 33 0 20 0 02133 0 000 0 0 181 181 Total 172 257 0 0 112 0 107 0 0 138 177 0 0 0 0 0 0 963 963 Grand Total 401 528 0 0 535 0 454 0 0 616 399 0 000 0 0 2933 2933 Apprch %43.2 56.8 0 54.1 0 45.9 0 60.7 39.3 000 Total %13.7 18 0 18.2 0 15.5 0 21 13.6 000 0 100 Passenger Vehicles 388 489 0 520 0 439 0 588 385 0 0 0 0 0 2809 % Passenger Vehicles 96.8 92.6 0 0 97.2 0 96.7 0 0 95.5 96.5 0 0000 0095.8 Single Unit 11 17 0 12 0 12 0 16 8 0 0 0 0 0 76 % Single Unit 2.73.2002.2 0 2.6 0 02.6200000 002.6TTST2220 3 0 3 0 12 6 0 0 0 0 0 48 % TTST 0.54.2000.6 0 0.7 0 01.91.5 0 0000 001.6 Bicycles on Crosswalk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles on Crosswalk 0000000000000000 000 Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Pedestrians 0000000000000000 000 VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@US220Alt Site Code : Start Date : 5/18/2017 Page No : 2 US 220 Business Southbound US 220 Alternate Westbound US 220 Business Northbound No Approach Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right 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 10 18 0 28 68 0 35 103 03331 64 000 0195 07:30 AM 16 28 0 44 64 0 46 110 03427 61 000 0215 07:45 AM 22 16 0 38 58 0 45 103 03040 70 000 0211 08:00 AM 14 25 0 39 27 0 28 55 04417 61 000 0155 Total Volume 62 87 0 149 217 0 154 371 0 141 115 256 0 0 0 0 776% App. Total 41.6 58.4 0 58.5 0 41.5 0 55.1 44.9 0 0 0 PHF .705 .777 .000 .847 .798 .000 .837 .843 .000 .801 .719 .914 .000 .000 .000 .000 .902 Passenger Vehicles 61 75 0 136 212 0 151 363 0 134 112 246 000 0745 % Passenger Vehicles 98.4 86.2 0 91.3 97.7 0 98.1 97.8 0 95.0 97.4 96.1 000 096.0 Single Unit 120 3403 7041 5000 0 15 % Single Unit 1.6 2.3 0 2.0 1.8 0 1.9 1.9 0 2.8 0.9 2.0 000 01.9 TTST 010 0 10 100 1032 5000 0 16% TTST 0 11.5 0 6.7 0.5 0 0 0.3 0 2.1 1.7 2.0 000 02.1 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business No Approach US 220 Alternate US 220 Business Right 0 0 0 0 0 0 Thru 75 2 10 0 0 87 Left 61 1 0 0 0 62 InOut Total285 136 421 7 3 10 3 10 13 0 0 0 0 0 0 295 444 149 Right151 3 0 0 0 154 Thru0 0 0 0 0 0 Left212 4 1 0 0 217 OutTotalIn173 363 536 2 7 9 2 1 3 0 0 0 0 0 0 177 548 371 Left0 0 0 0 0 0 Thru134 4 3 0 0 141 Right112 1 2 0 0 115 Out TotalIn 287 246 533 6 5 11 11 5 16 0 0 0 0 0 0 304 560 256 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Begins at 07:15 AM Passenger VehiclesSingle UnitTTSTBicycles on CrosswalkPedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 File Name : US220Bus@US220Alt Site Code : Start Date : 5/18/2017 Page No : 3 US 220 Business Southbound US 220 Alternate Westbound US 220 Business Northbound No Approach Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 27 32 0 59 25 0 30 55 0 54 60 114 000 0228 03:15 PM 56 136 0 192 28 0 31 59 0 43 58 101 000 0352 03:30 PM 49 55 0 104 26 0 26 52 02026 46 000 0202 03:45 PM 40 34 0 74 33 0 20 53 02133 54 000 0181 Total Volume 172 257 0 429 112 0 107 219 0 138 177 315 0 0 0 0 963% App. Total 40.1 59.9 0 51.1 0 48.9 0 43.8 56.2 0 0 0 PHF .768 .472 .000 .559 .848 .000 .863 .928 .000 .639 .738 .691 .000 .000 .000 .000 .684 Passenger Vehicles 166 246 0 412 110 0 103 213 0 132 173 305 000 0930 % Passenger Vehicles 96.5 95.7 0 96.0 98.2 0 96.3 97.3 0 95.7 97.7 96.8 000 096.6 Single Unit 680 14204 6044 8000 0 28 % Single Unit 3.5 3.1 0 3.3 1.8 0 3.7 2.7 0 2.9 2.3 2.5 000 02.9 TTST 030 3000 0020 2000 0 5% TTST 0 1.2 0 0.7 000 00 1.4 0 0.6 000 00.5 Bicycles on Crosswalk 000 0000 0000 0000 0 0 % Bicycles on Crosswalk 000 0000 0000 0000 0 0 Pedestrians 000 0000 0000 0000 0 0 % Pedestrians 000 0000 0000 0000 0 0 US 220 Business No Approach US 220 Alternate US 220 Business Right 0 0 0 0 0 0 Thru 246 8 3 0 0 257 Left 166 6 0 0 0 172 InOut Total235 412 647 8 14 22 2 3 5 0 0 0 0 0 0 245 674 429 Right103 4 0 0 0 107 Thru0 0 0 0 0 0 Left110 2 0 0 0 112 OutTotalIn339 213 552 10 6 16 0 0 0 0 0 0 0 0 0 349 568 219 Left0 0 0 0 0 0 Thru132 4 2 0 0 138 Right173 4 0 0 0 177 Out TotalIn 356 305 661 10 8 18 3 2 5 0 0 0 0 0 0 369 684 315 Left0 0 0 0 0 0 Thru0 0 0 0 0 0 Right0 0 0 0 0 0 TotalOutIn0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Begins at 03:00 PM Passenger VehiclesSingle UnitTTSTBicycles on Crosswalk Pedestrians Peak Hour Data North VHB Engineering NC, P.C. Venture I 940 Main Campus Drive, Suite 500 Raleigh, NC 28606 p: 919.829.0328 f: 919.833.0034 APPENDIX D MSTA TRAFFIC CALCULATIONS MSTA School Traffic Calculations AM and PM Peak Traffic Estimates (These numbers do not reflect peak hour traffic volumes) School Name: Type:Version:04012021 AM PM Avg.PM PM PM Average Cars /Cars /Car At one Total Peak Queue Student Student Length Time Vehicles Vehicles Length 30% 55.94%39.15%22.19 48.67%Pre-K & K 43.35%26.30%22.00 37.87% 1-10 400 6 53 106 41 902 406 271 1173 52.91%47.50%22.19 46.12%11th 200 4 23 64 70 33 732 234 231 952 50.08%47.58%22.83 55.71%12th 200 3 21 170 28 16 365 217 250 475 Sum >>800 13 97 234 204 90 2000 857 752 2600 Pre-K & K loading is usually park and walk 600 "PM Peak Vehicles" indicates minimum number of parking spaces needed. AM Trips Generated PM Trips Generated Private & Non-Urban Charter data is based Direction Parents Buses Staff Trips Parents Buses Staff Trips on few to no buses and uses the same IN percentages for all school types except OUT ADT 11th and 12th grades which makes adjustments for student drivers. 1-10 AM Trips Generated PM Trips Generated Direction Parents Buses Staff Trips Parents Buses Staff Trips IN 173 6 53 232 106 106 OUT 173 173 106 6 53 165 406 271 677 11th AM Trips Generated PM Trips Generated Direction Parents Buses Staff Student Dvr Trips Parents Buses Staff Student Dvr Trips-Average Queue Lengthdoes not IN 77 4 23 52 156 70 70 include an alternative traffic pattern OUT 77 77 70 4 23 64 161 required for high traffic demand days 234 231 465 which is usually 30% additional length.-Average Queue Lengthdoes not 12th include the Student Loading Zone.AM Trips Generated PM Trips Generated-Peak traffic volumes at schools Direction Parents Buses Staff Student Dvr Trips Parents Buses Staff Student Dvr Trips normally occur within a 30-minute IN 29 3 21 136 189 28 28 time period. (justifying a PHF of 0.5)OUT 29 29 28 3 21 170 222 217 250 467 In 577 In 204 Out 279 Out 548 Total 857 Total 752 1609 NOTES AM 11 Trips PM 11 Trips Uwharrie Charter High School MSTA School Queue Input Calculations Grade Level Student Population Number of Buses Staff Members Student Drivers Total AM Trips Total PM Trips High Demand Length Private / Non-urban Charter AM Pre-K-K Trips PM PK-K Trips AM 12 Trips PM 12 Trips All AM TRIPS All PM TRIPS AM K-10 Trips PM K-10 Trips Calculated 8/27/2021 By:_______ APPENDIX E CAPACITY ANALYSIS CALCULATIONS US 220 BUSINESS & PISGAH COVERED BRIDGE ROAD HCM 6th TWSC 2021 Existing AM 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 9.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 129 231 47 281 222 98 Future Vol, veh/h 129 231 47 281 222 98 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 73 52 87 90 77 89 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 177 444 54 312 288 110 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 763 343 398 0 -0 Stage 1 343 ----- Stage 2 420 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 372 700 1161 --- Stage 1 719 ----- Stage 2 663 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 351 700 1161 --- Mov Cap-2 Maneuver 351 ----- Stage 1 679 ----- Stage 2 663 ----- Approach EB NB SB HCM Control Delay, s 20.5 1.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1161 - 351 700 -- HCM Lane V/C Ratio 0.047 - 0.503 0.635 -- HCM Control Delay (s)8.3 0 25.2 18.6 -- HCM Lane LOS A A D C -- HCM 95th %tile Q(veh)0.1 - 2.7 4.6 -- HCM 6th TWSC 2021 Existing PM 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 11.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 165 232 19 242 366 90 Future Vol, veh/h 165 232 19 242 366 90 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 77 55 90 90 86 90 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 214 422 21 269 426 100 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 787 476 526 0 -0 Stage 1 476 ----- Stage 2 311 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 360 589 1041 --- Stage 1 625 ----- Stage 2 743 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 351 589 1041 --- Mov Cap-2 Maneuver 351 ----- Stage 1 610 ----- Stage 2 743 ----- Approach EB NB SB HCM Control Delay, s 26.7 0.6 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1041 - 351 589 -- HCM Lane V/C Ratio 0.02 - 0.611 0.716 -- HCM Control Delay (s)8.5 0 30.1 25 -- HCM Lane LOS A A D D -- HCM 95th %tile Q(veh)0.1 - 3.8 5.9 -- HCM 6th TWSC 2023 No-Build AM 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 9.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 131 231 48 287 225 100 Future Vol, veh/h 131 231 48 287 225 100 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 73 52 87 90 77 89 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 179 444 55 319 292 112 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 777 348 404 0 -0 Stage 1 348 ----- Stage 2 429 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 365 695 1155 --- Stage 1 715 ----- Stage 2 657 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 344 695 1155 --- Mov Cap-2 Maneuver 344 ----- Stage 1 674 ----- Stage 2 657 ----- Approach EB NB SB HCM Control Delay, s 21 1.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1155 - 344 695 -- HCM Lane V/C Ratio 0.048 - 0.522 0.639 -- HCM Control Delay (s)8.3 0 26.3 18.9 -- HCM Lane LOS A A D C -- HCM 95th %tile Q(veh)0.1 - 2.9 4.6 -- HCM 6th TWSC 2023 No-Build PM 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 12.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 167 233 19 247 373 92 Future Vol, veh/h 167 233 19 247 373 92 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 77 55 90 90 86 90 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 217 424 21 274 434 102 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 801 485 536 0 -0 Stage 1 485 ----- Stage 2 316 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 354 582 1032 --- Stage 1 619 ----- Stage 2 739 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 346 582 1032 --- Mov Cap-2 Maneuver 346 ----- Stage 1 604 ----- Stage 2 739 ----- Approach EB NB SB HCM Control Delay, s 27.8 0.6 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1032 - 346 582 -- HCM Lane V/C Ratio 0.02 - 0.627 0.728 -- HCM Control Delay (s)8.6 0 31.4 26 -- HCM Lane LOS A A D D -- HCM 95th %tile Q(veh)0.1 -4 6.1 -- HCM 6th TWSC 2023 Build AM 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 493.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 201 440 257 287 295 174 Future Vol, veh/h 201 440 257 287 295 174 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 65 51 57 90 71 73 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 309 863 451 319 415 238 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1755 534 653 0 -0 Stage 1 534 ----- Stage 2 1221 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver ~ 94 ~ 546 934 --- Stage 1 588 ----- Stage 2 ~ 279 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 39 ~ 546 934 --- Mov Cap-2 Maneuver ~ 39 ----- Stage 1 ~ 243 ----- Stage 2 ~ 279 ----- Approach EB NB SB HCM Control Delay, s$ 1088.5 7.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)934 - 39 546 -- HCM Lane V/C Ratio 0.483 - 7.929 1.58 -- HCM Control Delay (s)12.4 0$ 3317.6 289.5 -- HCM Lane LOS B A F F -- HCM 95th %tile Q(veh)2.7 - 36.9 46.5 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2023 Build AM 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 336.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 303 627 19 247 424 92 Future Vol, veh/h 303 627 19 247 424 92 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 65 52 90 90 82 90 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 466 1206 21 274 517 102 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 884 568 619 0 -0 Stage 1 568 ----- Stage 2 316 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver ~ 316 ~ 522 961 --- Stage 1 567 ----- Stage 2 739 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 308 ~ 522 961 --- Mov Cap-2 Maneuver ~ 308 ----- Stage 1 552 ----- Stage 2 739 ----- Approach EB NB SB HCM Control Delay, s$ 519.9 0.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)961 - 308 522 -- HCM Lane V/C Ratio 0.022 - 1.513 2.31 -- HCM Control Delay (s)8.8 0 278.2$ 613.3 -- HCM Lane LOS A A F F -- HCM 95th %tile Q(veh)0.1 - 26.4 90.5 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2023 Build PM 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 110.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 161 276 254 287 242 173 Future Vol, veh/h 161 276 254 287 242 173 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 250 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 82 81 58 90 87 73 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 196 341 438 319 278 237 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1592 397 515 0 -0 Stage 1 397 ----- Stage 2 1195 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver ~ 118 652 1051 --- Stage 1 679 ----- Stage 2 287 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 69 652 1051 --- Mov Cap-2 Maneuver ~ 69 ----- Stage 1 396 ----- Stage 2 287 ----- Approach EB NB SB HCM Control Delay, s$ 361.9 6.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1051 - 69 652 -- HCM Lane V/C Ratio 0.417 - 2.846 0.523 -- HCM Control Delay (s)10.8 -$ 961.5 16.4 -- HCM Lane LOS B -F C -- HCM 95th %tile Q(veh)2.1 - 19.7 3 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2023 Build AM - Staggered Bell 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 69 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 264 475 19 247 399 92 Future Vol, veh/h 264 475 19 247 399 92 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 150 250 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 75 69 90 90 87 90 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 352 688 21 274 459 102 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 826 510 561 0 -0 Stage 1 510 ----- Stage 2 316 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver ~ 342 ~ 563 1010 --- Stage 1 603 ----- Stage 2 739 ----- Platoon blocked, %--- Mov Cap-1 Maneuver ~ 335 ~ 563 1010 --- Mov Cap-2 Maneuver ~ 335 ----- Stage 1 590 ----- Stage 2 739 ----- Approach EB NB SB HCM Control Delay, s 125.7 0.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1010 - 335 563 -- HCM Lane V/C Ratio 0.021 - 1.051 1.223 -- HCM Control Delay (s)8.6 - 99.4 139.2 -- HCM Lane LOS A -F F -- HCM 95th %tile Q(veh)0.1 - 12.6 25.7 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings 2023 Build AM - Stagger and Signal 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)161 276 254 287 242 173 Future Volume (vph)161 276 254 287 242 173 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 150 250 0 Storage Lanes 1 1 1 0 Taper Length (ft)100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.938 Flt Protected 0.950 0.950 Satd. Flow (prot)1770 1583 1770 1863 1747 0 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 1583 1770 1863 1747 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph)35 55 55 Link Distance (ft)1248 2004 1118 Travel Time (s)24.3 24.8 13.9 Peak Hour Factor 0.82 0.81 0.58 0.90 0.87 0.73 Adj. Flow (vph)196 341 438 319 278 237 Shared Lane Traffic (%) Lane Group Flow (vph)196 341 438 319 515 0 Turn Type Prot Prot Prot NA NA Protected Phases 4 4 5 2 6 Permitted Phases Detector Phase 4 4 5 2 6 Switch Phase Minimum Initial (s)7.0 7.0 7.0 12.0 12.0 Minimum Split (s)14.0 14.0 14.0 19.0 19.0 Total Split (s)26.0 26.0 29.0 64.0 35.0 Total Split (%)28.9% 28.9% 32.2% 71.1% 38.9% Maximum Green (s)19.0 19.0 22.0 57.0 28.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Act Effct Green (s)21.0 21.0 23.9 57.9 29.0 Actuated g/C Ratio 0.24 0.24 0.27 0.65 0.33 v/c Ratio 0.47 0.91 0.92 0.26 0.90 Control Delay 33.9 64.3 59.4 7.2 50.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 33.9 64.3 59.4 7.2 50.3 LOS C E E A D Approach Delay 53.2 37.4 50.3 Approach LOS D D D Lanes, Volumes, Timings 2023 Build AM - Stagger and Signal 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 2 Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft)96 190 243 67 274 Queue Length 95th (ft)146 #296 202 105 #432 Internal Link Dist (ft)1168 1924 1038 Turn Bay Length (ft)150 250 Base Capacity (vph)418 374 478 1237 590 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.47 0.91 0.92 0.26 0.87 Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 88.9 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 45.8 Intersection LOS: D Intersection Capacity Utilization 58.8%ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: US 220 Business & Pisgah Covered Bridge Road Lanes, Volumes, Timings 2023 Build PM - Staggered Bell and Signal 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)264 475 19 247 399 92 Future Volume (vph)264 475 19 247 399 92 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 150 250 0 Storage Lanes 1 1 1 0 Taper Length (ft)100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.975 Flt Protected 0.950 0.950 Satd. Flow (prot)1770 1583 1770 1863 1816 0 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 1583 1770 1863 1816 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph)35 55 55 Link Distance (ft)1248 2004 1118 Travel Time (s)24.3 24.8 13.9 Peak Hour Factor 0.75 0.69 0.90 0.90 0.87 0.90 Adj. Flow (vph)352 688 21 274 459 102 Shared Lane Traffic (%) Lane Group Flow (vph)352 688 21 274 561 0 Turn Type Prot Prot Prot NA NA Protected Phases 4 4 5 2 6 Permitted Phases Detector Phase 4 4 5 2 6 Switch Phase Minimum Initial (s)7.0 7.0 7.0 12.0 12.0 Minimum Split (s)14.0 14.0 14.0 19.0 19.0 Total Split (s)43.0 43.0 14.0 47.0 33.0 Total Split (%)47.8% 47.8% 15.6% 52.2% 36.7% Maximum Green (s)36.0 36.0 7.0 40.0 26.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Act Effct Green (s)38.3 38.3 9.1 33.3 28.2 Actuated g/C Ratio 0.47 0.47 0.11 0.41 0.35 v/c Ratio 0.42 0.93 0.11 0.36 0.89 Control Delay 17.7 43.4 36.9 17.9 46.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 17.7 43.4 36.9 17.9 46.3 LOS B D D B D Approach Delay 34.7 19.2 46.3 Approach LOS C B D Lanes, Volumes, Timings 2023 Build PM - Staggered Bell and Signal 1: US 220 Business & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 2 Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft)98 271 9 94 237 Queue Length 95th (ft)170 364 33 149 #501 Internal Link Dist (ft)1168 1924 1038 Turn Bay Length (ft)150 250 Base Capacity (vph)830 742 196 965 627 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.42 0.93 0.11 0.28 0.89 Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 81.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 64.3%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: 1: US 220 Business & Pisgah Covered Bridge Road APPENDIX F CAPACITY ANALYSIS CALCULATIONS US 220 BUSINESS & MIDDLE SCHOOL DRIVE 1 HCM 6th TWSC 2021 Existing AM 2: US 220 Business & MS Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 4.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 206 328 376 77 Future Vol, veh/h 4 4 206 328 376 77 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 50 50 50 89 52 50 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 8 8 412 369 723 154 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1993 800 877 0 -0 Stage 1 800 ----- Stage 2 1193 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 66 385 770 --- Stage 1 442 ----- Stage 2 288 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 31 385 770 --- Mov Cap-2 Maneuver 31 ----- Stage 1 206 ----- Stage 2 288 ----- Approach EB NB SB HCM Control Delay, s 86 7.9 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)770 - 31 385 -- HCM Lane V/C Ratio 0.535 - 0.258 0.021 -- HCM Control Delay (s)14.9 - 157.5 14.5 -- HCM Lane LOS B -F B -- HCM 95th %tile Q(veh)3.2 - 0.8 0.1 -- HCM 6th TWSC 2021 Existing PM 2: US 220 Business & MS Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 96 261 562 36 Future Vol, veh/h 4 4 96 261 562 36 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 50 50 50 90 66 50 Heavy Vehicles, %0 0 0 2 2 0 Mvmt Flow 8 8 192 290 852 72 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1562 888 924 0 -0 Stage 1 888 ----- Stage 2 674 ----- Critical Hdwy 6.4 6.2 4.1 --- Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 --- Pot Cap-1 Maneuver 124 345 748 --- Stage 1 405 ----- Stage 2 510 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 92 345 748 --- Mov Cap-2 Maneuver 92 ----- Stage 1 301 ----- Stage 2 510 ----- Approach EB NB SB HCM Control Delay, s 31.8 4.6 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)748 - 92 345 -- HCM Lane V/C Ratio 0.257 - 0.087 0.023 -- HCM Control Delay (s)11.5 - 47.8 15.7 -- HCM Lane LOS B -E C -- HCM 95th %tile Q(veh)1 - 0.3 0.1 -- HCM 6th TWSC 2023 No-Build AM 2: US 220 Business & MS Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 206 335 379 77 Future Vol, veh/h 4 4 206 335 379 77 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 50 50 50 89 52 50 Heavy Vehicles, %0 0 0 2 2 0 Mvmt Flow 8 8 412 376 729 154 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2006 806 883 0 -0 Stage 1 806 ----- Stage 2 1200 ----- Critical Hdwy 6.4 6.2 4.1 --- Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 --- Pot Cap-1 Maneuver 66 385 775 --- Stage 1 443 ----- Stage 2 288 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 31 385 775 --- Mov Cap-2 Maneuver 31 ----- Stage 1 207 ----- Stage 2 288 ----- Approach EB NB SB HCM Control Delay, s 86 7.7 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)775 - 31 385 -- HCM Lane V/C Ratio 0.532 - 0.258 0.021 -- HCM Control Delay (s)14.8 - 157.5 14.5 -- HCM Lane LOS B -F B -- HCM 95th %tile Q(veh)3.2 - 0.8 0.1 -- HCM 6th TWSC 2023 No-Build PM 2: US 220 Business & MS Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 96 266 570 36 Future Vol, veh/h 4 4 96 266 570 36 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 50 50 50 90 66 50 Heavy Vehicles, %0 0 0 2 2 0 Mvmt Flow 8 8 192 296 864 72 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1580 900 936 0 -0 Stage 1 900 ----- Stage 2 680 ----- Critical Hdwy 6.4 6.2 4.1 --- Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 --- Pot Cap-1 Maneuver 121 340 740 --- Stage 1 400 ----- Stage 2 507 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 90 340 740 --- Mov Cap-2 Maneuver 90 ----- Stage 1 296 ----- Stage 2 507 ----- Approach EB NB SB HCM Control Delay, s 32.4 4.6 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)740 - 90 340 -- HCM Lane V/C Ratio 0.259 - 0.089 0.024 -- HCM Control Delay (s)11.6 - 48.9 15.8 -- HCM Lane LOS B -E C -- HCM 95th %tile Q(veh)1 - 0.3 0.1 -- HCM Unsignalized Intersection Capacity Analysis 2023 Build AM 2: US 220 Business & Site Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h)0 0 401 544 574 161 Future Volume (Veh/h)0 0 401 544 574 161 Sign Control Stop Free Free Grade 0%0%0% Peak Hour Factor 0.50 0.50 0.50 0.74 0.51 0.50 Hourly flow rate (vph)0 0 802 735 1125 322 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 3625 1286 1447 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 3625 1286 1447 tC, single (s)6.4 6.2 4.1 tC, 2 stage (s) tF (s)3.5 3.3 2.2 p0 queue free %0 100 0 cM capacity (veh/h)0 203 474 Direction, Lane #NB 1 NB 2 SB 1 Volume Total 802 735 1447 Volume Left 802 0 0 Volume Right 0 0 322 cSH 474 1700 1700 Volume to Capacity 1.69 0.43 0.85 Queue Length 95th (ft)1183 0 0 Control Delay (s)340.9 0.0 0.0 Lane LOS F Approach Delay (s)177.9 0.0 Approach LOS Intersection Summary Average Delay 91.6 Intersection Capacity Utilization 68.9%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 2023 Build PM 2: US 220 Business & Site Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h)0 0 239 266 954 97 Future Volume (Veh/h)0 0 239 266 954 97 Sign Control Stop Free Free Grade 0%0%0% Peak Hour Factor 0.50 0.50 0.50 0.90 0.60 0.50 Hourly flow rate (vph)0 0 478 296 1590 194 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2939 1687 1784 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2939 1687 1784 tC, single (s)6.4 6.2 4.1 tC, 2 stage (s) tF (s)3.5 3.3 2.2 p0 queue free %0 100 0 cM capacity (veh/h)0 117 352 Direction, Lane #NB 1 NB 2 SB 1 Volume Total 478 296 1784 Volume Left 478 0 0 Volume Right 0 0 194 cSH 352 1700 1700 Volume to Capacity 1.36 0.17 1.05 Queue Length 95th (ft)584 0 0 Control Delay (s)208.1 0.0 0.0 Lane LOS F Approach Delay (s)128.5 0.0 Approach LOS Intersection Summary Average Delay 38.9 Intersection Capacity Utilization 76.0%ICU Level of Service D Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 2023 Build AM - Staggered Bell 2: US 220 Business & Site Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h)0 0 247 541 415 103 Future Volume (Veh/h)0 0 247 541 415 103 Sign Control Stop Free Free Grade 0%0%0% Peak Hour Factor 0.50 0.50 0.50 0.74 0.37 0.50 Hourly flow rate (vph)0 0 494 731 1122 206 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2841 1122 1122 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2841 1122 1122 tC, single (s)6.4 6.2 4.1 tC, 2 stage (s) tF (s)3.5 3.3 2.2 p0 queue free %100 100 22 cM capacity (veh/h)4 253 630 Direction, Lane #NB 1 NB 2 SB 1 SB 2 Volume Total 494 731 1122 206 Volume Left 494 0 0 0 Volume Right 0 0 0 206 cSH 630 1700 1700 1700 Volume to Capacity 0.78 0.43 0.66 0.12 Queue Length 95th (ft)189 0 0 0 Control Delay (s)28.3 0.0 0.0 0.0 Lane LOS D Approach Delay (s)11.4 0.0 Approach LOS Intersection Summary Average Delay 5.5 Intersection Capacity Utilization 42.2%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 2023 Build PM - Staggered Bell 2: US 220 Business & Site Drive 1 Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h)0 0 167 266 801 70 Future Volume (Veh/h)0 0 167 266 801 70 Sign Control Stop Free Free Grade 0%0%0% Peak Hour Factor 0.50 0.50 0.50 0.90 0.54 0.50 Hourly flow rate (vph)0 0 334 296 1483 140 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2447 1483 1483 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2447 1483 1483 tC, single (s)6.4 6.2 4.1 tC, 2 stage (s) tF (s)3.5 3.3 2.2 p0 queue free %100 100 27 cM capacity (veh/h)9 154 460 Direction, Lane #NB 1 NB 2 SB 1 SB 2 Volume Total 334 296 1483 140 Volume Left 334 0 0 0 Volume Right 0 0 0 140 cSH 460 1700 1700 1700 Volume to Capacity 0.73 0.17 0.87 0.08 Queue Length 95th (ft)145 0 0 0 Control Delay (s)31.0 0.0 0.0 0.0 Lane LOS D Approach Delay (s)16.4 0.0 Approach LOS Intersection Summary Average Delay 4.6 Intersection Capacity Utilization 58.1%ICU Level of Service B Analysis Period (min)15 APPENDIX G CAPACITY ANALYSIS CALCULATIONS PISGAH COVERED BRIDGE ROAD & MIDDLE SCHOOL DRIVE 2 HCM 6th TWSC 2021 Existing AM 3: MS Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 7.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 147 4 4 145 4 213 Future Vol, veh/h 147 4 4 145 4 213 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 86 50 50 86 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 171 8 8 169 8 426 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 179 0 360 175 Stage 1 ---- 175 - Stage 2 ---- 185 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 1409 - 643 874 Stage 1 ---- 860 - Stage 2 ---- 852 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1409 - 639 874 Mov Cap-2 Maneuver ---- 639 - Stage 1 ---- 860 - Stage 2 ---- 847 - Approach EB WB NB HCM Control Delay, s 0 0.3 13.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)868 -- 1409 - HCM Lane V/C Ratio 0.5 -- 0.006 - HCM Control Delay (s)13.2 -- 7.6 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)2.9 --0 - HCM 6th TWSC 2021 Existing PM 3: MS Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 7.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 197 4 4 109 5 200 Future Vol, veh/h 197 4 4 109 5 200 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 89 90 90 90 50 50 Heavy Vehicles, %2 0 0 2 2 2 Mvmt Flow 221 4 4 121 10 400 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 225 0 352 223 Stage 1 ---- 223 - Stage 2 ---- 129 - Critical Hdwy -- 4.1 - 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy -- 2.2 - 3.518 3.318 Pot Cap-1 Maneuver -- 1356 - 646 817 Stage 1 ---- 814 - Stage 2 ---- 897 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1356 - 644 817 Mov Cap-2 Maneuver ---- 644 - Stage 1 ---- 814 - Stage 2 ---- 894 - Approach EB WB NB HCM Control Delay, s 0 0.3 13.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)812 -- 1356 - HCM Lane V/C Ratio 0.505 -- 0.003 - HCM Control Delay (s)13.9 -- 7.7 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)2.9 --0 - HCM 6th TWSC 2023 No-Build AM 3: MS Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 7.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 149 4 4 148 4 213 Future Vol, veh/h 149 4 4 148 4 213 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 86 90 90 86 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 173 4 4 172 8 426 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 177 0 355 175 Stage 1 ---- 175 - Stage 2 ---- 180 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 1411 - 647 874 Stage 1 ---- 860 - Stage 2 ---- 856 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1411 - 645 874 Mov Cap-2 Maneuver ---- 645 - Stage 1 ---- 860 - Stage 2 ---- 853 - Approach EB WB NB HCM Control Delay, s 0 0.2 13.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)868 -- 1411 - HCM Lane V/C Ratio 0.5 -- 0.003 - HCM Control Delay (s)13.2 -- 7.6 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)2.9 --0 - HCM 6th TWSC 2023 No-Build PM 3: MS Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 7.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 200 4 4 111 5 200 Future Vol, veh/h 200 4 4 111 5 200 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 89 90 90 90 50 50 Heavy Vehicles, %2 0 0 2 2 2 Mvmt Flow 225 4 4 123 10 400 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 229 0 358 227 Stage 1 ---- 227 - Stage 2 ---- 131 - Critical Hdwy -- 4.1 - 6.42 6.22 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy -- 2.2 - 3.518 3.318 Pot Cap-1 Maneuver -- 1351 - 640 812 Stage 1 ---- 811 - Stage 2 ---- 895 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1351 - 638 812 Mov Cap-2 Maneuver ---- 638 - Stage 1 ---- 811 - Stage 2 ---- 892 - Approach EB WB NB HCM Control Delay, s 0 0.3 14 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)807 -- 1351 - HCM Lane V/C Ratio 0.508 -- 0.003 - HCM Control Delay (s)14 -- 7.7 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)2.9 --0 - HCM 6th TWSC 2023 Build AM 3: Site Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 73.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 163 4 4 431 18 478 Future Vol, veh/h 163 4 4 431 18 478 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 83 50 50 62 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 196 8 8 695 36 956 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 204 0 911 200 Stage 1 ---- 200 - Stage 2 ---- 711 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 1380 - 307 ~ 846 Stage 1 ---- 838 - Stage 2 ---- 490 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1380 - 304 ~ 846 Mov Cap-2 Maneuver ---- 304 - Stage 1 ---- 838 - Stage 2 ---- 486 - Approach EB WB NB HCM Control Delay, s 0 0.1 140.5 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)795 -- 1380 - HCM Lane V/C Ratio 1.248 -- 0.006 - HCM Control Delay (s)140.5 -- 7.6 0 HCM Lane LOS F --A A HCM 95th %tile Q(veh)35.2 --0 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2023 Build PM 3: Site Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 271.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 536 4 4 111 15 394 Future Vol, veh/h 536 4 4 111 15 394 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 64 50 50 90 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 838 8 8 123 30 788 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 846 0 981 842 Stage 1 ---- 842 - Stage 2 ---- 139 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 800 - 279 ~ 367 Stage 1 ---- 426 - Stage 2 ---- 893 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 800 - 276 ~ 367 Mov Cap-2 Maneuver ---- 276 - Stage 1 ---- 426 - Stage 2 ---- 883 - Approach EB WB NB HCM Control Delay, s 0 0.6 $ 596.3 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)363 -- 800 - HCM Lane V/C Ratio 2.253 -- 0.01 - HCM Control Delay (s)$ 596.3 -- 9.5 0 HCM Lane LOS F --A A HCM 95th %tile Q(veh)61.8 --0 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2023 Build AM - Staggered Bell 3: Site Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 10.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 119 4 4 427 15 318 Future Vol, veh/h 119 4 4 427 15 318 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 81 90 90 62 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 147 4 4 689 30 636 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 151 0 846 149 Stage 1 ---- 149 - Stage 2 ---- 697 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 1442 - 335 903 Stage 1 ---- 884 - Stage 2 ---- 498 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1442 - 334 903 Mov Cap-2 Maneuver ---- 334 - Stage 1 ---- 884 - Stage 2 ---- 496 - Approach EB WB NB HCM Control Delay, s 0 0 23.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)839 -- 1442 - HCM Lane V/C Ratio 0.794 -- 0.003 - HCM Control Delay (s)23.6 -- 7.5 0 HCM Lane LOS C --A A HCM 95th %tile Q(veh)8.3 --0 - HCM 6th TWSC 2023 Build PM - Staggered Bell 3: Site Drive 2 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 69 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 495 4 4 111 11 244 Future Vol, veh/h 495 4 4 111 11 244 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 62 90 90 90 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 798 4 4 123 22 488 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 802 0 931 800 Stage 1 ---- 800 - Stage 2 ---- 131 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 830 - 299 ~ 388 Stage 1 ---- 446 - Stage 2 ---- 900 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 830 - 298 ~ 388 Mov Cap-2 Maneuver ---- 298 - Stage 1 ---- 446 - Stage 2 ---- 896 - Approach EB WB NB HCM Control Delay, s 0 0.3 194.8 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)383 -- 830 - HCM Lane V/C Ratio 1.332 -- 0.005 - HCM Control Delay (s)194.8 -- 9.4 0 HCM Lane LOS F --A A HCM 95th %tile Q(veh)23.9 --0 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX H CAPACITY ANALYSIS CALCULATIONS PISGAH COVERED BRIDGE ROAD & MIDDLE SCHOOL DRIVE 3 HCM 6th TWSC 2021 Existing AM 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 147 4 6 143 4 4 Future Vol, veh/h 147 4 6 143 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 86 50 50 87 50 50 Heavy Vehicles, %2 100 100 2 0 0 Mvmt Flow 171 8 12 164 8 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 179 0 363 175 Stage 1 ---- 175 - Stage 2 ---- 188 - Critical Hdwy -- 5.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 3.1 - 3.5 3.3 Pot Cap-1 Maneuver -- 972 - 640 874 Stage 1 ---- 860 - Stage 2 ---- 849 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 972 - 631 874 Mov Cap-2 Maneuver ---- 631 - Stage 1 ---- 860 - Stage 2 ---- 837 - Approach EB WB NB HCM Control Delay, s 0 0.6 10 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)733 -- 972 - HCM Lane V/C Ratio 0.022 -- 0.012 - HCM Control Delay (s)10 -- 8.8 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)0.1 --0 - HCM 6th TWSC 2021 Existing PM 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 197 4 4 114 4 4 Future Vol, veh/h 197 4 4 114 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 89 50 50 86 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 221 8 8 133 8 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 229 0 374 225 Stage 1 ---- 225 - Stage 2 ---- 149 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 1351 - 631 819 Stage 1 ---- 817 - Stage 2 ---- 884 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1351 - 627 819 Mov Cap-2 Maneuver ---- 627 - Stage 1 ---- 817 - Stage 2 ---- 879 - Approach EB WB NB HCM Control Delay, s 0 0.4 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)710 -- 1351 - HCM Lane V/C Ratio 0.023 -- 0.006 - HCM Control Delay (s)10.2 -- 7.7 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)0.1 --0 - HCM 6th TWSC 2023 No-Build AM 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 149 4 6 146 4 4 Future Vol, veh/h 149 4 6 146 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 86 50 50 87 50 50 Heavy Vehicles, %2 100 100 2 0 0 Mvmt Flow 173 8 12 168 8 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 181 0 369 177 Stage 1 ---- 177 - Stage 2 ---- 192 - Critical Hdwy -- 5.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 3.1 - 3.5 3.3 Pot Cap-1 Maneuver -- 970 - 635 871 Stage 1 ---- 859 - Stage 2 ---- 845 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 970 - 626 871 Mov Cap-2 Maneuver ---- 626 - Stage 1 ---- 859 - Stage 2 ---- 833 - Approach EB WB NB HCM Control Delay, s 0 0.6 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)728 -- 970 - HCM Lane V/C Ratio 0.022 -- 0.012 - HCM Control Delay (s)10.1 -- 8.8 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)0.1 --0 - HCM 6th TWSC 2023 No-Build PM 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 200 4 4 116 4 4 Future Vol, veh/h 200 4 4 116 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 89 50 50 86 50 50 Heavy Vehicles, %2 0 0 2 0 0 Mvmt Flow 225 8 8 135 8 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 233 0 380 229 Stage 1 ---- 229 - Stage 2 ---- 151 - Critical Hdwy -- 4.1 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.2 - 3.5 3.3 Pot Cap-1 Maneuver -- 1346 - 626 815 Stage 1 ---- 814 - Stage 2 ---- 882 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1346 - 622 815 Mov Cap-2 Maneuver ---- 622 - Stage 1 ---- 814 - Stage 2 ---- 877 - Approach EB WB NB HCM Control Delay, s 0 0.4 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)706 -- 1346 - HCM Lane V/C Ratio 0.023 -- 0.006 - HCM Control Delay (s)10.2 -- 7.7 0 HCM Lane LOS B --A A HCM 95th %tile Q(veh)0.1 --0 - HCM 6th TWSC 2023 Build AM 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 6.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 163 16 289 160 4 4 Future Vol, veh/h 163 16 289 160 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 83 50 50 84 50 50 Heavy Vehicles, %2 6 4 2 0 0 Mvmt Flow 196 32 578 190 8 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 228 0 1558 212 Stage 1 ---- 212 - Stage 2 ---- 1346 - Critical Hdwy -- 4.14 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.236 - 3.5 3.3 Pot Cap-1 Maneuver -- 1328 - 125 833 Stage 1 ---- 828 - Stage 2 ---- 245 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1328 - 64 833 Mov Cap-2 Maneuver ----64 - Stage 1 ---- 828 - Stage 2 ---- 126 - Approach EB WB NB HCM Control Delay, s 0 7.4 39.9 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)119 -- 1328 - HCM Lane V/C Ratio 0.134 -- 0.435 - HCM Control Delay (s)39.9 -- 9.8 0 HCM Lane LOS E --A A HCM 95th %tile Q(veh)0.5 -- 2.3 - HCM 6th TWSC 2023 Build PM 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 21.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 4 4 126 18 326 Future Vol, veh/h 210 4 4 126 18 326 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 87 50 50 83 50 50 Heavy Vehicles, %0 0 0 0 6 4 Mvmt Flow 241 8 8 152 36 652 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 249 0 413 245 Stage 1 ---- 245 - Stage 2 ---- 168 - Critical Hdwy -- 4.1 - 6.46 6.24 Critical Hdwy Stg 1 ---- 5.46 - Critical Hdwy Stg 2 ---- 5.46 - Follow-up Hdwy -- 2.2 - 3.554 3.336 Pot Cap-1 Maneuver -- 1328 - 588 789 Stage 1 ---- 786 - Stage 2 ---- 852 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1328 - 584 789 Mov Cap-2 Maneuver ---- 584 - Stage 1 ---- 786 - Stage 2 ---- 846 - Approach EB WB NB HCM Control Delay, s 0 0.4 34.3 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)775 -- 1328 - HCM Lane V/C Ratio 0.888 -- 0.006 - HCM Control Delay (s)34.3 -- 7.7 0 HCM Lane LOS D --A A HCM 95th %tile Q(veh)11.5 --0 - HCM 6th TWSC 2023 Build AM - Staggered Bell 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 6.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 119 15 285 157 4 4 Future Vol, veh/h 119 15 285 157 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 81 50 50 84 50 50 Heavy Vehicles, %2 6 4 2 0 0 Mvmt Flow 147 30 570 187 8 8 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 177 0 1489 162 Stage 1 ---- 162 - Stage 2 ---- 1327 - Critical Hdwy -- 4.14 - 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy -- 2.236 - 3.5 3.3 Pot Cap-1 Maneuver -- 1387 - 138 888 Stage 1 ---- 872 - Stage 2 ---- 250 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1387 - 75 888 Mov Cap-2 Maneuver ----75 - Stage 1 ---- 872 - Stage 2 ---- 135 - Approach EB WB NB HCM Control Delay, s 0 7.1 34.5 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)138 -- 1387 - HCM Lane V/C Ratio 0.116 -- 0.411 - HCM Control Delay (s)34.5 -- 9.4 0 HCM Lane LOS D --A A HCM 95th %tile Q(veh)0.4 -- 2.1 - HCM 6th TWSC 2023 Build PM - Staggered Bell 4: MS Drive 3 & Pisgah Covered Bridge Road Timing Plan: Peak Hour Uwharrie Charter Academy HS - Asheboro, NC Synchro 10 Report RKA Page 1 Intersection Int Delay, s/veh 18.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 169 4 4 122 18 326 Future Vol, veh/h 169 4 4 122 18 326 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 86 50 50 83 50 50 Heavy Vehicles, %2 0 0 2 6 4 Mvmt Flow 197 8 8 147 36 652 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 205 0 364 201 Stage 1 ---- 201 - Stage 2 ---- 163 - Critical Hdwy -- 4.1 - 6.46 6.24 Critical Hdwy Stg 1 ---- 5.46 - Critical Hdwy Stg 2 ---- 5.46 - Follow-up Hdwy -- 2.2 - 3.554 3.336 Pot Cap-1 Maneuver -- 1378 - 627 835 Stage 1 ---- 823 - Stage 2 ---- 856 - Platoon blocked, %--- Mov Cap-1 Maneuver -- 1378 - 623 835 Mov Cap-2 Maneuver ---- 623 - Stage 1 ---- 823 - Stage 2 ---- 851 - Approach EB WB NB HCM Control Delay, s 0 0.4 27.7 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)820 -- 1378 - HCM Lane V/C Ratio 0.839 -- 0.006 - HCM Control Delay (s)27.7 -- 7.6 0 HCM Lane LOS D --A A HCM 95th %tile Q(veh)9.8 --0 - APPENDIX I SIMTRAFFIC QUEUING REPORTS Queuing and Blocking Report Peak Hour 2021 Existing AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB SB Directions Served L R LT TR Maximum Queue (ft)198 131 114 20 Average Queue (ft)76 73 39 1 95th Queue (ft)163 128 96 9 Link Distance (ft)1174 2004 1088 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)150 Storage Blk Time (%)4 0 Queuing Penalty (veh)20 0 Intersection: 2: US 220 Business & MS Drive 1 Movement EB EB NB NB SB Directions Served L R L T TR Maximum Queue (ft)202 200 300 1054 52 Average Queue (ft)113 36 292 762 16 95th Queue (ft)205 144 335 1366 40 Link Distance (ft)1066 1002 2004 Upstream Blk Time (%)35 Queuing Penalty (veh)0 Storage Bay Dist (ft)100 200 Storage Blk Time (%)56 88 Queuing Penalty (veh)4 324 Intersection: 3: MS Drive 2 & Pisgah Covered Bridge Road Movement NB Directions Served LR Maximum Queue (ft)222 Average Queue (ft)120 95th Queue (ft)205 Link Distance (ft)1038 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2021 Existing AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement NB Directions Served LR Maximum Queue (ft)26 Average Queue (ft)8 95th Queue (ft)28 Link Distance (ft)983 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 348 Queuing and Blocking Report Peak Hour 2021 Existing PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB Directions Served L R LT Maximum Queue (ft)255 250 89 Average Queue (ft)116 129 19 95th Queue (ft)238 226 66 Link Distance (ft)1174 2004 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)150 Storage Blk Time (%)18 13 Queuing Penalty (veh)76 27 Intersection: 2: US 220 Business & MS Drive 1 Movement EB EB NB NB SB Directions Served L R L T TR Maximum Queue (ft)31 52 159 46 22 Average Queue (ft)10 8 71 3 4 95th Queue (ft)32 34 139 22 18 Link Distance (ft)1066 1002 2004 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 200 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: MS Drive 2 & Pisgah Covered Bridge Road Movement WB NB Directions Served LT LR Maximum Queue (ft)51 225 Average Queue (ft)5 107 95th Queue (ft)29 170 Link Distance (ft)1174 1038 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2021 Existing PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement NB Directions Served LR Maximum Queue (ft)26 Average Queue (ft)12 95th Queue (ft)32 Link Distance (ft)983 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 103 Queuing and Blocking Report Peak Hour 2023 No-Build AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB Directions Served L R LT Maximum Queue (ft)284 250 144 Average Queue (ft)115 118 50 95th Queue (ft)238 221 124 Link Distance (ft)1174 2004 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)150 Storage Blk Time (%)13 2 Queuing Penalty (veh)58 3 Intersection: 2: US 220 Business & MS Drive 1 Movement EB EB NB NB SB Directions Served L R L T TR Maximum Queue (ft)53 31 300 1017 51 Average Queue (ft)9 10 239 433 23 95th Queue (ft)33 34 362 1194 53 Link Distance (ft)1066 1002 2004 Upstream Blk Time (%)20 Queuing Penalty (veh)0 Storage Bay Dist (ft)100 200 Storage Blk Time (%)54 0 Queuing Penalty (veh)205 1 Intersection: 3: MS Drive 2 & Pisgah Covered Bridge Road Movement NB Directions Served LR Maximum Queue (ft)207 Average Queue (ft)130 95th Queue (ft)205 Link Distance (ft)1038 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 No-Build AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement NB Directions Served LR Maximum Queue (ft)26 Average Queue (ft)5 95th Queue (ft)22 Link Distance (ft)983 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 266 Queuing and Blocking Report Peak Hour 2023 No-Build PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB Directions Served L R LT Maximum Queue (ft)1071 250 73 Average Queue (ft)419 191 18 95th Queue (ft)1007 311 61 Link Distance (ft)1174 2004 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)150 Storage Blk Time (%)55 27 Queuing Penalty (veh)235 59 Intersection: 2: US 220 Business & MS Drive 1 Movement EB EB NB SB Directions Served L R L TR Maximum Queue (ft)31 52 155 45 Average Queue (ft)5 10 58 4 95th Queue (ft)23 37 116 24 Link Distance (ft)1066 2004 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 200 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: MS Drive 2 & Pisgah Covered Bridge Road Movement WB NB Directions Served LT LR Maximum Queue (ft)51 196 Average Queue (ft)3 115 95th Queue (ft)24 178 Link Distance (ft)1174 1038 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 No-Build PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement WB NB Directions Served LT LR Maximum Queue (ft)31 46 Average Queue (ft)2 13 95th Queue (ft)15 38 Link Distance (ft)302 983 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 294 Queuing and Blocking Report Peak Hour 2023 Build AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB SB Directions Served L R LT TR Maximum Queue (ft)1147 250 825 1096 Average Queue (ft)1147 146 266 541 95th Queue (ft)1147 344 824 1395 Link Distance (ft)1147 1906 1088 Upstream Blk Time (%)93 39 Queuing Penalty (veh)1077 0 Storage Bay Dist (ft)150 Storage Blk Time (%)46 56 Queuing Penalty (veh)393 174 Intersection: 2: US 220 Business & Site Drive 1 Movement NB NB SB Directions Served L T TR Maximum Queue (ft)300 1029 1906 Average Queue (ft)283 999 1333 95th Queue (ft)297 1095 2598 Link Distance (ft)1014 1906 Upstream Blk Time (%)85 53 Queuing Penalty (veh)0 680 Storage Bay Dist (ft)200 Storage Blk Time (%)97 Queuing Penalty (veh)711 Intersection: 3: Site Drive 2 & Pisgah Covered Bridge Road Movement EB WB NB Directions Served TR LT LR Maximum Queue (ft)295 29 287 Average Queue (ft)286 2 276 95th Queue (ft)291 14 282 Link Distance (ft)284 1147 212 Upstream Blk Time (%)88 99 Queuing Penalty (veh)179 981 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement EB WB NB Directions Served TR LT LR Maximum Queue (ft)1589 292 146 Average Queue (ft)741 56 89 95th Queue (ft)1458 203 174 Link Distance (ft)1654 284 418 Upstream Blk Time (%)0 Queuing Penalty (veh)2 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 123: Site Drive 1 Movement WB NB B129 Directions Served T T T Maximum Queue (ft)814 324 221 Average Queue (ft)790 298 188 95th Queue (ft)862 391 309 Link Distance (ft)807 254 216 Upstream Blk Time (%)81 87 82 Queuing Penalty (veh)906 485 460 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 124: Site Drive 1 Movement WB Directions Served TR Maximum Queue (ft)331 Average Queue (ft)294 95th Queue (ft)450 Link Distance (ft)331 Upstream Blk Time (%)83 Queuing Penalty (veh)932 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 3 Intersection: 125: Site Drive 1 & Start of Unloading Zone Movement EB WB Directions Served R L Maximum Queue (ft)30 134 Average Queue (ft)4 21 95th Queue (ft)21 91 Link Distance (ft)166 86 Upstream Blk Time (%)3 Queuing Penalty (veh)14 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 127: Site Drive 1 & End of Unloading Zone Movement EB SB Directions Served R T Maximum Queue (ft)50 118 Average Queue (ft)12 54 95th Queue (ft)34 105 Link Distance (ft)257 114 Upstream Blk Time (%)4 Queuing Penalty (veh)20 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 130: Site Drive 1/Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)313 99 Average Queue (ft)290 87 95th Queue (ft)372 95 Link Distance (ft)308 86 Upstream Blk Time (%)85 91 Queuing Penalty (veh)240 509 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 4 Intersection: 131: Movement NB Directions Served TR Maximum Queue (ft)50 Average Queue (ft)35 95th Queue (ft)57 Link Distance (ft)39 Upstream Blk Time (%)85 Queuing Penalty (veh)480 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 133: Parking Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 135: Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)126 305 Average Queue (ft)109 295 95th Queue (ft)131 310 Link Distance (ft)108 243 Upstream Blk Time (%)90 95 Queuing Penalty (veh)137 800 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 9181 Queuing and Blocking Report Peak Hour 2023 Build PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB SB Directions Served L R LT TR Maximum Queue (ft)1156 250 70 1093 Average Queue (ft)1149 248 8 293 95th Queue (ft)1157 254 39 1026 Link Distance (ft)1147 1906 1088 Upstream Blk Time (%)48 16 Queuing Penalty (veh)788 0 Storage Bay Dist (ft)150 Storage Blk Time (%)36 78 Queuing Penalty (veh)435 362 Intersection: 2: US 220 Business & Site Drive 1 Movement NB NB SB Directions Served L T TR Maximum Queue (ft)300 1029 1920 Average Queue (ft)287 1019 1115 95th Queue (ft)302 1042 2457 Link Distance (ft)1014 1906 Upstream Blk Time (%)88 32 Queuing Penalty (veh)0 559 Storage Bay Dist (ft)200 Storage Blk Time (%)100 Queuing Penalty (veh)296 Intersection: 3: Site Drive 2 & Pisgah Covered Bridge Road Movement EB WB NB Directions Served TR LT LR Maximum Queue (ft)294 28 287 Average Queue (ft)284 2 284 95th Queue (ft)300 13 288 Link Distance (ft)284 1147 212 Upstream Blk Time (%)48 100 Queuing Penalty (veh)431 818 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement EB NB Directions Served TR LR Maximum Queue (ft)855 470 Average Queue (ft)223 443 95th Queue (ft)656 461 Link Distance (ft)1654 418 Upstream Blk Time (%)100 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 123: Site Drive 1 Movement WB NB B129 Directions Served T T T Maximum Queue (ft)813 324 229 Average Queue (ft)672 306 145 95th Queue (ft)1094 349 314 Link Distance (ft)807 254 216 Upstream Blk Time (%)59 100 46 Queuing Penalty (veh)396 410 188 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 124: Site Drive 1 Movement WB Directions Served TR Maximum Queue (ft)339 Average Queue (ft)297 95th Queue (ft)450 Link Distance (ft)331 Upstream Blk Time (%)79 Queuing Penalty (veh)529 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 3 Intersection: 125: Site Drive 1 & Start of Unloading Zone Movement EB WB Directions Served R L Maximum Queue (ft)31 146 Average Queue (ft)8 56 95th Queue (ft)26 160 Link Distance (ft)166 86 Upstream Blk Time (%)33 Queuing Penalty (veh)134 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 127: Site Drive 1 & End of Unloading Zone Movement SB Directions Served T Maximum Queue (ft)120 Average Queue (ft)56 95th Queue (ft)150 Link Distance (ft)114 Upstream Blk Time (%)33 Queuing Penalty (veh)137 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 130: Site Drive 1/Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)311 101 Average Queue (ft)297 88 95th Queue (ft)326 94 Link Distance (ft)308 86 Upstream Blk Time (%)62 88 Queuing Penalty (veh)81 358 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 4 Intersection: 131: Movement NB Directions Served TR Maximum Queue (ft)53 Average Queue (ft)24 95th Queue (ft)58 Link Distance (ft)39 Upstream Blk Time (%)60 Queuing Penalty (veh)158 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 133: Parking Movement EB SB Directions Served T L Maximum Queue (ft)78 97 Average Queue (ft)65 97 95th Queue (ft)72 97 Link Distance (ft)99 106 Upstream Blk Time (%)100 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 135: Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)171 305 Average Queue (ft)158 295 95th Queue (ft)164 307 Link Distance (ft)102 243 Upstream Blk Time (%)100 100 Queuing Penalty (veh)278 540 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 6899 Queuing and Blocking Report Peak Hour 2023 Build AM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB SB Directions Served L R LT TR Maximum Queue (ft)1161 250 1850 1101 Average Queue (ft)1148 61 954 200 95th Queue (ft)1154 228 2068 818 Link Distance (ft)1147 1906 1088 Upstream Blk Time (%)95 7 Queuing Penalty (veh)741 0 Storage Bay Dist (ft)150 Storage Blk Time (%)80 24 Queuing Penalty (veh)272 46 Intersection: 2: US 220 Business & Site Drive 1 Movement NB NB SB SB Directions Served L T T R Maximum Queue (ft)350 1029 1906 108 Average Queue (ft)317 775 891 64 95th Queue (ft)383 1454 2231 150 Link Distance (ft)1014 1906 Upstream Blk Time (%)59 21 Queuing Penalty (veh)0 130 Storage Bay Dist (ft)250 100 Storage Blk Time (%)76 0 58 Queuing Penalty (veh)558 0 653 Intersection: 3: Site Drive 2 & Pisgah Covered Bridge Road Movement EB NB Directions Served TR LR Maximum Queue (ft)288 287 Average Queue (ft)277 280 95th Queue (ft)328 283 Link Distance (ft)284 212 Upstream Blk Time (%)84 100 Queuing Penalty (veh)130 665 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement EB WB NB Directions Served TR LT LR Maximum Queue (ft)1107 181 167 Average Queue (ft)525 58 93 95th Queue (ft)1104 152 202 Link Distance (ft)1654 284 418 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 123: Site Drive 1 Movement WB WB NB B127 Directions Served T T T T Maximum Queue (ft)814 870 324 217 Average Queue (ft)607 645 311 202 95th Queue (ft)1098 1177 346 291 Link Distance (ft)806 806 254 216 Upstream Blk Time (%)61 61 91 88 Queuing Penalty (veh)213 213 509 494 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 124: Site Drive 1 Movement WB WB Directions Served T TR Maximum Queue (ft)325 324 Average Queue (ft)270 270 95th Queue (ft)447 447 Link Distance (ft)317 317 Upstream Blk Time (%)78 79 Queuing Penalty (veh)273 276 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 3 Intersection: 125: Site Drive 1 & Start of Unloading Zone Movement WB WB Directions Served L L Maximum Queue (ft)155 138 Average Queue (ft)137 119 95th Queue (ft)183 148 Link Distance (ft)87 87 Upstream Blk Time (%)87 87 Queuing Penalty (veh)242 242 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 126: Site Drive 1 & End of Unloading Zone Movement SB Directions Served T Maximum Queue (ft)124 Average Queue (ft)105 95th Queue (ft)138 Link Distance (ft)109 Upstream Blk Time (%)88 Queuing Penalty (veh)492 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 128: Site Drive 1/Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)30 78 Average Queue (ft)17 71 95th Queue (ft)26 88 Link Distance (ft)291 74 Upstream Blk Time (%)93 Queuing Penalty (veh)518 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 4 Intersection: 129: Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)108 300 Average Queue (ft)106 287 95th Queue (ft)116 293 Link Distance (ft)108 243 Upstream Blk Time (%)91 95 Queuing Penalty (veh)35 593 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 130: Parking Movement EB Directions Served LT Maximum Queue (ft)90 Average Queue (ft)72 95th Queue (ft)104 Link Distance (ft)105 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 133: Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 7298 Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB Directions Served L R LT Maximum Queue (ft)1161 250 25 Average Queue (ft)1146 250 5 95th Queue (ft)1167 250 21 Link Distance (ft)1147 1906 Upstream Blk Time (%)19 Queuing Penalty (veh)245 Storage Bay Dist (ft)150 Storage Blk Time (%)65 71 Queuing Penalty (veh)450 249 Intersection: 2: US 220 Business & Site Drive 1 Movement NB NB SB Directions Served L T R Maximum Queue (ft)350 1029 56 Average Queue (ft)345 864 4 95th Queue (ft)370 1355 27 Link Distance (ft)1014 Upstream Blk Time (%)64 Queuing Penalty (veh)0 Storage Bay Dist (ft)250 100 Storage Blk Time (%)92 Queuing Penalty (veh)273 Intersection: 3: Site Drive 2 & Pisgah Covered Bridge Road Movement EB WB NB Directions Served TR LT LR Maximum Queue (ft)294 30 287 Average Queue (ft)211 4 282 95th Queue (ft)359 20 287 Link Distance (ft)284 1147 212 Upstream Blk Time (%)12 100 Queuing Penalty (veh)106 510 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement EB NB Directions Served TR LR Maximum Queue (ft)118 481 Average Queue (ft)16 423 95th Queue (ft)82 503 Link Distance (ft)1654 418 Upstream Blk Time (%)61 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 123: Site Drive 1 Movement WB WB NB B127 Directions Served T T T T Maximum Queue (ft)815 864 324 223 Average Queue (ft)265 271 288 173 95th Queue (ft)752 780 395 316 Link Distance (ft)806 806 254 216 Upstream Blk Time (%)11 12 80 71 Queuing Penalty (veh)27 28 326 293 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 124: Site Drive 1 Movement WB WB Directions Served T TR Maximum Queue (ft)320 328 Average Queue (ft)177 182 95th Queue (ft)425 425 Link Distance (ft)317 317 Upstream Blk Time (%)39 40 Queuing Penalty (veh)92 94 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 3 Intersection: 125: Site Drive 1 & Start of Unloading Zone Movement WB WB Directions Served L L Maximum Queue (ft)157 138 Average Queue (ft)115 103 95th Queue (ft)192 169 Link Distance (ft)87 87 Upstream Blk Time (%)62 71 Queuing Penalty (veh)126 144 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 126: Site Drive 1 & End of Unloading Zone Movement EB SB Directions Served R T Maximum Queue (ft)30 119 Average Queue (ft)4 82 95th Queue (ft)19 163 Link Distance (ft)257 109 Upstream Blk Time (%)70 Queuing Penalty (veh)289 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 128: Site Drive 1/Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)138 124 Average Queue (ft)91 89 95th Queue (ft)146 114 Link Distance (ft)291 74 Upstream Blk Time (%)91 Queuing Penalty (veh)371 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 4 Intersection: 129: Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)105 305 Average Queue (ft)101 295 95th Queue (ft)109 306 Link Distance (ft)102 243 Upstream Blk Time (%)90 95 Queuing Penalty (veh)63 419 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 130: Parking Movement EB SB Directions Served T L Maximum Queue (ft)29 110 Average Queue (ft)13 86 95th Queue (ft)24 122 Link Distance (ft)99 106 Upstream Blk Time (%)65 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 133: Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 4105 Queuing and Blocking Report Peak Hour 2023 Build AM - Stagger and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB NB SB Directions Served L R L T TR Maximum Queue (ft)504 250 350 457 875 Average Queue (ft)150 155 180 132 514 95th Queue (ft)379 257 302 319 874 Link Distance (ft)1134 1897 1096 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)150 250 Storage Blk Time (%)1 19 7 1 Queuing Penalty (veh)2 38 21 6 Intersection: 2: US 220 Business & Site Drive 1 Movement NB NB Directions Served L T Maximum Queue (ft)300 1029 Average Queue (ft)299 976 95th Queue (ft)303 1215 Link Distance (ft)1014 Upstream Blk Time (%)65 Queuing Penalty (veh)0 Storage Bay Dist (ft)200 Storage Blk Time (%)96 Queuing Penalty (veh)702 Intersection: 3: Site Drive 2 & Pisgah Covered Bridge Road Movement NB Directions Served LR Maximum Queue (ft)245 Average Queue (ft)129 95th Queue (ft)222 Link Distance (ft)212 Upstream Blk Time (%)1 Queuing Penalty (veh)5 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM - Stagger and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement WB NB Directions Served LT LR Maximum Queue (ft)169 20 Average Queue (ft)75 7 95th Queue (ft)147 22 Link Distance (ft)284 418 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 123: Site Drive 1 Movement WB WB NB Directions Served T T T Maximum Queue (ft)103 126 230 Average Queue (ft)69 74 139 95th Queue (ft)95 111 219 Link Distance (ft)806 806 254 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 124: Site Drive 1 Movement WB Directions Served TR Maximum Queue (ft)31 Average Queue (ft)4 95th Queue (ft)21 Link Distance (ft)317 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM - Stagger and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 3 Intersection: 125: Site Drive 1 & Start of Unloading Zone Movement WB WB Directions Served L L Maximum Queue (ft)77 80 Average Queue (ft)52 53 95th Queue (ft)72 73 Link Distance (ft)87 87 Upstream Blk Time (%)0 0 Queuing Penalty (veh)0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 126: Site Drive 1 & End of Unloading Zone Movement SB Directions Served T Maximum Queue (ft)77 Average Queue (ft)13 95th Queue (ft)52 Link Distance (ft)109 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 128: Site Drive 1/Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)73 32 Average Queue (ft)39 6 95th Queue (ft)70 27 Link Distance (ft)291 74 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build AM - Stagger and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 4 Intersection: 129: Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)43 57 Average Queue (ft)9 4 95th Queue (ft)31 27 Link Distance (ft)108 243 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 130: Parking Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 133: Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 774 Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 1 Intersection: 1: US 220 Business & Pisgah Covered Bridge Road Movement EB EB NB NB SB Directions Served L R L T TR Maximum Queue (ft)294 250 53 136 581 Average Queue (ft)136 202 12 59 358 95th Queue (ft)278 267 45 120 552 Link Distance (ft)1134 1897 1096 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)150 250 Storage Blk Time (%)3 20 Queuing Penalty (veh)23 71 Intersection: 2: US 220 Business & Site Drive 1 Movement NB NB Directions Served L T Maximum Queue (ft)300 1029 Average Queue (ft)287 838 95th Queue (ft)363 1350 Link Distance (ft)1014 Upstream Blk Time (%)54 Queuing Penalty (veh)0 Storage Bay Dist (ft)200 Storage Blk Time (%)90 Queuing Penalty (veh)267 Intersection: 3: Site Drive 2 & Pisgah Covered Bridge Road Movement WB NB Directions Served LT LR Maximum Queue (ft)92 287 Average Queue (ft)17 287 95th Queue (ft)70 287 Link Distance (ft)1134 212 Upstream Blk Time (%)100 Queuing Penalty (veh)510 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 2 Intersection: 4: MS Drive 3 & Pisgah Covered Bridge Road Movement NB Directions Served LR Maximum Queue (ft)471 Average Queue (ft)441 95th Queue (ft)474 Link Distance (ft)418 Upstream Blk Time (%)60 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 123: Site Drive 1 Movement WB WB NB B127 Directions Served T T T T Maximum Queue (ft)121 81 324 226 Average Queue (ft)57 56 222 43 95th Queue (ft)97 82 378 169 Link Distance (ft)806 806 254 216 Upstream Blk Time (%)34 8 Queuing Penalty (veh)139 32 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 124: Site Drive 1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 3 Intersection: 125: Site Drive 1 & Start of Unloading Zone Movement EB WB WB Directions Served R L L Maximum Queue (ft)31 79 157 Average Queue (ft)2 48 54 95th Queue (ft)15 71 105 Link Distance (ft)166 87 87 Upstream Blk Time (%)0 0 Queuing Penalty (veh)0 1 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 126: Site Drive 1 & End of Unloading Zone Movement EB SB Directions Served R T Maximum Queue (ft)30 98 Average Queue (ft)2 14 95th Queue (ft)15 61 Link Distance (ft)257 109 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 128: Site Drive 1/Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)221 126 Average Queue (ft)108 83 95th Queue (ft)250 157 Link Distance (ft)291 74 Upstream Blk Time (%)48 Queuing Penalty (veh)197 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Peak Hour 2023 Build PM - Staggered Bell and Signal 10/01/2021 Uwharrie Charter Academy HS - Asheboro, NC SimTraffic Report RKA Page 4 Intersection: 129: Site Drive 2 Movement EB NB Directions Served L T Maximum Queue (ft)107 305 Average Queue (ft)96 298 95th Queue (ft)136 330 Link Distance (ft)102 243 Upstream Blk Time (%)89 88 Queuing Penalty (veh)62 385 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 130: Parking Movement EB B132 SB Directions Served T T L Maximum Queue (ft)148 112 105 Average Queue (ft)106 28 81 95th Queue (ft)189 85 122 Link Distance (ft)99 232 106 Upstream Blk Time (%)63 68 Queuing Penalty (veh)22 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 133: Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1709 APPENDIX J STAGGERED BELL SCHEDULE INFORMATION 2021 Existing Peak Hour Traffic - Only 25% MS Trips Unsignalized Intersection Weekday AM / School PM Peak Hour TrafficX / Y LEGEND 97/90169/34144/19281/24289/12667/80 141/1090/0 1/153/50103/1560/0 140/1102/0 103/1560/0 19/9219/41252/24326/2610/0 0/00/00/0Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale Pisgah Covered Bridge Road 220 BUS MS Drive 1MSDrive 3MSDrive 2 2023 No-Build Peak Hour Traffic - Only 25% MS Trips Unsignalized Intersection Weekday AM / School PM Peak Hour TrafficX / Y LEGEND 99/92172/34845/19287/24791/12867/81 144/1110/0 1/153/50105/1590/0 143/1122/0 105/1590/0 19/9220/41752/24332/2660/0 0/00/00/0Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale Pisgah Covered Bridge Road 220 BUS MS Drive 1MSDrive 3MSDrive 2 2023 Build Peak Hour Traffic - Only 25% MS Trips Unsignalized Intersection Weekday AM / School PM Peak Hour TrafficX / Y LEGEND 173/92242/399254/19287/247161/264276/475 427/1110/0 15/11318/244119/4950/0 157/122285/0 119/16915/0 103/70415/801247/167541/2660/0 0/00/180/326Uwharrie Charter Academy High School Asheboro, NC Scale: Not to Scale Pisgah Covered Bridge Road 220 BUS MS Drive 1MSDrive 3MSDrive 2 APPENDIX K TRAFFIC MANAGEMENT PLAN September 24, 2021 Tammy Germiller Municipal & School Transportation Assistance North Carolina Department of Transportation 750 N. Greenfield Parkway Garner, NC 27529 Subject:Uwharrie Charter Academy High School – Traffic Management Plan Asheboro, North Carolina Dear Ms. Germiller, This letter provides a Traffic Management Plan (TMP) for the proposed relocation and expansion of Uwharrie Charter Academy High School to be located west of US 220 Business and south of Pisgah Covered Bridge Road, west of the existing Uwharrie Charter Academy Middle School, in Asheboro, North Carolina. This TMP was prepared in accordance with the North Carolina Department of Transportation (NCDOT) Municipal and School Transportation Assistance (MSTA) guidelines. The TIA determined potential impacts to the surrounding transportation system created by traffic generated by the proposed school, as well as recommended improvements to mitigate the impacts. These improvements are recommended to be provided prior to the initial start date for the school. Introduction The proposed development, anticipated to be operational in 2023, is expected to consist of a non-urban charter school serving grade levels 9-12, with a maximum capacity of 800 students, 97 staff members, and 13 buses. Access to the high school site will be provided via connections to the existing Uwharrie Charter Academy Middle School development.It is recommended that the middle school and proposed high school have a staggered bell schedule that are staggered by a minimum of 30 minutes in the AM and PM. Parents with children in multiple bell schedules (i.e. one 7th grade student and one 10th grade student) should pick- up/drop-off all children in one bell schedule, as designated by the school. Access to the campus consists of one (1) full movement access driveway along US 220 Business to serve entering parents, one (1) full movement access driveway along Pisgah Covered Bridge Road (eastern) to serve exiting middle school and high school parents, as well as middle school staff and middle school buses, and one (1) full movement access driveway along Pisgah Covered Bridge Road (western) to serve exiting high school staff, high school buses, and student drivers. Parents are expected to navigate through the site in a counterclockwise direction and drop-off/pick-up their child(ren) on the eastern side of the high school building along the shown loop prior to the short term/visitor parking. Based on coordination with the site civil team, Uwharrie Charter Academy High School – TMP | 2 Middle School Drive 1 will be ingress only under ultimate conditions. This driveway may provide stacking for up to two (2) ingress lanes. Parents for the existing middle school currently enter via Middle School Drive 1 along US 220 Business and navigate through the site in a clockwise direction. At the southwest corner of the middle school building, ingress parent vehicles navigate either to the east to the southern side of the building or to the north to navigate to the northern side of the building for pick-up/drop-off. On high demand days, two (2) lanes are utilized for parent stacking through the site prior to the northern/southern building split. Refer to the attached internal stacking pattern diagrams for the middle school and high school, respectively. For an 800-student capacity high school, the MSTA School Traffic Calculator indicates a maximum high demand internal stacking need of 2,600 feet for student pick-up and drop-off. This maximum high demand internal stacking length accounts for an additional 30% of extra stacking length in the MSTA School Traffic Calculator. The current site plan shows that the maximum high demand internal stacking length is exceeded, if two (2) ingress lanes are provided, and approximately 2,760 feet of internal stacking distance is provided. It should be noted that a portion of this stacking distance is shared with the existing middle school. Due to the shared driveways, it is recommended that the two (2) school bell schedules be staggered by a minimum of thirty (30) minutes to minimize overlap in parent stacking. The middle school has approximately 700 feet of stacking distance that is not shared with the high school that would be expected to store any middle school overlap during the high school peak period. Refer to the attached internal stacking pattern diagrams for the middle school and high school, respectively. Table 1 summarizes the stacking at full build-out with two (2) circulating stacking lanes on-site. Refer to Section 7.4 of the Uwharrie Charter Academy High School TIA for more internal stacking information. Table 1 – Stacking Summary SUMMARY STACKING CALCULATIONS (FEET) STACKING PROVIDED ON-SITE (FEET) STACKING PROVIDED IN ADDITION TO HIGH DEMAND (FEET)AVERAGE HIGH DEMAND Uwharrie Charter Academy High School Only* (800 Students) 2,000 2,600 2,760 +160 Uwharrie Charter Academy Middle School Only* (500 Students) 1,100**1,430**3,350***+1,920 *This does not consider any overlap of the other school on the shared campus. **These stacking lengths are from the original Uwharrie Charter Academy Middle School TIA performed by VHB in June of 2017. ***Approximately 700 feet of stacking is not shared with the proposed high school. Uwharrie Charter Academy High School – TMP | 3 On-Site School Operations All before and after school activities should be coordinated with a representative(s) of the school to determine if there is any conflict with conventional drop-off/pick-up times and operations. NCDOT’s MSTA group requires all roadways internally within the development be analyzed with a speed limit of 10 miles per hour (mph); therefore, the maximum safe speed on the campus is recommended to be 10 mph. It is recommended that the middle school and proposed high school have a staggered bell schedule that is staggered by a minimum of 30 minutes in the AM and PM. On-Site Parking High school shall park in the designated staff parking lot located on the north and south side of the high school. Middle school staff shall park in the designated staff parking lot located on the north side of the middle school. Staff members should utilize the school driveways along Pisgah Covered Bridge Road and should not enter the school campus via the school driveway along US 220 Business during peak school periods (thirty minutes before the first bell and thirty minutes after the last bell during both the AM and PM drop-off/pick- up operations). High school visitors and parents requiring additional time to unload shall park in the designated visitor parking area located after the (un)loading zone to the east of the high school building. Middle school visitors and parents requiring additional time to unload shall park in the designated visitor parking area located after the (un)loading zone to the north and/or south of the middle school building. It should be noted that parents requiring additional time to unload should navigate through the parent stacking prior to parking. Morning Drop-Off Operations The following are recommendations for operations of staff, visitor/parents, and carpool users during the morning unloading operations. It should be noted that minimal vehicles are expected to start queueing prior to the start of morning unloading operations based on typical school patterns. The queuing lanes, designated parking areas, and loading area are illustrated in the site plan. Staff: Staff is recommended to arrive a minimum of thirty (30) minutes prior to the first bell. When parking, high school staff should utilize western access point along Pisgah Covered Bridge Road to enter and exit the campus and should fill in the nearest parking spaces along the stacking lane first, located to the north of the high school. Staff should not park in short-term visitor spots. Staff member(s) should not move their vehicle until a minimum of 30 minutes after unloading operations end. Visitors/Parents: High school Visitors/Parents needing additional time to unload during morning unloading operations shall park in the designated visitor parking area located to the east of the high school building after the school loop. Middle school visitors and parents requiring additional time to unload shall park in the designated visitor parking area located after the (un)loading zone to the north and/or south of the middle school building. It should be noted that these carpool vehicles will have to traverse through the designated vehicle stacking lane prior to utilizing the designated visitor parking area. Visitors/Parents Uwharrie Charter Academy High School – TMP | 4 walking students should utilize the sidewalks and pedestrian crosswalks, as necessary, when crossing the vehicle stacking lane. Carpool Vehicles: Carpool vehicles should be organized by their designated stacking group (High School, Middle School Northern Drop-Off, and Middle School Southern Drop-Off), as possible. This may be done via windshield stickers, hanging tags, or flags, if necessary. Any changes to lane designations particularly of the middle school carpool vehicles (inner lane versus outer lane) should be coordinated with parents and students in advance. Signage and/or a staff member should be positioned at Point 1, as shown on the site plan, to direct middle school parents to the northern (inner) lane and high school parents to the southern (outer) lane. At Point 2, as shown on the site plan, signage and/or a staff member should divert high school parents to the high school loop to the east of the high school building. Middle school carpool vehicles utilizing the northern drop-off location should be in the western (outer) lane and vehicles utilizing the southern drop-off location should be in the eastern (inner) lane. Carpool vehicles should follow any and all guidance provided by staff members on-site to maximize efficiency of the unloading process. Student(s) shall unload when the vehicle comes to a complete stop within the designated drop- off/pick-up loading areas and then proceed to the school. Representative(s) of the school shall assist in directing the student(s) as needed. Five (5) vehicles shall be unloading at any given time during the morning unloading operations, per NCDOT MSTA guidelines. Additional staff members may be needed to assist carpool students when unloading more than five (5) vehicles at a time. Carpool vehicles shall leave the designated drop-off/pick-up loading area when the proceeding vehicles have unloaded and started to exit or as directed by a representative(s) of the school. It is recommended that no vehicle be allowed to pass another vehicle unless directed by a representative(s) of the school. Parents with children in multiple bell schedules (i.e. one 7th grade student and one 10th grade student) should drop-off all children in one bell schedule, as designated by the school. A staff member should walk students to the appropriate school building, as necessary. Buses: Buses are recommended to utilize the western access point along Pisgah Covered Bridge Road to navigate to the bus loop. Student(s) shall unload when the bus comes to a complete stop within the designated bus unloading area and then proceed to the school. Students: Students are recommended to utilize the western access point along Pisgah Covered Bridge Road to navigate to the student parking lot located to the south of the high school building. Students should utilize the sidewalks and pedestrian crosswalks, as necessary. It is not expected that any student should have to cross any of the parent stacking lanes. Any middle school siblings of high school student drivers should navigate first to the high school and a staff member should walk these students to the middle school entrance, as needed. Uwharrie Charter Academy High School – TMP | 5 Afternoon Pick-Up Operations The following are recommendations for operations of staff, visitor/parents, and carpool users during the afternoon loading operations. The queuing lanes, designated parking areas, and loading area are illustrated in the site plan. Staff: It is recommended that staff leave a minimum of 30 minutes after the last bell. Visitors/Parents: High school Visitors/Parents needing additional time to load during afternoon loading operations shall park in the designated visitor parking area located to the east of the high school building after the school loop. Middle school visitors and parents requiring additional time to load shall park in the designated visitor parking area located after the loading zone to the north and/or south of the middle school building. It should be noted that these carpool vehicles will have to traverse through the designated vehicle stacking lane prior to utilizing the designated visitor parking area. Visitors/Parents walking students should utilize the sidewalks and pedestrian crosswalks, as necessary, when crossing the vehicle stacking lane. All parents desiring to enter the carpool queue before school ends shall do so no more than 30 minutes prior to their child(ren)’s scheduled dismissal. Carpool Vehicles: Carpool vehicles should be organized by their designated stacking group (High School, Middle School Northern Pick-Up, and Middle School Southern Pick-Up), as possible. This may be done via windshield stickers, hanging tags, or flags, if necessary. Any changes to lane designations particularly of the middle school carpool vehicles (inner lane versus outer lane) should be coordinated with parents and students in advance. Signage and/or a staff member should be positioned at Point 1, as shown on the site plan, to direct middle school parents to the northern (inner) lane and high school parents to the southern (outer) lane. At Point 2, as shown on the site plan, signage and/or a staff member should divert high school parents to the high school loop to the east of the high school building. Middle school carpool vehicles utilizing the northern pick-up location should be in the western (outer) lane and vehicles utilizing the southern pick-up location should be in the eastern (inner) lane. Carpool vehicles should follow any and all guidance provided by staff members on-site to maximize efficiency of the loading process. Student(s) shall load when the vehicle comes to a complete stop within the designated drop-off/pick- up loading area and then proceed to the school. Representative(s) of the school shall assist in directing the student(s) as needed. Five (5) vehicles shall be loading at any given time during the afternoon loading operations, per NCDOT MSTA guidelines. Additional staff members may be needed to assist carpool students when loading more than five (5) vehicles at a time. Carpool vehicles shall leave the designated drop-off/pick-up loading area when the proceeding vehicles have loaded and started to exit or as directed by a representative(s) of the school. It is recommended that no vehicle be allowed to pass another vehicle unless directed by a representative(s) of the school. Parents with children in multiple bell schedules (i.e. one 7th grade student and one 10th grade student) should pick-up all children in one bell schedule, as designated by the school. A staff member should walk students to the appropriate school building, as necessary. Uwharrie Charter Academy High School – TMP | 6 Buses: Bus riders should be released prior to carpool students. These students shall load the buses within the designated bus loading area. It is recommended that buses be released prior to the start of parent pick-up operations during the PM. Students: Students should utilize the sidewalks and pedestrian crosswalks, as necessary. It is not expected that any student should have to cross any of the parent stacking lanes. A staff member should walk any middle school siblings of high school student drivers to the high school, as needed. High school student drivers should walk with their sibling to the high school student parking lot. Staff Requirements for Traffic Control during Unloading/Loading Operations It is recommended that a minimum of five (5) representatives of the proposed school (or officers) are present during morning and afternoon unloading and loading operations, respectively, as follows: One (1) staff member should be placed at the end of the middle school designated inner vehicle stacking lane (south of the existing middle school), just upstream of the designated drop-off/pick-up loading area, directing vehicles to enter the loading area as the proceeding vehicles have exited the (un)loading area. This staff member is responsible to oversee safety of the (un)loading area as well as maintaining efficiency of the unloading and loading process for inner middle school students. One (1) staff member should be placed at the end of the middle school designated outer vehicle stacking lane (north of the existing middle school), just upstream of the designated drop-off/pick-up loading area, directing vehicles to enter the loading area as the proceeding vehicles have exited the (un)loading area. This staff member is responsible to oversee safety of the (un)loading area as well as maintaining efficiency of the unloading and loading process for outer middle school students. One (1) staff member should be placed at the end of the high school designated vehicle stacking lane, just upstream of the designated drop-off/pick-up loading area, directing vehicles to enter the loading area as the proceeding vehicles have exited the loading area. This staff member is responsible to oversee safety of the loading area as well as maintaining efficiency of the unloading and loading process for high school students. One (1) staff member is recommended to be placed at the internal unsignalized (northbound stop- controlled) intersection at the ingress parents and egress high school parent conflict (shown on the plan as Point 1). This staff member will be responsible for directing carpool vehicles through the intersection and will be responsible for monitoring the stacking line. Should stacking exceed the distance accommodated on-site, this staff member will be responsible to implement additional mitigation options, as listed below and on the following page. One (1) staff member is recommended to walk middle school students that travel to/from the campus with their high school student driver sibling to the middle school from the high school in the AM and to the high school from the middle school in the PM. This staff member should cluster students, as needed, to minimize trips to/from the two schools. While they are not expected to be necessary, additional staff members could be placed on the sidewalk adjacent to the designated loading area to ensure students are safety unloaded/loaded out/into their vehicles. Additional staff members are anticipated to improve overall (un)loading operations. Uwharrie Charter Academy High School – TMP | 7 Mitigation Options to Improve Operations (if Necessary) Although not expected, if stacking proves to be insufficient in future conditions or if there are traffic issues within the vicinity of the site, then one (1) of, or a combination of, the following measures may be taken by the school: Additional staff members may be positioned on the sidewalk adjacent to the designated (un)loading area to ensure students are efficiently and safely (un)loaded into/out of their vehicles in a timely manner. This may expedite the (un)loading process and minimize traffic delays.[improve on- and off- site] The number of parent (un)loading bays may be increased to accommodate a larger number of pick-ups and drop-offs. Parents may be held on-site by staff members, as needed, to cluster parent vehicles. [improve on- and off-site] Parents may be encouraged to utilize centralized pick-up/drop-off bus locations off-site and/or be encouraged to carpool, as possible, via newsletter, email, or other communication methods. This may increase bus ridership and decrease total trips within the vicinity of the site. [improve on- and off-site] In case of an extreme event that requires the middle school and high school to operate under one bell schedule, parents should utilize the western driveway along Pisgah Covered Bridge Road and navigate through the student parking lot in a clockwise manner before proceeding to their respective stacking lane. This may accommodate an additional ~2,700 feet of stacking distance. This is not recommended on a typical day to avoid on-site conflict with student drivers and buses, but may be considered under rare, extreme events. Under extreme long-term circumstances, a staggered bell schedule with a minimum separation of forty-five (45) minutes during the AM and PM may be considered to be implemented between the middle school and high school to minimize peak hour trips on- and off-site should there be stacking issues that occur for an extended period of time. Parents with children in multiple bell schedules (i.e. one 7th grade student and one 10th grade student) should pick-up/drop-off all children in one bell schedule, as designated by the school. [improve on- and off-site] Although not anticipated to be needed, a portion, or all, of the above mitigation options may be considered by the school, if there are any issues at full build-out. Uwharrie Charter Academy High School – TMP | 8 Please let us know if you have any questions regarding this information. Sincerely, RAMEY KEMP & ASSOCIATES, INC. 10/22/2021 Joshua Reinke, P.E. North Carolina State Traffic Lead NC Corporate License # C-0910 Attachments: Internal Circulation Pattern Diagrams HS Car Pool Access HS Bus Access HS Student Access Updated Site Layout September 1, 2021 LEGEND Wetlands MS Bus Access MS Car Pool Access Updated Site Layout September 1, 2021 LEGEND Wetlands COUNTY OF RANDOLPH ORDER Choose the decision. SPECIAL USE PERMIT IN THE MATTER OF THE APPLICATION FOR SPECIAL USE PERMIT BY UWHARRIE GREEN SCHOOL, INC SPECIAL USE REQUEST #2022-00000324 NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD Having heard all the evidence and argument presented at the hearing on March 8, 2022, the Randolph County Planning Board finds that the application is complete, that the application complies with all of the applicable requirements of the Randolph County Unified Development Ordinance for the development proposed, and that therefore the application to make use of the property located at 5154 US Hwy 220 Bus S for the purpose indicated is hereby Choose the decision., subject to all applicable provisions of the Randolph County Unified Development Ordinance. HAVING CONSIDERED ALL THE EVIDENCE PRESENTED, THE RANDOLPH COUNTY PLANNING BOARD Choose the decision. THE APPLICATION FOR A SPECIAL USE PERMIT FOR UWHARRIE GREEN SCHOOL, INC., BASED UPON THE FOLLOWING: 1. That the use will not materially endanger the public health or safety if located where proposed and developed according to the plan as submitted and approved; 2. That the use meets all required conditions and specifications; 3. That the use will not substantially injure the value of adjoining or abutting property, or that the use is a public necessity; and 4. That the location and character of the use if developed according to the plan as submitted and approved will be in harmony with the area in which it is to be located and in general conformity with the Growth Management Plan for Randolph County. IN WITNESS WHEREOF, the Randolph County Planning Board has caused this Special Use Permit to be issued in its name and the property owners do hereby accept this Special Use Permit, together with all its conditions as binding on them and their successors in interest. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board MOTION TO APPROVE SPECIAL USE PERMIT NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to APPROVE this Special Use Permit request on the specified parcel(s) on the Special Use Permit application, based upon the sworn witness testimony that is included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, and that the use will not materially endanger the public health or safety, the use meets all required conditions and specifications, the use will not substantially injure the value of adjoining property, that the use is a public necessity and the location and character of the use if developed according to the plan(s) as submitted and approved, will be in harmony with the area and in general conformity with the Randolph County Unified Development Ordinance.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. MOTION TO DENY SPECIAL USE PERMIT NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to DENY this Special Use Permit request on the specified parcel(s) on the Special Use Permit application, based upon the sworn witness testimony that is included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, and that the use may materially endanger the public health or safety, or the use does not meet all required conditions and specifications, or the use may substantially injure the value of adjoining property, that the use is not a public necessity and the location and character of use if developed according to the plan(s) as submitted and approved, or will not be in harmony with the area and in general conformity with the Randolph County Unified Development Ordinance.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. TECHNICAL REVIEW COMMITTEE RECOMMENDATION IN THE MATTER OF THE APPLICATION FOR REZONING REQUEST #2022-00000262 The Randolph County Planning Board will hold a Legislative Hearing on the request by TERRY ALAN CROMER, Trinity, NC, and his request to rezone 32.37 acres at 2652 Old Mountain Rd, Trinity Township, Lake Reese Balance Watershed, Tax ID #6795439993 and 6795444389, Secondary Growth Area, from RA - Residential Agricultural District to CVOE- CD - Conventional Subdivision Overlay Exclusive - Conditional District. The proposed Conditional Zoning District would specifically allow a 15 lot site built subdivision as per the site plan. The Randolph County Technical Review Committee has met on the above-listed case, and after review of all applicable standards contained in the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan, the Technical Review Committee finds that this request:  Meets all technical requirements of both the Ordinance and the Plan;  Is consistent, reasonable, and in the public interest; and  Should be APPROVED by the Randolph County Planning Board. The following policies from the Randolph County Growth Management Plan were identified by the Technical Review Committee as supporting this conclusion. Policy 6.5 The protection of viable rural neighborhoods should be encouraged by compatible residential development to ensure the continued existence as a major housing source and as a reflection of the long-term quality of life in Randolph County. Policy 6.13 Conventional residential subdivisions are anticipated of similar housing characteristics to the community. PARCEL INFORMATION: ZONING INFORMATION: Zoning District 1: RA-RESIDENTIAL AGRICULTURAL DISTRICT Zoning District 2: Zoning District 3: Specialty District: N/A Watershed Name: LAKE REESE WATERSHED Class A Flood Plain On Prop?: NO Flood Plain Map #: 3710679500J Growth Management Areas:PRIMARY GROWTH AREA Growth Management Areas:SECONDARY GROWTH AREA Flood Plane Map #: Total Permit Fee: $100.00 COMMENTS: REQUESTED CHANGE: The undersigned owner/applicant do hereby make application for a PROPERTY ZONING CHANGE as allowed by the Randolph Couty Zoning Ordinance. Area To Be Rezoned: 32.3700 Lot Size Indicator: ACRE(S) Proposed Zoning District: CLOE-CD-CLUSTER SUBDIVISION OVERLAY EXCLUSIVE CONDITIONAL DISTRICT Proposed Use(S): TO ALLOW 15 LOT SITE BUILT SUBDIVISION AS PER THE SITE PLAN Condition(S): Applicant: CROMER, TERRY ALAN City, St. Zip: TRINITY, NC 27370 Address: 2648 OLD MOUNTAIN RD Owner: CROMER, TERRY ALAN Address: 2690 OLD MOUNTAIN RD City, St. Zip: TRINITY, NC 27370 Permit #: 2022-00000262 Parcel #: 6795439993 Date: 01/27/2022 Location Address: 2652 OLD MOUNTAIN RD TRINITY, NC 27370 Permit Type Code: PZ 2 CONTACT NAME:CROMER, TERRY ALAN Contact Phone:336 259-7703 Acreage: Township:32.2500 19 - TRINITY Subdivsion: Lot number: Timothy Mangum Authorized County Official Signature of Applicant: APPLICATION FOR ZONING CHANGE Page: 1 of 1 - LOCAL TELEPHONE NUMBER - Asheboro: (336) 318-6565 - Archdale/Trinity: (336) 819-3565 http://www.randolphcountync.gov COUNTY OF RANDOLPH Department of Planning & Zoning 204 E Academy St - PO Box 771 - Asheboro NC 27204-0771 APPLICATION FOR ZONING CHANGE Cromer Request Location Map LYNN CIR EHERITAGEVIEWLN LYNN CIR WR EFUGE CHURCH DR TODD DR C E NTURY L N T ODDDR P A R RISHFARM R D O LD M O U N T A IN R D 1 inch equals 500 feet Directions to site: US Hwy 64 W - (R) Fuller Mill Rd N - (R) Old Mountain Rd - Site on (R) approx. 1/4 mile past Todd Dr. Cromer Rezoning Request !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(LYNN CIR WTODD DR CEN TURY L N P A R R IS H FARMRD O LD M O U N T A IN RD The request is located in Lake Reese Watershed Area. 1 inch equals 500 feet Forestdale South S/D Post Acres S/D Request location Legend Parcels Structures Type !(Permanent Structure !(Temporary Structure Roads WaterBodies Streams 50 ft. Stream buffer Flood plains County zoning Districts CLOE RA RE RR Site Heritage Vie w Ln.Refuge Church Dr. Hector J. Perez Jennifer Shaw Hawks DB 2753 Pg. 968 PB 144 Pg. 42 Bobby L. Grubb As Trustee for Bobby L. Grubb Revocable Living Trust DB 1903 Pg. 39 Letitia Gail Parrish Agner DB 2365 Pg. 1361 T1 of PB 132 Pg. 33 Jo h n Wa yn e P arris hD B 2 36 5 Pg. 13 73 G aila nd Way ne Parris hDB 23 65 Pg. 1 36 4T4 of P B 1 32 P g. 3 3N: 754,952.36 Ground US Survey FeetE: 1,694,835.96 Ground US Survey Feet N: 753,283.25 Ground US Survey FeetE: 1,694,655.40 Ground US Survey Feet 50.0' Lot # 610.039 Acres Lot # 51.444 Acres Lot # 41.488 Acres Lot # 31.974 Acres Lot # 22.256 Acres Lot # 11.796 Acres Total 0.530 Acres of Area A 0.498 Acres of Area B0.768 Acres of Area C Lot # 152.057 Acres Lot # 1440,009 Sq. Ft. Lot # 1342,798 Sq. Ft. Lot # 120.973 Acres Lot # 111.209 Acres Lot # 101.042 Acres Lot # 91.174 Acres Lot # 81.122 Acres Lot # 71.731 Acres 6,288 Sq Ft For Tract 9 & 11 3,655 Sq Ft 20' Septic Easement For Tract 9 & 11 3,788 Sq Ft 20' Septic Easement For Tract 9 & 11 1,276 Sq Ft Cro mer Lane Propoosed 60' Public R/W 1.815 Acres in R/W A ndrews Grove C e metery D ee d Un know n 98.20 22.01 148.69 80.04 54.36 Total Dist 501.03 199.08 51.44 250.51 212.34 262.24 84.36 184.33 211.32 145.78 145.4 7117.43 145.76 202.73546.40 174.89 43.31 Total Dist 176.24 10x70 SightTriangle 10x70 SightTriangle Area B21,680 Sq Ft DB 2771 Pg 1438 Area A23,071 Sq FtA Portion of Tract 1 of DB 2758 Pg 158 Area C33,466 Sq FtA Portion of Tract 3 of DB 2758 Pg 158 Tract 3 of DB 2758 Pg 158 Tract 1 of DB 2758 Pg 158 Deed Unknown 214.85 194.20 174.95 Mailbox Area/Com mon Space 14,295 Sq Ft 140.00140.00130.00120.00120.44168.05185.67174.58 150.60109.0872.05 81.36 105.65 61.26 162.3266.1166.115/8" NIR Flush (TYP) 5/8" NIR Flush (TYP) LINE BEARING DISTANCEL117.88L260.00L344.60L469.82L526.08L626.08L762.65L8104.95L937.06L1010.08L1133.28L1241.23L1324.13L1433.41L1543.44L1616.82L1714.36L1850.93L1976.64L2027.74L2144.10L2259.27L2327.76L2452.25L2520.03L2661.68L2734.32L2836.31L2925.87L3023.09L3141.74L3243.61L3366.13L3459.60L3579.75L3652.76L3792.21L3825.08L3982.54L4023.06L4155.44L4214.38 L7 L8 L9L12 L15L26L27 L29L30L31 L32 L33 L34 L35L36L37 L38 L40 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLEC1220.00 136.58 134.40C235.00 28.60 27.82C360.00 286.57 82.11C435.00 28.60 27.82C5280.00 120.94 120.00C6280.00 38.15 38.12 C1 L41L42C 5C6 45.20 Conventional Low ProfileChamber Systems 102.62' Location Map(Not to Scale) Job #: 13617 Subdivision Survey For:English Meadows Trinity Township Randolph CountyNorth Carolina December 28, 2021Deed Book:2758 Pg:158 Deed Book:2771 Pg:1438Scale: 1" = 80 US Survey Feet Bar Scale: , Firm #: P-1110Dan W Tanner II L-4787 154 S. Fayetteville St, Suite B, Asheboro, NC 27203Phone Number: 336 625-8000Email: mail@surveycarolina.com Owners:Terry Alan CromerMayra Estela Cromer2690 Old Mountain RdTrinity, NC 27370 I, Dan W Tanner II, certify that this plat was drawn under my supervision from anactual survey made under my supervision (deed description recorded in: Book 2758 , page 158 ; Book 2771 , page 1438 ; that the boundaries not surveyed are clearly indicated as drawn from informationfound in Book See , page Notes ; that the ratio of precision or positionalaccuracy as calculated is 1:10000+, that this plat was prepared in accordance withG.S. 47-30 as amended. Witness my original signature, license number and seal thisthe 28th day of December, A.D., 2021. __________ _______________________________________________Professional Land Surveyor L-4787 PRELIMINARY PLAT - NOT FOR RECORDATION, CONVEYANCES, OR SALES I, Dan W Tanner II, Professional Land Surveyor, certify: In accordance with NC General Statute 47-30(f)11dThat the survey is of another category, such as the recombination of existingparcels, a court-ordered survey, or other exemption or exception to the definitionof subdivision. SEALL-4787 TWNADUS NAL SIONA LC ROINA Notes: 1. No NCGS Monuments found within 2000' of property.2. This project is not located within a special flood hazard area.3. Area calculated by coordinate geometry.4. All lines surveyed by Survey Carolina, PLLC are indicated by boldlines. All lines not surveyed by Survey Carolina, PLLC areindicated by dashed lines.5. No attempt was made by this survey to locate all undergroundutilities nor any other easements that would be revealed by atitle search.6. Tax PIN: 6795439993 & 67954443897. 1.814 Acres Dedicated to Public R/W8. 1185' Centerline of Road Length STATE OF NORTH CAROLINA I, ________________________ Review Officer of Randolph County, certify that themap or plat to which this certification is affixed meets all statutory requirementsfor recording. __________ ________________________________________Date Review Officer OHU OHU Drop Inlet Junction Box Storm Sewer ManholeYard Inlet W DI E E G G U WLP PP CO MH C E T U W W WV Catch Basin Computed Point / Point Not SetBench MarkExisting Concrete MonumentEIP - Existing Iron Pipe EIR - Existing Iron RodEN - Existing Nail NCGS MonumentNIP - New Iron Pipe NIR - New Iron Rod RRS - Railroad SpikeR/W - Right of Way Monument Stone Evergreen Tree Hardwood Tree Electric ManholeElectric MeterFire HydrantGas Meter Gas ManholeGuy WireGas Valve Guy PoleLight Pole Power Pole U/G Power Box SS CleanoutSS - Sanitary Sewer SS ManholeCommunications ManholeTransformer Telephone PoleTelephone Pedestal Utility Pole Water MeterWater Manhole Water ValveBack Flow Preventer Irrigation Control Valve Overhead Utility Line Sanitary Sewer LineStorm Sewer LineWater LineFence Property Line Computed Property LineRight of Way Line Easement Line Setback LinesTie Lines G G G Gas Line Well Overhead Power Line E E E E Underground Electric Line T T T T Underground Comm. Line 0 80 160 240 County of RandolphCertificate of Exemption Approved: _________________________________Date Planning Director Total Area: 32.954 AcresTotal # of Lots: 15Average Lot Size: 1.887 AcresLinear Ft of Road C/L: 1,219.16' 10' Utility Easement Typical Utility Easement, Buffer andSetbacks Layout Road R/W Road R/W SetbacksFront: 35'Side: 10'Rear: 30' 10'10' 35' "No-Cut" Buffer Along R/W Dedication of an exclusive use sanitary sewer easement (EUSSE)as shown on this plat is for the purpose of ingress, egress, andregress, for the purpose of installing, maintaining, and repairing thedrainfield and/or the supply line(s). The easement is perpetual andshall run with the land to all future property owners and theirassigns and may not be terminated unless municipal sewer isavailable. A land owner or his/her agent shall have the authorityand right of entry on the easement as denoted on the plat, withequipment as necessary to complete the required installation,repair or maintenance. The responsibility of maintaining the off-siteseptic system area is the responsibility of the owner of the lot.Maintenance shall include mowing and keeping the off-site areamaintained to shed surface water from over trenches and toprevent trees and shrubs from overtaking the area, in order toprevent the premature failure of the drainfield. Cromer Rezoning Request CEN T URYLN T ODDDR P A R R IS H F ARMRD O L D M O U N T A IN R D The request is located in Lake Reese Watershed Area. 1 inch equals 400 feet Legend Parcels Roads WaterBodies Streams 50 ft. Stream buffer Flood plains Cromer Rezoning Request Picture 1: Existing residence at request location. Picture 2: Existing residences at request location. Picture 3: Adjacent residences. Picture 4: Adjacent residences. Picture 5: Adjacent Residence. Picture 6: Request location on right as seen looking toward Eagle Landing Dr. Page 1 of 6 Development Impact Analysis January 28, 2022 DEVELOPMENT IMPACT ANALYSIS County of Randolph, North Carolina Department of Planning & Development 204 E Academy Street, Asheboro, NC 27203 (336) 318-6555  planning@randolphcountync.gov Development policies outlined in the Randolph County Growth Management Plan are specifically designed to encourage long-term planning among property owners, developers, and the County. The Development Impact Analysis is a key component of this Plan and its use will increase public awareness of the relationship of growth, rural environmental impacts, and the capacity of local government to provide adequate public facilities based on future land use demands. The information contained in the Development Impact Analysis comes from the best available public data sources. Preliminary Plat Name Plat name and section: English Meadows Applicant Information Owner of Record: Developer: Name: Terry A and Mayra E Comer Name: Terry A Comer Address: 2690 Old Mountain Rd Address: 2690 Old Mountain Rd City, ST ZIP: Trinity, NC 27370 City, ST ZIP: Trinity, NC 27370 E-mail: deliman4949@aol.com E-mail: deliman4949@aol.com Phone: 336 259-7703 Phone: 336 259-7703 Representative: Engineer/Surveyor: Name: Name: Survey Carolina, PLLC Address: Address: 154B S Fayetteville St City, ST ZIP: City, ST ZIP: Asheboro, NC 27203 E-mail: E-mail: mail@surveycarolina.com Phone: Phone: 336 625-8000 Property Description Parcel: 6795439993 and 6795444389 Acreage: 32.37 acres Growth Management Area: Secondary Growth Area Township: Trinity Fire District: Fairgrove - Davidson Existing Zoning: RA Existing conditions: Waterway Description Does the site contain any streams or rivers? Yes Stream name: Unnamed tributary Does the site contain any flood zone area? No Approximate acreage: 0.00 acres Does the site lie within a watershed? No Watershed: Lake Reese Does the site contain wetlands? No Type: N/A Other comments: Page 2 of 6 Development Impact Analysis January 28, 2022 Project Description (If appropriate, attach a letter outlining in detail, the scope of the request.) Subdivision type: ....................................................................................................................... Site built Total acreage of development: ............................................................................................. 32.37 acres Total number of building lots: .............................................................................................................. 15 Minimum housing size: ....................................................................................................... sq. ft. Total acreage of proposed open space (if applicable): .......................................................... 0.00 acres Total road frontage of proposed development: ..................................................................... 3,306.43 ft. Average frontage of lots: .......................................................................................................... 220.43 ft. Width of the lot with smallest amount of road frontage: ........................................................... 120.00 ft. Width of the lot with greatest amount of road frontage: ............................................................ 413.59 ft. Is the 1:4 ratio maintained for Rural Growth Areas? ......................................................................... N/A Property is currently being used as: Residential Commercial Industrial Farming Leased hunting Vacant Other Features unique to this property: Ravines Hills Mountains Rights-of-way Easements Cemeteries Other Utilities Impact Water source: Public water Sewer source: Septic system The distance, location, and provider of the nearest public water and sewer source. Service type Distance Location Provider Public water 0.00 ft Old Mountain Rd Davidson Water Public sewer 1.88 miles Finch Farm Rd/Old Mountain Rd City of Archdale Page 3 of 6 Development Impact Analysis January 28, 2022 Public Education Impact (Provided by the Boards of Education) School system: Randolph County Schools School impacted Grade level DPI Capacity Current membership Impact Hopewell Elementary K-5 731 615 3 Archdale-Trinity Middle 6-8 855 729 2 Wheatmore High 9-12 1,544 751 1 Current mobile classrooms present: School Number of mobile classrooms Hopewell Elementary Archdale-Trinity Middle Wheatmore High Current traffic assessment: School Traffic assessment Hopewell Elementary Congested Archdale-Trinity Middle Congested Wheatmore High Congested School construction plans: School Construction plans Hopewell Elementary N/A Archdale-Trinity Middle N/A Wheatmore High N/A Traffic Analysis Impact (Provided by NCDOT GIS data services) Road(s) directly accessed by development: Road name Speed limit Average daily traffic count Old Mountain Rd 55 mph 3,900 Condition of the road accessed by the development: Fair Characteristics of the road(s) directly accessed by development: Paved Curves Graveled Blindspot(s) Single lane Intersection(s) Bridge(s) Hill(s) The proposed development with 15 lots will generate an additional 90 total vehicle trips per day. Does the ADT count greater than 4,000 which would require a turning lane? No Page 4 of 6 Development Impact Analysis January 28, 2022 Housing and Community Impacts (Within one mile of the proposal) Housing patterns in subdivisions: Subdivision Type Number of lots Average acreage Autumn Woods Site built 28 1.38 Buford Snyder N/A 1 3.05 C A Bowers Mobile home 2 7.02 C L Robbins Site built 9 7.41 Carl M Nance Site built 5 12.80 Carol Jackson Cullom N/A 1 0.65 Courtland Manor Site built 65 1.04 Eagle Creek Mobile home 109 1.19 Earl and Francis Fields Site built 3 1.29 East Brook Woods Site built 20 0.57 Finch Farm Acres Site built 7 2.38 Forestdale South Site built 36 2.50 Fox Trail Mobile home 100 0.73 H L Russell Division Site built 6 3.09 Homewood Acres Site built 14 11.93 John & Karen Crawford Site built 6 1.17 Mountain Oaks Mobile home 9 1.10 Pauline Walker Estate N/A 1 3.27 Post Acres Site built 65 0.62 Randolph Hills Site built 37 1.11 River Ridge N/A 4 1.44 River View Estate N/A 5 4.73 SDT Development, LLC Site built 4 0.94 Southgate Estate Site built 12 0.78 Stonehenge Park Mobile home 5 0.51 Twin Oaks Mobile home 46 0.72 W V Doyle Property Site built 6 5.16 Whispering Woods at Welborn Ridge Site built 38 2.74 Total number of site-built homes ...................................................................................................... 346 Average square footage of site-built homes ................................................................... 1,770.03 sq. ft. Largest site-built home by square footage ..................................................................... 3,971.00 sq. ft. Smallest site-built home by square footage ...................................................................... 728.00 sq. ft. Total number of mobile homes ......................................................................................................... 196 Percentage of site-built homes .................................................................................................. 63.84 % Percentage of mobile homes .................................................................................................... 36.16 % Page 5 of 6 Development Impact Analysis January 28, 2022 Total number of acres .................................................................................................... 2,558.22 acres Average acreage ................................................................................................................... 2.94 acres Total acreage in tax-deferred farms .................................................................................. 609.00 acres Community Land Uses Commercial Farming Forestry Industrial Residential Church facilities Other: Special Community Districts Airport Overlay District Cluster Subdivision Overlay District E-1 Districts Rural Lot Subdivision Overlay District Rural Business Overlay District Industrial Overlay District Scenic Corridor Overlay District Commercial Environmental Overlay District Voluntary Agricultural District Conventional Subdivision Overlay District Unique Rural Land Uses in the Community HLPC Landmark/Cultural Heritage Site National Historic Landmark National Forest Natural Heritage Designated Sites Trailway as part of the County Greenway Plan Youth Camp(s) Agricultural Impact (Within One mile of the proposal) Adjoining farm properties:  N/A Are all well minimum setback lines noted on plat? N/A Tax-deferred farm properties: Property owner Parcel ID Location AFB4, LLC 6794796069 Homewood Ac Se 4 Lo 4 AFB4, LLC 6794895521 Homewood Ac Se 4 Lo 3 AFB4, LLC 6794971625 Buford Snyder, Deeded Access Lo 4-5 AFB4, LLC 6795708260 Homewood Ac Se 4 Lo 2 Janet C Black 6794398020 R1547; W R1552 N Janet C Black 6794473521 R1552; S :1-7 Shawn C and Wendy S Green 7705052054 Green Ac; L 3 Shawn C and Wendy S Green 7705055304 Green Ac; L 2 Billy Ray and Gloria Kemp 6795709612 Homewood Ac; L 1 Sc 4 Kimsey Farms LLC 6795038969 R1404; N Kimsey Farms LLC 679522284 Heirs of E P Kimsey Tr B Larry C and Tracy R Lister 6795916270 Homewood Ac Se 3 Lo 4 Page 6 of 6 Development Impact Analysis January 28, 2022 Property owner Parcel ID Location Brian Scott and Abby Kristen Moore 6794384634 Janet C Black; New C & D + Tr Doris Holton Parker 6795780899 R1553; E No Rd Frtg Doris Holton Parker 6796804165 R1547l Both R1553 Michael and Kenda Somero 7705130614 Merrill Leon Lambeth New A Michael and Kenda Somero 7705231479 Merrill Leon Lambeth New B Wild Wind Randolph Family Limited Partnership 6785910681 R1401; R1547 Bryan D Yates 6795830569 R1547; W R2050 E Mary T Zahn Trustee 6795876051 R1547; W Farm operations that begin after the development of a major residential subdivision must abide by the 100 ft. waste setback rule on the farm property. Other Materials Submitted Preliminary approval from NCDOT District Engineer’s Office Buffer site plan Land Clearing Debris Plan Open Space Uses and maintenance agreements, if applicable Proposed deed restrictions Soil analysis Soil erosion plan, stormwater management plan, etc. Other: STATE OF NORTH CAROLINA DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS COUNTY OF THIS DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR CLUB’S WAY (as may be amended or supplemented as set forth herein, “Declaration”) is made this ____ day of ________________, 20 by , a North Carolina (herein, the “Declarant”). WITNESSETH: A. Declarant is the owner and developer of certain real estate in Trinity Township, Randolph County, North Carolina, and more particularly described on Exhibit A attached hereto and made a part hereof (herein, the “Property” or “Subdivision”); and B. Declarant is developing the Property known as English Meadows by subdividing it into Lots that are to be used for residential purposes as well as common real estate and improvements that are to be owned by a homeowner’s association to which the Owner of a Lot must belong and pay lien-supported maintenance assessments; and C. At the time of the conveyance of a Lot to an Owner, the Declarant intends to make available the common areas of Property, if any, and shall convey said common areas without cost or charge to the Association at the time of the completed development. D. Declarant will convey the foregoing described real property, and/or individual parts of it, subject to certain protective covenants, conditions, restrictions, reservations, and charges as are herein set forth. NOW THEREFORE, Declarant hereby declares all of the real property described above to be held, sold, and conveyed, subject to the following covenants, conditions, and restrictions, all of which are established and agreed upon for the purpose of enhancing and protecting the value, desirability and attractiveness of the Subdivision as a whole and of each of said Lots. All of these restrictions shall run with the land and shall be binding upon the Declarant and upon the parties having or acquiring any right, title or interest, legal or equitable in and to the Property or any part or parts thereof subject to such restrictions, and shall inure to the benefit of the Declarant and every one of the Declarant’s successors in title to any of the Property. ARTICLE I DEFINITIONS “Assessments” means any and all charges of the Association assessed for the purpose of Common Expenses, or such other uses as may be determined by the Association. “Association” shall mean and refer to English Meadows Homeowner’s Association, Inc., to be formed as a non-profit corporation, its successors and assigns. “Bylaws” shall mean the Bylaws of the Association, as the same may be amended from time to time. “Common Areas” shall mean all the real estate (including but not limited to retention ponds, storm drainage improvements, entrance signage, or common driveways) and all landscaping and other improvements thereon owned by the Association for the common use and enjoyment of the Owners. “Common Expenses” shall mean, refer to, and include all charges, costs and expenses incurred by the Association for and in connection with the administration of the Subdivision, including, without limitation thereof, operation of the Subdivision, maintenance, repair, replacement and restoration (to the extent not covered by insurance) of the Common Areas; the costs of any additions and alterations thereto; all labor, services, common utilities, materials, supplies, and equipment therefor; all liability for loss or damage arising out of or in connection with the Common Areas and their use; all premiums for hazard, liability and other insurance with respect to the Subdivision; all costs incurred in acquiring a Lot pursuant to judicial sale; and all administrative, accounting, legal, and managerial expenses. “Common Expenses” shall also include amounts incurred in replacing, or substantially repairing, capital improvements within the Common Areas of the Subdivision, including, but not limited to the common private driveway. “Common Expenses” shall also include all reserve funds or other funds established by the Association. “Common Expenses” shall be construed broadly. “Declarant” shall mean and refer to , a North Carolina , its successors and assigns. “Default” shall mean any violation or breach of, or any failure to comply with, the Restrictions, this Declaration, or the rules and regulations of the Association. “Development Period” means the period commencing on the date on which this Declaration is recorded in the Randolph County Register of Deeds and terminating on the earlier to occur of (i) when Declarant no longer owns a Lot in the Subdivision; or (ii) the date that Declarant declares in writing the end to the Development Period. “Dwelling Unit” shall mean and refer to the individual residential home and its appurtenances and other improvements on an individual Lot. “Lot” shall mean and refer to any numbered plot of land shown on any recorded subdivision map or plat of the Properties with the exception of any Common area. “Plat” shall mean and refer to the record plat of the Subdivision recorded by Declarant, as the same may be amended or supplemented by Declarant from time to time. “Planned Community Act” shall mean and refer to the North Carolina Planned Community Act, currently codified as Chapter 47F of the North Carolina General Statutes, as the same may be amended from time to time. “Owner” shall mean and refer to the record owner (whether one or more people or entities), of a fee simple title to any Lot which is a part of the Property, including contract sellers, but excluding those having such interest merely as security for performance of an obligation. “Property” or “Subdivision” shall mean and refer to that certain real estate described in Exhibit A and all other real estate that may be annexed into this Declaration and the Association by the Declarant. “Restrictions” shall mean all covenants, conditions, restrictions, easements, charges, liens and other obligations provided for in this Declaration, including, without limitation, all notices, rules and regulations issued in accordance with this Declaration. ARTICLE II ARCHITECTURAL CONTROL A. Architectural Control: 1. No alteration to front of structures. No structure or construction shall be erected, placed, altered, or permitted to remain between the front of any Dwelling Unit unless the construction plans and specifications shall be approved by the Association. Right of approval shall extend, but not exclusively, to quality of materials, harmony of external design with existing structures, location with respect to topography, and finished grade elevation. Approval shall be deemed to have been given upon failure of the Association to disapprove a request within thirty (30) days from time of submission of such request. a. Notwithstanding the above, no Owner shall be prohibited from erecting a security fence in accordance with the requirements of Article III, Section K of these Covenants, Conditions and Restrictions. 2. Other Prohibitions. No construction, improvements, alterations, change of paint colors, excavations, changes in grade or other work which in any way alters the exterior of any Dwelling Unit, any Lot, or the improvements located thereon (front or back) from its natural or improved state existing on the date such Lot was first conveyed in fee by the Declarant to an Owner shall be made or done without the prior written approval of the Association. Approval shall be deemed to have been given upon failure of the Association to disapprove a request within thirty (30) days from time of submission of such request to the Association in writing. 3. The provisions of this Article shall not apply to the construction of rear yard fencing, decks, patios, and other related construction which does not require grading of the Lot, or rear yard landscape plantings. ARTICLE III USE RESTRICTIONS A. Residential Use. The Property shall be used for residential purposes only and no Lot or building thereon shall be used for the purposes of trade, business, or manufacturing. No structure, other than the main dwelling, shall be used as a dwelling, either permanently or temporarily. B. Antennas/Satellite Receivers. No exposed or exterior radio or television transmission or receiving antennas (not including a satellite receiving dish of less the 36 inches in diameter) shall be erected without the prior written approval of the Association. In any instance, no television antenna, basketball goals, play houses, swings, playground equipment, or pet lots shall be affixed or placed in the front yard of any residence, and any such equipment shall be a minimum of fifteen (15) feet from the side or rear lot lines. No satellite or microwave dish or other receiver shall be located so as to be visible from the front of the Lot. C. Swimming Pools. No above-ground swimming pools shall be permitted. All in-ground swimming pools must be enclosed with a gated fence. D. Redivision of Lots. No lot may be subdivided to provide additional building lots, its boundary lines changed, nor shall any street be laid out or opened across or through any lot. This section shall not prevent the combination of two or more contiguous lots into one larger lot. Upon such combination, the exterior boundary lines of the resulting larger lot shall be considered in the interpretation of this Declaration. E. Animals. No animals other than dogs, cats, or similar household pets, shall be kept on any Lot. No animals of any kind may be kept, bred, or maintained on any lot for any commercial purposes. All pets shall be confined to their owner’s premises unless kept on a leash or under strict voice command of its owner. F. Signs. Up to three signs of not more than five (5) square feet each shall be allowed. G. Off-Street Parking. All structures and driveways shall be constructed so as to allow for adequate off-street parking for all vehicles. No vehicles may be parked in any way other than in the garage or driveway of the residence. No vehicles may be parked in the yard of any residence. No vehicles, boats, trailers, or recreational vehicles shall be parked or stored on any street. No commercial vehicles shall be parked on any street longer than is reasonably necessary for the driver thereof to perform the business functions to which the commercial vehicle relates. H. Reserved for future use. I. Nuisances. No illegal, noxious, or offensive activities or materials, including any that might become a nuisance, safety hazard, or any annoyance to the neighborhood shall be permitted upon any Lot. J. Junk Automobiles. No junk or disassembled automobiles, or other similar salvage, may be stored or permitted to remain on any Lot. K. Fences. All fences erected upon any lot shall comply with the following: a. Primarily constructed of metal (Steel, Aluminium, or Iron). b. Must be painted black. c. May include a stone, brick or masonry foundation not higher than 12 inches. d. Fence height shall be limited to no higher than four (4) feet. e. May not be constructed of chain link or other similar material. f. May not be of solid or opaque construction. g. May include front yard security fencing, including a driveway security gate. ARTICLE IV BUILDING GUIDELINES A. Building Type. No structure shall be erected or allowed to remain on any Lot except one detached single-family dwelling and other outbuildings incidental to residential use of the lot of a combined square-footage of not less than Four Thousand square feet. No mobile, modular, nor kit home shall be allowed on any Lot. B. Only Permanent Structures. No structure of a temporary character shall be erected or allowed to remain on any Lot, and no trailer, tent, shack, garage, barn, or other outbuilding erected on any Lot shall be used as a residence either permanently or temporarily, except that construction and/or sales trailers of a temporary nature may be authorized in writing by the Declarant or the Association. C. Placement. The main dwelling on any Lot shall not be erected or allowed to remain facing in any direction except toward the front of said Lot. D. Setbacks. No structure shall be placed on any lot other than within the setbacks shown on the Plat. The Declarant reserves the right to waive minor violations of this requirement. A minor violation is that which does not exceed ten percent (10%) of the requirement. E. Building Materials. No external wall shall utilize asbestos, asphalt, or shingles of similar substances, imitation stone, concrete blocks, cinder blocks, slag blocks, or blocks of similar appearance, and no foundation shall be constructed of similar such blocks. However, said blocks may be used as an inner wall if covered with brick siding or other suitable materials. All dwellings shall be constructed of shingled roofs, and exteriors of brick or stone. F. Landscaping. The front yard of each lot shall be kept only as a lawn, including trees, flowers, and shrubs. All areas of disturbed soil due to construction shall be promptly re- seeded with a variety of grass or plant matter known to thrive in the Piedmont area of North Carolina so as to prevent erosion and off-site runoff of soil. G. Roofs. No flat roofs of any type shall be allowed. Only roofing shingles known as and referred to in the roofing trade and industry as “architectural shingles” or “dimensional shingles” shall be used in the construction of the roof of any structure. H. Driveways. All driveways shall be paved in concrete, asphalt, or other materials approved by the Declarant. Each residence shall have a separate driveway extending from the edge of the paved road affronting said residence. The driveway must be no less than eight (8) feet in width at all points. No driveway may be constructed of a “tar and gravel,” “pea gravel” or similar mixture. I. HVAC Equipment. All heating, ventilation, and/or air conditioning equipment, unit or apparatus shall be installed other than in the rear of any residence. J. Mailboxes. The Association shall provide a common mailbox structure with separate boxes for each Dwelling Unit. K. Utility Lines. All utility lines servicing residences shall be placed underground. ARTICLE V COMMON MAINTENANCE A. The following shall be maintained by the Owner(s) of each Lot. 1. That Owner’s individual Dwelling Unit, including but not limited to, roof, exterior, interior, and all the various systems contained therein. 2. The rear yard of each Dwelling Unit and all improvements constructed thereon. 3. Any and all areas of the Owner’s Lot not expressly designated to be maintained by the Association herein. Cleanliness. The exterior of each Dwelling Unit and Lot shall be maintained and preserved in a clean, orderly, and attractive manner and free of debris. Lawns shall be seeded and mowed, shrubbery trimmed, and painted exterior surfaces painted in such a manner and with such frequency as is consistent with good property management. It shall be the responsibility of each Lot owner to prevent the development of any unclean, unsightly or unkempt conditions, structures, or grounds on his Lot. Upon the failure of any Owner to comply with this provision, the Association may take such necessary steps to rectify the situation at the cost and expense of the Owner of the individual Lot or Dwelling Unit who hereby agrees to pay any and all cost of such rectifying action. B. The following shall be maintained by the Association: 1. All Common Areas. 2. All exterior accent lighting which is metered on a common meter. ARTICLE VI HOMEOWNERS ASSOCIATION A. Homeowners Association. There has been created a North Carolina non-profit corporation, known as English Meadows Homeowner’s Association, Inc., which shall be responsible for the maintenance, management and control of the Common Areas as more specifically set forth in this Declaration. B. Officers. The Association shall elect a President, Vice President, and Secretary/Treasurer which shall conduct the affairs of the Association in accordance with its Bylaws. If desired, the offices of Vice President and Secretary Treasurer may be combined. The officers may appoint or employ an agent(s) who shall, subject to the general direction of the Officers, be responsible for the day-to-day operation of the Association. C. Rules and Regulations. By a majority vote of the Owners, the Association may, from time to time adopt, amend and repeal Rules and Regulations with respect to all aspects of the Association’s rights, activities and duties under this Declaration. The Rules and Regulations may, without limitation, govern use of the Subdivision, including prohibiting, restricting or imposing charges for the use of any portion of the Subdivision by Owners, Residents or others, interpret this Declaration or establish procedures for operation of the Association or the administration of this Declaration; provided, however, that the Rules and Regulations shall not be inconsistent with this Declaration, the Articles, or Bylaws of the Association. A copy of the Rules and Regulations, as they may from time to time be adopted, amended or repealed, shall be provided to each Owner. D. Membership of Association. Every Owner of a Lot shall be a Member of the Association. Such Owner and Member shall abide by the Association’s Rules and Regulations, shall pay the Assessments provided for in this Declaration, when due, and shall comply with decisions of the Association’s Officers. Conveyance of fee simple title to a Lot automatically transfers membership in the Association without necessity of further documents. Membership shall be appurtenant to and may not be separated from ownership of any Lot that is subject to Assessment. E. Voting. Each Member shall have one vote with respect to each Lot owned by such Member, but no Member shall not be entitled to exercise any vote until the expiration of the Development Period. F. Maintenance Obligations of the Association. The Association, at its expense, shall exercise its maintenance obligations outlined in Article V, Section B. The Association shall make the determination as to when maintenance, repair, replacement and care shall be done, and its determination shall be binding. Declarant (and after the end of the Development Period, the Association) shall have the right to employ a manager to oversee and implement the Association’s maintenance obligations, and any such management fees incurred thereby shall be paid by the Association. The Association shall also perform the other duties prescribed by this instrument or the Association’s Rules and Regulations. ARTICLE V COVENANT FOR ASSESSMENTS A. Regular Assessments. Assessments for the payment of the Common Expenses shall be made in the manner provided herein, and in the manner provided in the Bylaws. The Assessment is established for the benefit and use of the Association and shall be used in covering all of the Common Expenses. The Board of Directors shall fix the amount of the monthly Assessment to be paid by each Member at the beginning of each calendar year. Written notice of the monthly Assessment shall be sent to every Member subject thereto. B. Special Assessment. In addition to levying regular Assessments, and to the extent that the reserve fund is insufficient, the Officers, upon a vote of the majority of the Members may levy Special Assessments to construct, structurally alter, or replace improvements which are a part of the Common Areas. C. Individual Assessment. In the event that the need for maintenance, repair or replacement of any improvement on the Property, for which the Association has the maintenance, repair and/or replacement obligation, is caused through the willful or negligent act of an Owner, his family, his or her pet(s), the cost of such maintenance, repairs or replacements shall be paid by such Owner. The Association shall have the maintenance, repair or replacement done and the cost thereof shall be provided by the Association to said Owner and shall be paid by said Owner within thirty (30) days thereafter, unless an earlier date is otherwise set forth herein. D. Date of Commencement of Assessments. The monthly Assessment provided for herein shall commence as to each Owner of a Lot on the first day following the initial conveyance of the Lot to the Owner and shall be adjusted according to the number of days remaining in the month. The Declarant, its successors and assigns, shall not be required to pay the Assessment for any Lot which it owns until such time as Declarant transfers the Lot to a third party. E. Enforcement. The Association may levy a reasonable fine or penalty for violation of this Declaration, all in accordance with the Planned Community Act. A lien may be filed for this fine and such fine may be enforced by lien and foreclosure. F. Billing. The Association shall inform each Owner of the amount of the total monthly Assessment due from the Owner of that particular Lot. The Assessment shall be paid in monthly installments. The Owner of each Lot must pay his Lot’s required Assessment in advance on the first calendar day of each month, unless the Association otherwise directs. Payment is to be made to such person at such an address as Association determines. Special Assessments are due thirty (30) days after the bill for the Special Assessment has been mailed or otherwise sent out by Association, unless the Association otherwise directs. The Owners of the initial Lots in the Subdivision, except Declarant, shall be obligated to begin paying the Assessment as of the first day of the initial conveyance of the Lot from Declarant to the Owner. G. Common Surplus. If the Assessment collected in any given year is in excess of the actual Common Expenses for that year, the Board may, at its sole discretion (a) return each Owner’s share of the Common Surplus; (b) credit each Owner’s share of the Common Surplus to each Owner’s payment as for the Assessment for the following year; or (c) apply the Common Surplus to the reserve. H. Assessment Certificate. The Association shall, upon demand, at any reasonable time, furnish to any Owner liable for Assessments a certificate in writing signed by an Officer or other authorized agent of the Association, setting forth the status of said Assessments; i.e., “current”, and if not current, “delinquent” and the amount due. Such certificate shall be conclusive evidence of the payment of any Assessment therein stated to have been paid. A reasonable charge to cover labor and materials may be made in advance by the Association for each certificate. I. Books and Records of the Association. The Association shall keep full and correct books of account. The Association shall make available to all Owners and the holders of all first mortgages on Lots, current copies of the books, records and financial statements of the Association upon reasonable request during normal business hours. All funds collected by the Association shall be held and expended solely for the purposes designated by this Declaration and shall be deemed to be held for the use, benefit and account of the Association and all of the Owners. All books and records must be kept in accordance with generally accepted accounting procedures. The Members may request an audit of the books and records by majority vote of the Members. J. Non-Payment of Assessment. Any Assessments levied pursuant to these covenants which is not paid on the date when due shall be delinquent and shall, together with such interest and other costs as set forth below, thereupon become a continuing lien upon the Lot which shall bind the Lot in the hands of the then Owner and the Owner’s successors and assigns. If the Assessment is not paid within thirty (30) days after the due date, the Assessment shall bear interest at a reasonable rate of ten percent (10%) per year or at such other reasonable rate set by Association in its minutes, not to exceed the maximum amount allowed by law, and the Association may bring an action at law against the Owner personally obligated to pay the same and/or foreclose the lien against the Lot, in either of which events interest, costs and reasonable attorneys’ fees shall be added to the amount of each Assessment. No Owner may waive or otherwise escape liability for the Assessments by non-use or waiver of use of the Common Areas or by abandonment of his Lot. K. Priority of Association Lien. The lien provided for in this Article shall take priority over any lien or encumbrance subsequently arising or created, except liens for real estate taxes and assessments and liens of bona fide first mortgages which have been filed of record before a claim of this lien hereunder has been docketed in the office of the clerk of superior court in Randolph County, and may be foreclosed in the same manner as a mortgage on real property under power of sale in an action brought by the Association in accordance with the Planned Community Act. The Association is entitled to recover its reasonable attorneys’ fees and court costs and collection costs, as part of the lien. In any such foreclosure action, the Association shall be entitled to become a purchaser at the foreclosure sale. L. Purchaser at Foreclosure Sale Subject to Declaration, Bylaws, Rules and Regulations of the Association. Any purchaser of a Lot at a foreclosure sale shall automatically become a Member of the Association and shall be subject to all the provisions of this Declaration, the Bylaws and the Rules and Regulations. M. Non-Liability of Foreclosure Sale Purchaser for Past Due Common Expenses. When the holder of a first mortgage or first deed of trust of record or other purchaser of a Lot acquires title to the Lot as a result of foreclosure of the first mortgage first deed of trust or by deed in lieu of foreclosure, such acquirer of title, his, her or its successors and assigns, shall not be liable for the share of the Common Expenses or other Assessments by the Association chargeable to such Lot which became due prior to the acquisition of title to the Lot by such acquirer, other than Assessments for which a claim of lien has been docketed with the Randolph County clerk of superior court prior to the recordation of the lien being foreclosed. Such unpaid share of Common Expenses or Assessments shall be deemed to be Common Expenses collectible from all of the Lots, including that of such acquirer, his, her or its successors or assigns. This provision shall not relieve the party acquiring title or any subsequent Owner of the subject Lot from paying future Assessments. N. Liability for Assessments Upon Voluntary Conveyance. In a voluntary conveyance of a Lot, any grantee or his or her first mortgagee shall inform the Board of Directors in writing of such contemplated conveyance and such grantee or first mortgagee shall be entitled to a statement from the Board of Directors of the Association setting forth the amount of all unpaid Assessments (including current Assessments) against the grantor due the Association. Neither the grantee nor the mortgagee shall be personally obligated for any delinquent Assessments, but such delinquent Assessments, along with interest, late charges, costs and reasonable attorneys fees shall be a lien against the Lot in accordance with the provisions of this Article. O. Late Charge. The Association may impose a charge against any Lot Owner who fails to pay any amount assessed by the Association against his Lot within ten (10) days after such Assessments are due and payable and who fails to exercise his rights under this Declaration or under the laws of the State of North Carolina to successfully contest such Assessment. The amount of the late charge shall be the greater of (a) twenty and 00/100 Dollars ($20.00), or (b) twenty percent (20%) of the delinquent amount, or such other amount as may be determined by the Association from time to time. P. Miscellaneous. 1. The Association may change the interest rate due on delinquent Assessments (including any late charges), except that the rate cannot be changed more often than once every six (6) months. As of its effective date, the new interest rate will apply to all Assessments then delinquent. 2. The Owner has the sole responsibility of keeping the Association informed of the Owner’s current address if different from the Lot owned. Otherwise notice sent by Association to the Lot is sufficient for any notice requirement under this Declaration. 3. The lien under this Article arises automatically, and no notice of lien need be recorded to make the lien effective. 4. The Assessment lien includes all collection costs, including demand letters, preparation of documents, reasonable attorneys’ fees, court costs, filing fees, collection fees, and any other expenses incurred by the Association in enforcing or collecting the Assessment. 5. Any Assessment otherwise payable in installments shall become immediately due and payable in full without notice upon Default in the payment of any installment 6. This Section applies to every type of Assessment. ARTICLE VI EASEMENTS Drainage and Utilities. Easements for installation and maintenance of utilities and drainage facilities are reserved as shown on the recorded Plat, and the Declarant hereby reserves an easement ten (10) feet in width along the front, rear, and sides of each Lot. Within such easements, no structures, planting, or other materials shall be placed or permitted to remain which may interfere with the installation and maintenance of utilities, or which may change the direction of flow of drainage channels in the drainage easements, or which may obstruct or impede the flow of water through drainage channels in the easements. A driveway and/or sidewalk may cross an easement adjacent to a street. ARTICLE VII MISCELLANEOUS A. Waiver of Violations. The Declarant may waive any violation of, or grant a variance from, any provision of these restrictive covenants at its sole discretion by written consent in recordable form. A waiver or variance of a restriction by the Declarant shall be conclusive upon all parties bound by these covenants. No waiver or variance of a violation by the Declarant may be construed to be a waiver of any other or subsequent violation of the same or other restriction. Declarant may assign or transfer this authority to another person or entity by an appropriate instrument in writing to another person or entity by executing an appropriate instrument in writing recorded in the Office of the Register of Deeds of Randolph County. B. Severability. The invalidation of any one or more of the provisions of these covenants by judgment, court order, or otherwise, shall not in any way affect any of the other covenants which shall remain in full force and effect. C. Annexation by Declarant. The Declarant may annex additional areas or lands by recording in the Randolph County Register of Deeds a Declaration of Covenants, Conditions, and Restrictions duly executed by the Declarant describing the lands annexed and incorporating by reference the provisions of this Declaration, and making such modifications or additions to this Declaration as may be necessary or desirable for the annexed area. D. Enforcement. The Declarant, or any Owner shall have the right to enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens, and charges now or hereafter imposed by the provisions of this Declaration. Failure by the Declarant or any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. If the Declarant or any Owner seeks enforcement of these covenants and a breach is established, the Declarant or Owner shall also be entitled to recover all costs incurred in enforcing these covenants, including, without limitation, its reasonable attorney fees and expenses of litigation. E. Limited Liability. Notwithstanding any other provisions of these covenants, the Declarant shall not be liable for any act or omission in connection with the enforcement of, or failure to enforce or take any action permitted, or required by, these covenants, and each Lot Owner as a material part of the consideration for the acquisition of such Owner’s Lot, releases the Declarant and its agents and employees from all such claims and liabilities. F. Minor Amendment. Declarant, and its successors and assigns, shall be allowed to amend these Restrictive Covenants, notwithstanding any other provision contained herein, and without joinder of any other party, for the purpose of correcting any discovered error contained herein, clarifying any ambiguity contained herein, or adding or deleting any incidental provisions deemed in the sole discretion of Declarant to be in the best interest of the Subdivision, and the Owners therein. This right may be exercised, and shall be effective, only upon the recording of a “Corrected Declaration” or similar document outlining the amendment, in the Office of the Register of Deeds of Randolph County, which such document shall specifically reference this document, and the specific provisions impacted. G. Assignment. The Declarant hereby reserves the right, by the recording of an assignment in the Office of the Register of Deeds of Randolph County, to assign all, or a part of, its rights, duties, and obligations contained herein, including specifically, but not as a limitation, its approval rights as established herein, to a third party. If such assignment is made, the assignee shall have such rights, duties, and responsibilities as though named Declarant herein. H. Term. The covenants, conditions, and restrictions of this Declaration shall bind and inure to the benefit of the Declarant, its successors and assigns, and all Owners acquiring Lots in the Subdivision from the Declarant and/or such Owners of Lots and shall run with the land for a term of twenty-five (25) years from the date this Declaration is recorded, after which time they shall be automatically extended for successive periods of ten (10) years, unless at any time after expiration of the initial twenty-five (25) year term, an instrument terminating or modifying them is executed and recorded in the Office of the Register of Deeds of Randolph County by a two-thirds majority of the then Owners of the Lots, each Lot being entitled to one vote. I. Amendment. This Declaration may be amended by an instrument signed by not less than the two-thirds of the Owners. Prior to the conveyance by Declarant of one hundred percent of the Lots, Declarant may amend this Declaration it its own discretion. Any amendment must be in writing and properly recorded in the Office of the Register of Deeds of Randolph County, North Carolina. J. Construction. These covenants are not to be construed strictly against the Declarant, but fairly in accordance with their intent, which is to provide a uniform scheme for the orderly and attractive development of English Meadows and to preserve and protect the neighborhood for the benefit of the Declarant and all future Owners of Lots in the Subdivision. IN WITNESS WHEREOF the Declarant has caused these covenants to be executed and sealed in its name by its duly authorized officer this the _____ day of _____________, 20 . ______________________________________ By: President STATE OF NORTH CAROLINA ________________________ COUNTY I, , a Notary Public for said County and State, do hereby certify that , being a Manager of , personally appeared before me this day and acknowledged that he/she is a Manager of and that by authority duly given and as the act of the limited liability company, the foregoing instrument was signed in its name by him/her as its Manager. Witness my hand and official stamp or seal, this _____ day of ________________________, 20 . _____________________________________ Notary Public My Commission Expires ________________ COUNTY OF RANDOLPH CONSISTENCY DETERMINATION AND FINDING OF REASONABLENESS AND PUBLIC INTEREST IN THE MATTER OF THE APPLICATION FOR REZONING BY TERRY ALAN CROMER REZONING REQUEST #2022-00000262 NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD According to North Carolina General Statutes § 160D and the Randolph County Unified Development Ordinance, the Randolph County Planning Board finds that the proposed zoning district map amendments to CVOE-CD - Conventional Subdivision Overlay Exclusive - Conditional District as described in the application of TERRY ALAN CROMER are consistent with the Randolph County Unified Development Ordinance and the 2009 Randolph County Growth Management Plan and are reasonable and in the public interest for the following reasons: 1. Determination of Consistency with the Growth Management Plan. A. Consistency with Growth Management Plan Map The Randolph County Growth Management Plan map for the southeast area shows the parcel to be rezoned in an area designated as Secondary Growth Area which are predominately residential and allows the highest density of residential development. B. Consistency with Growth Policies in the Growth Management Plan Policy 6.5 The protection of viable rural neighborhoods should be encouraged by compatible residential development to ensure the continued existence as a major housing source and as a reflection of the long-term quality of life in Randolph County. Consistency Analysis: As presented, this rezoning request is consistent with the Randolph County Growth Management as the request will protect the existing “rural neighborhoods” and provide an affordable housing source. Policy 6.13 Conventional residential subdivisions are anticipated of similar housing characteristics to the community. . Consistency Analysis: This request, as presented is “of similar housing characteristics to the community” as evidenced by the information on the Development Impact Analysis. 2. Statement of Reasonableness and Public Interest Reasonableness and Public Interest Analysis: The policies listed above illustrate how this request is consistent with the Ordinance, the Plan, and applicable General Statutes. The parcel in this rezoning request is subject to the Conditions agreed upon between the property owner and the Planning Board. These Conditions will limit the amount and type of development on the property reducing the impact on adjoining parcels. The proposed use will also increase the tax base and increase economic activity within the County. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF RANDOLPH COUNTY, NORTH CAROLINA WHEREAS, a 32.37 acre parcel, having the Randolph County Parcel Identification Number of 6795439993 and 6795444389 are currently zoned RA - Residential Agricultural District by Randolph County, North Carolina; WHEREAS, the Randolph County Planning Board has conducted a duly noticed public hearing on March 8, 2022 to consider the proposed rezoning on application number 2022- 00000262, and all procedural requirements found in North Carolina General Statute 160D and the Randolph County Unified Development Ordinance have been satisfied; WHEREAS, the Randolph County Planning Board has found that the proposed rezoning is consistent with the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan and is reasonable and in the public interest, and the Randolph County Planning Board has adopted a separate statement to this effect; NOW THEREFORE, BE IT ORDAINED BY THE RANDOLPH COUNTY PLANNING BOARD THAT, the property is hereby rezoned to CVOE-CD - Conventional Subdivision Overlay Exclusive - Conditional District. The official Randolph County Zoning Map and the Randolph County Growth Management Plan Map is hereby amended, if necessary, to reflect the same and this Ordinance shall become effective upon adoption. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board MOTION TO APPROVE A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to APPROVE this rezoning request to rezone the specified parcel(s) on the rezoning application and the Map Amendment Ordinance, to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is also consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. MOTION TO DENY A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to DENY this rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is not consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. TECHNICAL REVIEW COMMITTEE RECOMMENDATION IN THE MATTER OF THE APPLICATION FOR REZONING REQUEST #2022-00000264 The Randolph County Planning Board will hold a Legislative Hearing on the request by LARRY W MCKENZIE, Asheboro, NC, and his request to rezone 15.98 acres at 1382 Grantville Ln, Grant Township, Tax ID #7790494009, Secondary Growth Area, from RA - Residential Agricultural District to CVOE-CD - Conventional Subdivision Overlay Exclusive - Conditional District. The proposed Conditional Zoning District would specifically allow a 6 lot site built subdivision as per the site plan. The Randolph County Technical Review Committee has met on the above-listed case, and after review of all applicable standards contained in the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan, the Technical Review Committee finds that this request:  Meets all technical requirements of both the Ordinance and the Plan;  Is consistent, reasonable, and in the public interest; and  Should be APPROVED by the Randolph County Planning Board. The following policies from the Randolph County Growth Management Plan were identified by the Technical Review Committee as supporting this conclusion. Policy 6.5 The protection of viable rural neighborhoods should be encouraged by compatible residential development to ensure the continued existence as a major housing source and as a reflection of the long-term quality of life in Randolph County. Policy 6.13 Conventional residential subdivisions are anticipated of similar housing characteristics to the community. PARCEL INFORMATION: ZONING INFORMATION: Zoning District 1: RA-RESIDENTIAL AGRICULTURAL DISTRICT Zoning District 2: Zoning District 3: Specialty District: N/A Watershed Name: NONE Class A Flood Plain On Prop?: NO Flood Plain Map #: 3710778000J Growth Management Areas:SECONDARY GROWTH AREA Flood Plane Map #: Total Permit Fee: $100.00 COMMENTS: REQUESTED CHANGE: The undersigned owner/applicant do hereby make application for a PROPERTY ZONING CHANGE as allowed by the Randolph Couty Zoning Ordinance. Area To Be Rezoned: 15.9800 Lot Size Indicator: ACRE(S) Proposed Zoning District: CLOE-CD-CLUSTER SUBDIVISION OVERLAY EXCLUSIVE CONDITIONAL DISTRICT Proposed Use(S): TO ALLOW 6 LOT SITE BUILT SUBDIVISION AS PER THE SITE PLAN Condition(S): Applicant: MCKENZIE, LARRY W City, St. Zip: ASHEBORO, NC 27205 Address: 1095 BUNTING RD Owner: MCKENZIE, LARRY W Address: 1095 BUNTING RD City, St. Zip: ASHEBORO, NC 27205 Permit #: 2022-00000264 Parcel #: 7790494009 Date: 01/27/2022 Location Address: 1382 GRANTVILLE LN ASHEBORO, NC 27205 Permit Type Code: PZ 2 CONTACT NAME:MCKENZIE, LARRY W Contact Phone:336 953-2913 Acreage: Township:15.9800 09 - GRANT Subdivsion: Lot number: Timothy Mangum Authorized County Official Signature of Applicant: APPLICATION FOR ZONING CHANGE Page: 1 of 1 - LOCAL TELEPHONE NUMBER - Asheboro: (336) 318-6565 - Archdale/Trinity: (336) 819-3565 http://www.randolphcountync.gov COUNTY OF RANDOLPH Department of Planning & Zoning 204 E Academy St - PO Box 771 - Asheboro NC 27204-0771 APPLICATION FOR ZONING CHANGE McKenzie Request Location Map GRANTVILLE LNWOODLAND VIEW PL PINE LAKES DR GRANTVILLELNGRANTVILLE LNJENNIFER VIEW DR 1 inch equals 400 feet Directions to site: US Hwy 64 E - (R) Pleasant Ridge Rd - (R) Grantville Ln - Site on (R) Grantville Ln/Jennifer View Dr. McKenzie Rezoning Request !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( WOODLAND VIEW PL PINE LAKES DR GRANTVILLELNJENNIFER VIEW DR 1 inch equals 400 feet Eastview S/D Woodland Place S/D Request location Legend Parcels Structures Type !(Permanent Structure !(Temporary Structure Roads WaterBodies Streams 50 ft. Stream buffer Flood plains County zoning Districts RA RM RR A1.7'a:52.77Ch: N 19'2"W 160.02'A119.99' Rad: 525.76'Ch: S 6701'55" 119.73'BuildingBuilding1382 Grantville LnAsheboro, NCB u ilding She d ShedDB 2686 Pg 1490Lot 25 of PB 26 Pg 39Jennifer View DriveGrantville LaneSR 2614 60' Public R/W Gravel DriveOHUOHUComputed Point / Point Not SetBench MarkExisting Concrete MonumentEIP - Existing Iron PipeEIR - Existing Iron RodEN - Existing NailNCGS MonumentNIP - New Iron PipeNIR - New Iron RodRRS - Railroad SpikeR/W - Right of Way MonumentStoneEvergreen TreeHardwood TreeOverhead Utility LineSanitary Sewer LineStorm Sewer LineWater LineFenceProperty LineComputed Property LineRight of Way LineEasement LineSetback LinesTie LinesGGGas LineWellOverhead Power LineEEUnderground Electric LineTT100100FWFWUnderground Comm. Line100-Year Flood Hazard LineFloodwayC/L Railroad1239.43'364.45'81.39'87.57'348.33'291.20'291.04'243.88'58.20'59.02'290.96'158.90'76.95'63.05'276.98' 340.00'331.56'239.96'290.01'274.55'140.00'139.92'30.09'Lot 69.158 AcresLot 51.087 AcresLot 41.888 AcresLot 31.840 AcresLot 240,755 Sq FtLot 143,451 Sq FtSiteJennifer View DrWoodland View PlGrantville LnYoung RdPine Lakes DrLocation Map(Not to Scale)IIRENATWADRY RUSDNPROFSSONAL NORTCROIN A Grid NorthNAD 83 (2011)0 80 160 240Jennifer View,Firm #: P-1110Dan W Tanner II L-4787Phone Number: 336 625-8000Email: mail@surveycarolina.comNotes:1. No NCGS Monuments found within 2000' of property.2. This project is not located within a special flood hazard area.3. Area calculated by coordinate geometry.4. All lines surveyed by Survey Carolina, PLLC are indicated by boldlines. All lines not surveyed by Survey Carolina, PLLC areindicated by dashed lines.5. No attempt was made by this survey to locate all undergroundutilities nor any other easements that would be revealed by atitle search.6. Tax PIN: 7790494009STATE OF NORTH CAROLINAI, ________________________ Review Officer of Randolph County, certify that themap or plat to which this certification is affixed meets all statutory requirementsfor recording.__________ ________________________________________Date Review OfficerI, Dan W Tanner II, certify that this plat was drawn under my supervision from anactual survey made under my supervision (deed description recorded in:Book 2506, page 1484;that the boundaries not surveyed are clearly indicated as drawn from informationfound in Book See , page Notes ; that the ratio of precision or positionalaccuracy as calculated is 1:10000+, that this plat was prepared in accordance withG.S. 47-30 as amended. Witness my original signature, license number and seal thisthe 6th day of January, A.D., 2022.__________ _______________________________________________Professional Land Surveyor L-4787I, Dan W Tanner II, certify that this map was drawn under my supervision from anactual GPS/ GNSS survey made under my supervision and the following informationwas used to perform the survey:(1) Class of survey: Class A(2) Positional accuracy: <0.10'(3) Type of GNSS field procedure: Real-Time Kinematic Networks(4) Dates of survey: January 01, 2020(5) Datum/Epoch: NAD83(2011) / 2010.00(6) Published/Fixed-control use: North Carolina Real Time Network(7) Geoid model: Geoid 12A(8) Combined grid factor(s): 0.99999999(9) GPS/GNSS Scale Point:N:700,000.00 E:1,000,000.00 Z:700.00(10) Units: US Survey FeetI hereby certify that the subdivision plat shown hereon has been found to complywith the Subdivision Regulations for Randolph County, North Carolina, and that suchplat has been approved according to the procedures for approval of minorsubdivisions__________________________________________________________Date Randolph County Planning DirectorI, Dan W Tanner II, Professional Land Surveyor, certify:In accordance with NC General Statute 47-30(f)11aThat the survey creates a subdivision of land within the area of a county ormunicipality that has an ordinance that regulates parcels of land.PRELIMINARY PLAT - NOT FOR RECORDATION, CONVEYANCES, OR SALES McKenzie Rezoning Request WOODLAND VIEW PL GRANTVILLELNJENNIFER VIEW DR 1 inch equals 300 feet Legend Parcels Roads WaterBodies Streams 50 ft. Stream buffer McKenzie Rezoning Request Picture 1: Request location. Picture 2: Adjacent residence. Picture 3: Adjacent residence. Picture 4: Adjacent residence. Picture 5: Adjacent Residences. Picture 6: Adjacent residence. Page 1 of 6 Development Impact Analysis January 28, 2022 DEVELOPMENT IMPACT ANALYSIS County of Randolph, North Carolina Department of Planning & Development 204 E Academy Street, Asheboro, NC 27203 (336) 318-6555  planning@randolphcountync.gov Development policies outlined in the Randolph County Growth Management Plan are specifically designed to encourage long-term planning among property owners, developers, and the County. The Development Impact Analysis is a key component of this Plan and its use will increase public awareness of the relationship of growth, rural environmental impacts, and the capacity of local government to provide adequate public facilities based on future land use demands. The information contained in the Development Impact Analysis comes from the best available public data sources. Preliminary Plat Name Plat name and section: Jennifer View Applicant Information Owner of Record: Developer: Name: Larry W and Christy B McKenzie Name: Larry W McKenzie Address: 1095 Bunting Rd Address: 1095 Bunting Rd City, ST ZIP: Asheboro, NC 27205 City, ST ZIP: Asheboro, NC 27205 E-mail: larry@mckenzieproperties.net E-mail: larry@mckenzieproperties.net Phone: 336 953-2913 Phone: 336 953-2913 Representative: Engineer/Surveyor: Name: Name: Survey Carolina, PLLC Address: Address: 154B S Fayetteville St City, ST ZIP: City, ST ZIP: Asheboro, NC 27203 E-mail: E-mail: mail@surveycarolina.com Phone: Phone: 336 625-8000 Property Description Parcel: 7790494009 Acreage: 15.98 acres Growth Management Area: Secondary Growth Area Township: Grant Fire District: Eastside Existing Zoning: RA Existing conditions: Waterway Description Does the site contain any streams or rivers? Yes Stream name: Unnamed tributary Does the site contain any flood zone area? No Approximate acreage: 0.00 acres Does the site lie within a watershed? No Watershed: N/A Does the site contain wetlands? Yes Type: N/A Other comments: Page 2 of 6 Development Impact Analysis January 28, 2022 Project Description (If appropriate, attach a letter outlining in detail, the scope of the request.) Subdivision type: ....................................................................................................................... Site built Total acreage of development: ............................................................................................. 15.98 acres Total number of building lots: ................................................................................................................ 6 Minimum housing size: ....................................................................................................... sq. ft. Total acreage of proposed open space (if applicable): .......................................................... 0.00 acres Total road frontage of proposed development: ..................................................................... 1,911.57 ft. Average frontage of lots: .......................................................................................................... 318.60 ft. Width of the lot with smallest amount of road frontage: ........................................................... 139.92 ft. Width of the lot with greatest amount of road frontage: ............................................................ 637.11 ft. Is the 1:4 ratio maintained for Rural Growth Areas? ......................................................................... N/A Property is currently being used as: Residential Commercial Industrial Farming Leased hunting Vacant Other Features unique to this property: Ravines Hills Mountains Rights-of-way Easements Cemeteries Other Utilities Impact Water source: Individual well Sewer source: Septic system The distance, location, and provider of the nearest public water and sewer source. Service type Distance Location Provider Public water 2.75 miles Brooklyn Ave Ext Town of Ramseur Public sewer 2.95 miles Brooklyn Ave/Brooklyn Ave Ext Town of Ramseur Page 3 of 6 Development Impact Analysis January 28, 2022 Public Education Impact (Provided by the Boards of Education) School system: Randolph County Schools School impacted Grade level DPI Capacity Current membership Impact Franklinville Elementary K-5 547 313 1 Southeastern Randolph Middle 6-8 583 529 1 Eastern Randolph High 9-12 1015 665 1 Current mobile classrooms present: School Number of mobile classrooms Franklinville Elementary Southeastern Randolph Middle Eastern Randolph High Current traffic assessment: School Traffic assessment Franklinville Elementary Congested Southeastern Randolph Middle Congested Eastern Randolph High Congested School construction plans: School Construction plans Franklinville Elementary N/A Southeastern Randolph Middle N/A Eastern Randolph High N/A Traffic Analysis Impact (Provided by NCDOT GIS data services) Road(s) directly accessed by development: Road name Speed limit Average daily traffic count Grantville Ln 55 mph 1,200 Condition of the road accessed by the development: Good Characteristics of the road(s) directly accessed by development: Paved Curves Graveled Blindspot(s) Single lane Intersection(s) Bridge(s) Hill(s) The proposed development with 6 lots will generate an additional 36 total vehicle trips per day. Does the ADT count greater than 4,000 which would require a turning lane? No Page 4 of 6 Development Impact Analysis January 28, 2022 Housing and Community Impacts (Within one mile of the proposal) Housing patterns in subdivisions: Subdivision Type Number of lots Average acreage Bent Creek N/A 2 1.39 Buffalo Ridge Both 3 4.75 Charles Pugh Mobile home 3 25.59 CLICO Mobile home 2 11.31 Eastview Mobile home 25 1.21 Everett Wright and Others N/A 1 0.61 Fieldcrest Mobile home 16 1.23 Golda P Joyce N/A 3 23.20 Grantville Acres Site built 18 2.26 Guy Bralley Jr Mobile home 2 3.95 Holly Ridge Park N/A 1 0.02 Indigo Acres Mobile home 3 4.10 John M and Treva Maness Mobile home 7 11.41 Kindley Forest Site built 16 1.05 Mill Creek Mobile home 9 9.85 Mill Creek Meadows Site built 52 1.53 Pike Lakes Mobile home 22 1.977 Pine Meadows Site built 20 2.47 Woodland Place Mobile home 16 2.52 Total number of site-built homes ...................................................................................................... 185 Average square footage of site-built homes ................................................................... 1,489.75 sq. ft. Largest site-built home by square footage ..................................................................... 2,661.00 sq. ft. Smallest site-built home by square footage ...................................................................... 768.00 sq. ft. Total number of mobile homes ........................................................................................................... 95 Percentage of site-built homes .................................................................................................. 66.07 % Percentage of mobile homes .................................................................................................... 33.93 % Total number of acres .................................................................................................... 2,391.15 acres Average acreage ................................................................................................................... 5.83 acres Total acreage in tax-deferred farms .................................................................................. 815.17 acres Community Land Uses Commercial Farming Forestry Industrial Residential Church facilities Other: Page 5 of 6 Development Impact Analysis January 28, 2022 Special Community Districts Airport Overlay District Cluster Subdivision Overlay District E-1 Districts Rural Lot Subdivision Overlay District Rural Business Overlay District Industrial Overlay District Scenic Corridor Overlay District Commercial Environmental Overlay District Voluntary Agricultural District Conventional Subdivision Overlay District Unique Rural Land Uses in the Community HLPC Landmark/Cultural Heritage Site National Historic Landmark National Forest Natural Heritage Designated Sites Trailway as part of the County Greenway Plan Youth Camp(s) Agricultural Impact (Within One mile of the proposal) Adjoining farm properties:  N/A Are all well minimum setback lines noted on plat? N/A Tax-deferred farm properties: Property owner Parcel ID Location Britt E Allen Trustee 8701116220 R1003; Both R2657; W William J and Judith Allen Craven 7790839916 R2607; Both R2664; Both Mark T Braswell 8701008555 R1003; W Sebra D Brown 7790950580 R2612; E Norman Harris and Joann Burrow 7791718696 R2614; S Josephine P Cockman Life Estate 8700094396 R2613; N Derrick W and Jasmin Cox 8701022504 R1003; S Loyd G and Faye B Cox 7790696632 R2614; E No Rd Frtg Loyd G and Faye B Cox 7791516149 R2614; E Loyd G and Faye B Cox 7791805854 R2613; N No Rd Frtg Norman and Rebecca Cox 7790669029 R2612; W Ronald S and Faye B Cox 7790793421 R2613; N Deeded Access Randy Bryan and Karen Harman Davis 7780994381 R2611; E James Ray Johnson 7791828638 R2614; E Roby G Kidd, Jr 7790172401 R2611; W Roby G Kidd, Jr 7790173830 R2611; W Tammy J Leglue Trustee 7790063568 R2611; W Ronnie L and Nancy Jean Lucas 7791747383 Everett Wright & Others; Tr 5 Sondra S Maness 7790258044 R2614; E Sondra S Maness 7790332509 R2614; E Common Access Sondra S Maness 7790332990 R2614; E Common Access Sondra S Maness 7790340055 John M and Treva Maness, Tr3 Common Access Sondra S Maness 7790435755 R2607; N No Rd Frtg Page 6 of 6 Development Impact Analysis January 28, 2022 Property owner Parcel ID Location Sondra S Maness 7790447140 John and Treva Maness; L2 Sondra S Maness 7790451100 John M and Treva Maness; Tr2 No Rd Frtg Stephen L and Connie H Muehlbach 7790094912 Bobby and Betty Jones; L1 Karen Dale Rich Presnell 7791632676 R2614; N Common Access David Franklin and Rose B Stout 7780982217 R2611; W Darrell G and Sheela F Wright 7791448228 R1003; W Common Access Darrell G and Sheela F Wright 7791527623 R2614; Both Darrell G and Sheela F Wright 7791730877 R2614; E David R Wright 7790464124 R2614; E David R Wright 7791411667 R2614; W Farm operations that begin after the development of a major residential subdivision must abide by the 100 ft. waste setback rule on the farm property. Other Materials Submitted Preliminary approval from NCDOT District Engineer’s Office Buffer site plan Land Clearing Debris Plan Open Space Uses and maintenance agreements, if applicable Proposed deed restrictions Soil analysis Soil erosion plan, stormwater management plan, etc. Other: COUNTY OF RANDOLPH CONSISTENCY DETERMINATION AND FINDING OF REASONABLENESS AND PUBLIC INTEREST IN THE MATTER OF THE APPLICATION FOR REZONING BY LARRY W MCKENZIE REZONING REQUEST #2022-00000264 NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD According to North Carolina General Statutes § 160D and the Randolph County Unified Development Ordinance, the Randolph County Planning Board finds that the proposed zoning district map amendments to CVOE-CD - Conventional Subdivision Overlay Exclusive - Conditional District as described in the application of LARRY W MCKENZIE are consistent with the Randolph County Unified Development Ordinance and the 2009 Randolph County Growth Management Plan and are reasonable and in the public interest for the following reasons: 1. Determination of Consistency with the Growth Management Plan. A. Consistency with Growth Management Plan Map The Randolph County Growth Management Plan map for the southeast area shows the parcel to be rezoned in an area designated as Secondary Growth Area which are predominately residential and allows the highest density of residential development. B. Consistency with Growth Policies in the Growth Management Plan Policy 6.5 The protection of viable rural neighborhoods should be encouraged by compatible residential development to ensure the continued existence as a major housing source and as a reflection of the long-term quality of life in Randolph County. Consistency Analysis: As presented, this rezoning request is consistent with the Randolph County Growth Management as the request will protect the existing “rural neighborhoods” and provide an affordable housing source. Policy 6.13 Conventional residential subdivisions are anticipated of similar housing characteristics to the community. . Consistency Analysis: This request, as presented is “of similar housing characteristics to the community” as evidenced by the information on the Development Impact Analysis. 2. Statement of Reasonableness and Public Interest Reasonableness and Public Interest Analysis: The policies listed above illustrate how this request is consistent with the Ordinance, the Plan, and applicable General Statutes. The parcel in this rezoning request is subject to the Conditions agreed upon between the property owner and the Planning Board. These Conditions will limit the amount and type of development on the property reducing the impact on adjoining parcels. The proposed use will also increase the tax base and increase economic activity within the County. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF RANDOLPH COUNTY, NORTH CAROLINA WHEREAS, a 15.98 acre parcel, having the Randolph County Parcel Identification Number of 7790494009 is currently zoned RA - Residential Agricultural District by Randolph County, North Carolina; WHEREAS, the Randolph County Planning Board has conducted a duly noticed public hearing on March 8, 2022 to consider the proposed rezoning on application number 2022- 00000262, and all procedural requirements found in North Carolina General Statute 160D and the Randolph County Unified Development Ordinance have been satisfied; WHEREAS, the Randolph County Planning Board has found that the proposed rezoning is consistent with the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan and is reasonable and in the public interest, and the Randolph County Planning Board has adopted a separate statement to this effect; NOW THEREFORE, BE IT ORDAINED BY THE RANDOLPH COUNTY PLANNING BOARD THAT, the property is hereby rezoned to CVOE-CD - Conventional Subdivision Overlay Exclusive - Conditional District. The official Randolph County Zoning Map and the Randolph County Growth Management Plan Map is hereby amended, if necessary, to reflect the same and this Ordinance shall become effective upon adoption. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board MOTION TO APPROVE A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to APPROVE this rezoning request to rezone the specified parcel(s) on the rezoning application and the Map Amendment Ordinance, to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is also consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. MOTION TO DENY A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to DENY this rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is not consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. TECHNICAL REVIEW COMMITTEE RECOMMENDATION IN THE MATTER OF THE APPLICATION FOR REZONING REQUEST #2022-00000310 The Randolph County Planning Board will hold a Legislative Hearing on the request by HARDIN II, LLC, Liberty, NC, and their request to amend the Conditional District Permit on 16.70 acres at 2604 Old 421 Rd, Columbia Township, Rocky River Balance Watershed, Tax ID #8735602322, Primary Growth Area, from HC-CD - Highway Commercial - Conditional District to HC-CD - Highway Commercial - Conditional District. The proposed Conditional Zoning District would specifically amend the existing Conditional District Permit to allow two additional mini warehouse storage buildings as per the site plan. The Randolph County Technical Review Committee has met on the above-listed case, and after review of all applicable standards contained in the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan, the Technical Review Committee finds that this request:  Meets all technical requirements of both the Ordinance and the Plan;  Is consistent, reasonable, and in the public interest; and  Should be APPROVED by the Randolph County Planning Board. The following policies from the Randolph County Growth Management Plan were identified by the Technical Review Committee as supporting this conclusion. Policy 4.1 Provide for sites in Randolph County jurisdiction where rural commercial activity can locate with the goal of increasing economic activity, job creation and the provision of services to the rural community. Policy 4.2 Highway oriented commercial uses should be clustered along segments of arterial streets and contain land uses that are mutually compatible and reinforcing in use and design. They should be designed in a way that minimizes signage, access points and excessive lengths of commercial strip development. PARCEL INFORMATION: ZONING INFORMATION: Zoning District 1: HC-CD-HIGHWAY COMMERCIAL CONDITIONAL DISTRICT Zoning District 2: Zoning District 3: Specialty District: Watershed Name: ROCKY RIVER WATERSHED Class A Flood Plain On Prop?: NO Flood Plain Map #: 3710872400K Growth Management Areas:PRIMARY GROWTH AREA Flood Plane Map #: Total Permit Fee: $100.00 COMMENTS: REQUESTED CHANGE: The undersigned owner/applicant do hereby make application for a PROPERTY ZONING CHANGE as allowed by the Randolph Couty Zoning Ordinance. Area To Be Rezoned: 16.7000 Lot Size Indicator: ACRE(S) Proposed Zoning District: HC-CD-HIGHWAY COMMERCIAL CONDITIONAL DISTRICT Proposed Use(S): TO AMEND THE EXISTING CONDITIONAL DISTRICT PERMIT TO ALLOW FOR TWO ADDITIONAL MINI WAREHOUSE STORAGE BUILDINGS AS PER THE SITE PLAN Condition(S): Applicant: HARDIN II LLC City, St. Zip: LIBERTY, NC 27298 Address: P.O. BOX 400 Owner: HARDIN II LLC Address: P O BOX 400 City, St. Zip: LIBERTY, NC 27298 Permit #: 2022-00000310 Parcel #: 8735602322 Date: 02/01/2022 Location Address: 2604 OLD 421 RD STALEY, NC 27355 Permit Type Code: PZ 2 CONTACT NAME:HARDIN, BILLY Contact Phone:919 799-7739 Acreage: Township:16.7000 06 - COLUMBIA Subdivsion: Lot number: Eric Martin Authorized County Official Signature of Applicant: APPLICATION FOR ZONING CHANGE Page: 1 of 1 - LOCAL TELEPHONE NUMBER - Asheboro: (336) 318-6565 - Archdale/Trinity: (336) 819-3565 http://www.randolphcountync.gov COUNTY OF RANDOLPH Department of Planning & Zoning 204 E Academy St - PO Box 771 - Asheboro NC 27204-0771 APPLICATION FOR ZONING CHANGE Hardin, II, LLC, Request Location Map OLD421RDGRAY FOX LN U S H W Y 4 2 1 U S 4 2 1 SB E XITRAMPOLD421RD U S 421 NBEXIT RA M P OLD 421 RD US H W Y 4 2 1 US421SBONRAMPOLD421RD USHWY421 1 inch equals 400 feet Directions to site: US Hwy 421 S - (R) Exit ram to Old 421 Rd - (R) Old 421 Rd - Site on immediate (L) at 2604 Old 421 Rd. KÈ Staley Hardin II, LLC, Rezoning Request OLD421RDGRAY FOX LN U S 4 2 1 S B E XIT R A M POLD421RD U S 4 2 1 N B EXIT R A M P OLD 421 RD US421SBO N RA M P O LD 421 R D US H W Y 4 2 1 The request is located in Rocky River Watershed Area. 1 inch equals 400 feet Request location Hunters Cove S/D Legend Parcels Roads WaterBodies Streams 50 ft. Stream buffer Town of Staley County zoning Districts HC LI RA KÈ Hardin II, LLC, Rezoning Request OLD421RDGRAY FOX LN U S 4 2 1 S B E XIT R A M POLD421RD U S 4 2 1 N B EXIT R A M P OLD 421 RD US421SBO N RA M P O LD 421 R D US H W Y 4 2 1 The request is located in Rocky River Watershed Area. 1 inch equals 400 feet Legend Parcels Roads WaterBodies Streams 50 ft. Stream buffer Hardin II, LLC, Rezoning Request Picture 1: Request location. Picture 2: Request location. Picture 3: Adjacent business. Picture 4: Adjacent business. Picture 5: Adjacent residence. Picture 6: Request location on right as seen looking toward US Hwy 421. COUNTY OF RANDOLPH CONSISTENCY DETERMINATION AND FINDING OF REASONABLENESS AND PUBLIC INTEREST IN THE MATTER OF THE APPLICATION FOR REZONING BY HARDIN II, LLC REZONING REQUEST #2022-00000310 NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD According to North Carolina General Statutes § 160D and the Randolph County Unified Development Ordinance, the Randolph County Planning Board finds that the proposed zoning district map amendments to HC-CD - Highway Commercial - Conditional District as described in the application of Hardin II, LLC, are consistent with the Randolph County Unified Development Ordinance and the 2009 Randolph County Growth Management Plan and are reasonable and in the public interest for the following reasons: 1. Determination of Consistency with the Growth Management Plan. A. Consistency with Growth Management Plan Map The Randolph County Growth Management Plan map for the southeast area shows the parcel to be rezoned in an area designated as Primary Growth Area which generally lie along major transportation corridors and have access to urban services. This parcel is along US Hwy 421 which is a major transportation corridor. B. Consistency with Growth Policies in the Growth Management Plan Policy 4.1 Provide for sites in Randolph County jurisdiction where rural commercial activity can locate with the goal of increasing economic activity, job creation and the provision of services to the rural community. Consistency Analysis: The type of business being proposed by Hardin II, LLC, is consistent with the Randolph County Growth Management Plan, in that the service that is provided by these mini-warehouse storage units would provide opportunities for the surrounding citizens to be able to safely store household goods inside, in a location that is easily accessible and close to their residences. This type of commercial operation usually creates very little environmental impact on the community while also providing for an increase in the economic activity of the area while the buildings are under construction and may potentially provide more jobs for the area citizens. Policy 4.2 Highway oriented commercial uses should be clustered along segments of arterial streets and contain land uses that are mutually compatible and reinforcing in use and design. They should be designed in a way that minimizes signage, access points and excessive lengths of commercial strip development. Consistency Analysis: The type of business being proposed by Hardin II, LLC, consistent with the Randolph County Growth Management Plan, in that it is directly across the road from existing commercial/industrial facilities that have been on the property for many years. The placement of mini-warehouse storage facility is mutually compatible, and actually less intense, than the existing commercial operations. There will be one sign for the site along with one access point and will be almost eliminating the appearance of commercial strip development. 2. Statement of Reasonableness and Public Interest Reasonableness and Public Interest Analysis: The policies listed above illustrate how this request is consistent with the Ordinance, the Plan, and applicable General Statutes. The parcel in this rezoning request is subject to the Conditions agreed upon between the property owner and the Planning Board. These Conditions will limit the amount and type of development on the property reducing the impact on adjoining parcels. The proposed use will also increase the tax base and increase economic activity within the County. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF RANDOLPH COUNTY, NORTH CAROLINA WHEREAS, a 16.70 acre parcel, having the Randolph County Parcel Identification Number of 8735602322 is currently zoned HC-CD - Highway Commercial - Conditional District by Randolph County, North Carolina; WHEREAS, the Randolph County Planning Board has conducted a duly noticed public hearing on March 8, 2022 to consider the proposed rezoning on application number 2022- 00000310, and all procedural requirements found in North Carolina General Statute 160D and the Randolph County Unified Development Ordinance have been satisfied; WHEREAS, the Randolph County Planning Board has found that the proposed rezoning is consistent with the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan and is reasonable and in the public interest, and the Randolph County Planning Board has adopted a separate statement to this effect; NOW THEREFORE, BE IT ORDAINED BY THE RANDOLPH COUNTY PLANNING BOARD THAT, the property is hereby rezoned to HC-CD - Highway Commercial - Conditional District. The official Randolph County Zoning Map and the Randolph County Growth Management Plan Map is hereby amended, if necessary, to reflect the same and this Ordinance shall become effective upon adoption. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board MOTION TO APPROVE A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to APPROVE this rezoning request to rezone the specified parcel(s) on the rezoning application and the Map Amendment Ordinance, to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is also consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. MOTION TO DENY A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to DENY this rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is not consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. TECHNICAL REVIEW COMMITTEE RECOMMENDATION IN THE MATTER OF THE APPLICATION FOR REZONING REQUEST #2022-00000312 The Randolph County Planning Board will hold a Legislative Hearing on the request by DAVID BRIAN MOODY, Asheboro, NC, and his request to rezone 3.94 acres at 6995 US Hwy 220 S, Richland Township, Tax ID #7666422421 and 7666426428, Primary Growth Area, from LI - Light Industrial District to HI-CD - Heavy Industrial - Conditional District. The proposed Conditional Zoning District would specifically allow the operation of a power screen to crush concrete and asphalt as per the site plan. The Randolph County Technical Review Committee has met on the above-listed case, and after review of all applicable standards contained in the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan, the Technical Review Committee finds that this request:  Meets all technical requirements of both the Ordinance and the Plan;  Is consistent, reasonable, and in the public interest; and  Should be APPROVED by the Randolph County Planning Board. The following policies from the Randolph County Growth Management Plan were identified by the Technical Review Committee as supporting this conclusion. Policy 4.1 Provide for sites in Randolph County jurisdiction where rural commercial activity can locate with the goal of increasing economic activity, job creation and the provision of services to the rural community. Policy 4.2 Highway oriented commercial uses should be clustered along segments of arterial streets and contain land uses that are mutually compatible and reinforcing in use and design. They should be designed in a way that minimizes signage, access points and excessive lengths of commercial strip development. PARCEL INFORMATION: ZONING INFORMATION: Zoning District 1: LI-LIGHT INDUSTRIAL DISTRICT Zoning District 2: Zoning District 3: Specialty District: N/A Watershed Name: NONE Class A Flood Plain On Prop?: NO Flood Plain Map #: 3710766600J Growth Management Areas:PRIMARY GROWTH AREA Growth Management Areas:SECONDARY GROWTH AREA Flood Plane Map #: Total Permit Fee: $100.00 COMMENTS: REQUESTED CHANGE: The undersigned owner/applicant do hereby make application for a PROPERTY ZONING CHANGE as allowed by the Randolph Couty Zoning Ordinance. Area To Be Rezoned: 3.9400 Lot Size Indicator: ACRE(S) Proposed Zoning District: HI-CD-HEAVY INDUSTRIAL CONDITIONAL DISTRICT Proposed Use(S): TO ALLOW THE OPERATION OF A POWERSCREEN TO CRUSH CONCRETE AND ASPHALT AS PER THE SITE PLAN Condition(S): Applicant: MOODY, DAVID BRIAN City, St. Zip: ASHEBORO, NC 27205 Address: 2657 MOUNTAIN LAUREL LN Owner: MOODY, DAVID BRIAN Address: 2657 MOUNTAIN LAUREL LN City, St. Zip: ASHEBORO, NC 27205 Permit #: 2022-00000312 Parcel #: 7666422421 Date: 02/01/2022 Location Address: 6995 US HWY 220 S ASHEBORO, NC 27205 Permit Type Code: PZ 2 CONTACT NAME:MOODY, BRIAN Contact Phone:336 4650292 Acreage: Township:3.1800 17 - RICHLAND Subdivsion: Lot number: Eric Martin Authorized County Official Signature of Applicant: APPLICATION FOR ZONING CHANGE Page: 1 of 1 - LOCAL TELEPHONE NUMBER - Asheboro: (336) 318-6565 - Archdale/Trinity: (336) 819-3565 http://www.randolphcountync.gov COUNTY OF RANDOLPH Department of Planning & Zoning 204 E Academy St - PO Box 771 - Asheboro NC 27204-0771 APPLICATION FOR ZONING CHANGE Moody Request Location Map U S HW Y 2 2 0 S US HW Y 2 2 0 S EMMA N U E L C H U R C H R D OAK VIEW LN OLD NC HWY 13 U S HW Y 2 2 0 S 1 inch equals 500 feet Directions to site: US Hwy 220 Bus S - Site on (L) approx. 3/10 mile past Old NC Hwy 13 at 6995 US Hwy 220 Bus S. Moody Rezoning Request !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( OAK VIEW LN U S HW Y 2 2 0 S 1 inch equals 400 feet Request location Plastics manufacturing Legend Parcels Structures Type !(Permanent Structure !(Temporary Structure !(Miscellaneous Structures Roads WaterBodies Streams 50 ft. Stream buffer County zoning Districts HC LI RA RR Moody Rezoning Request US HW Y 2 2 0 S 1 inch equals 200 feet Legend Parcels Roads Moody Rezoning Request Picture 1: Request location. Picture 2: Rear of request location. Picture 3: Adjacent commercial operation. Picture 4: Adjacent commercial operation. Picture 5: Adjacent commercial operation. Picture 6: Adjacent commercial operation. COUNTY OF RANDOLPH CONSISTENCY DETERMINATION AND FINDING OF REASONABLENESS AND PUBLIC INTEREST IN THE MATTER OF THE APPLICATION FOR REZONING BY DAVID BRIAN MOODY REZONING REQUEST #2022-00000312 NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD According to North Carolina General Statutes § 160D and the Randolph County Unified Development Ordinance, the Randolph County Planning Board finds that the proposed zoning district map amendments to HI-CD - Heavy Industrial - Conditional District as described in the application of DAVID BRIAN MOODY are consistent with the Randolph County Unified Development Ordinance and the 2009 Randolph County Growth Management Plan and are reasonable and in the public interest for the following reasons: 1. Determination of Consistency with the Growth Management Plan. A. Consistency with Growth Management Plan Map The Randolph County Growth Management Plan map for the southeast area shows the parcel to be rezoned in an area designated as Primary Growth Area which generally lie along major transportation corridors and have access to urban services. This parcel is along US Hwy 220 S which is a major transportation corridor. B. Consistency with Growth Policies in the Growth Management Plan Policy 4.1 Provide for sites in Randolph County jurisdiction where rural commercial activity can locate with the goal of increasing economic activity, job creation and the provision of services to the rural community. Consistency Analysis: They type of business being proposed in this request is consistent with the Randolph County Growth Management Plan in that the proposal is located in a commercial/industrial area of the County and would meet the goals of “increasing economic activity, job creation and the provision of services to the rural community.” Policy 4.2 Highway oriented commercial uses should be clustered along segments of arterial streets and contain land uses that are mutually compatible and reinforcing in use and design. They should be designed in a way that minimizes signage, access points and excessive lengths of commercial strip development. Consistency Analysis: As stated previously, this request is located in a commercial/industrial area and is consistent with the Randolph County Growth Management Plan in that the use is “mutually compatible and minimizes signage, access points and excessive lengths of commercial strip development.” 2. Statement of Reasonableness and Public Interest Reasonableness and Public Interest Analysis: The policies listed above illustrate how this request is consistent with the Ordinance, the Plan, and applicable General Statutes. The parcel in this rezoning request is subject to the Conditions agreed upon between the property owner and the Planning Board. These Conditions will limit the amount and type of development on the property reducing the impact on adjoining parcels. The proposed use will also increase the tax base and increase economic activity within the County. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF RANDOLPH COUNTY, NORTH CAROLINA WHEREAS, a 3.94 acre parcel, having the Randolph County Parcel Identification Number of 7666422421 and 7666426428 is currently zoned LI - Light Industrial District by Randolph County, North Carolina; WHEREAS, the Randolph County Planning Board has conducted a duly noticed public hearing on March 8, 2022 to consider the proposed rezoning on application number 2022- 00000312, and all procedural requirements found in North Carolina General Statute 160D and the Randolph County Unified Development Ordinance have been satisfied; WHEREAS, the Randolph County Planning Board has found that the proposed rezoning is consistent with the Randolph County Unified Development Ordinance and the Randolph County Growth Management Plan and is reasonable and in the public interest, and the Randolph County Planning Board has adopted a separate statement to this effect; NOW THEREFORE, BE IT ORDAINED BY THE RANDOLPH COUNTY PLANNING BOARD THAT, the property is hereby rezoned to HI-CD - Heavy Industrial - Conditional District. The official Randolph County Zoning Map and the Randolph County Growth Management Plan Map is hereby amended, if necessary, to reflect the same and this Ordinance shall become effective upon adoption. Adopted on March 8, 2022. _____________________________________ Chair, Randolph County Planning Board ATTEST _______________________________ Kimberly J. Heinzer, Clerk to the Randolph County Planning Board MOTION TO APPROVE A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to APPROVE this rezoning request to rezone the specified parcel(s) on the rezoning application and the Map Amendment Ordinance, to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is also consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion. MOTION TO DENY A CONDITIONAL DISTRICT REZONING NORTH CAROLINA RANDOLPH COUNTY PLANNING BOARD “I make the motion to DENY this rezoning request to rezone the specified parcel(s) on the rezoning application to the requested zoning district based upon the Determination of Consistency and Findings of Reasonableness and Public Interest statements that are included in the Planning Board agenda, submitted during the rezoning presentation and as may be amended, incorporated into the motion, to be included in the minutes, as well as the site plan(s) with any and all agreed-upon revisions, also incorporated into the motion and that the request is not consistent with the Randolph County Growth Management Plan.” If making a second to the motion, please change to say, “I second the motion . . .” and continue reading the rest of the motion.