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Home My WebLink AboutAgenda and Comments TECHNICAL REVIEW COMMITTEE AGENDA February 18, 2026 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, December February 18, 2026 at 2:00 p.m. to discuss the below items. The Technical Review Committee (TRC) is a staff-level group that reviews projects for compliance with the regulations administered by each respective review agency. The TRC meetings are considered staff meetings with applicants and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state agencies about the review comments they have been provided. No voting is involved in the technical review process and no approvals or denials are made at TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Information about the projects can be found on online at the county’s Development Activity page. This meeting will be conducted remotely via teleconference. Interested parties can listen to the February 18, 2026 TRC meeting by calling 336-218-2051 and entering conference ID: 924 090 144 # 2 Agenda Items Item 1: 1951 Corporate Drive – Olsen Park Maintenance Building – SITECN-26-000005  Request by William Stanton, Applicant, on behalf of the City of Wilmington, for a 1,840 sq ft maintenance building.  The site is located at 1951 Corporate Drive and is zoned R-15.  The engineer is William Stanton with CLH Design (wstanton@clhdesignpa.com).  The case planner is Ryan Beil (rbeil@nhcgov.com) Item 2: 4628 Northchase Parkway – Wilmington Machinery – SITECN-26-000006  Request by Dr. Yousry Sayed, Owner, for a 33,400 sq ft addition.  The site is located at 4628 Northchase Parkway and is zoned PD.  The engineer is Charlie Cazier with Intracoastal Engineering (charlie@intracoastalengineering.com).  The case planner is Ryan Beil (rbeil@nhcgov.com) Item 3: 4828 Holly Shelter Road – 7-11 – SITECN-26-000007  Request by Andrew Laing, Applicant, for a 5,400 sq ft 7-11.  The site is located at 4828 Holly Shelter Road and is zoned B-2.  The engineer is Ryan Olivia with LJA (rolivia@csere.com).  The case planner is Zachary Dickerson (zdickerson@nhcgov.com) Item 4: 7622 Market Street – Circle K – Sketch Plan Review  Request for a Circle K  The site is located at 7622 Market Street and is 2.74 acres, zoned CZD B-1  The engineer is Timmons Group Olsen Park Maintenance Building – 1951 Corporate Dr – TRC Review Page | 1 To: William Stanton, Applicant, on behalf of City Of Wilmington, Owner From: Ryan Beil, Development Review Planner Date: February 18, 2026 Technical Review Committee (TRC) PID#: R03400-002-003-001 Egov# SITECN-26-000005 Subject: 1951 Corporate Drive – Olsen Park Maintenance Building - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the February 18, 2026, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Olsen Park Maintenance Building – 1951 Corporate Dr – TRC Review Page | 2 Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Property is zoned R-15. b. As stated by the application the intended use is Park and Recreation Area. The Unified Development Ordinance (UDO) defines the use as: i. An area of land set aside for public use and enjoyment and consisting of facilities for passive and/or active recreation, specifically excluding commercially operated recreational facilities. This use does not include passive or active open spaces developed to be ancillary to residential neighborhoods and developments. ii. Please list all incidental or customary activities that may occur on the property in line with and under the general definition of the requested use. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. 2. UDO Section 5.1, Parking and Loading a. The intended permitted use has no minimum parking requirements. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Foundation plantings located between the building face and the parking lot or drive aisle shall be required for all portions of buildings adjacent to parking lots or internal drive aisles. Olsen Park Maintenance Building – 1951 Corporate Dr – TRC Review Page | 3 i. The foundation planting area shall be 12% of the area of the first-floor building face, or building face up to 25 feet in height, whichever is less, adjacent to the parking area or internal drive; and ii. The foundation planted area shall be planted as landscaped areas of sufficient variety, height, and size with plantings listed in the New Hanover County Tree and Landscaping Manual. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resources map, there is approximately 20 acres of Pocosin on site, with approximately 8 acres underlaid by Class IV soils, however no disturbance is shown on the portion of the site containing Pocosin underlaid by Class IV soils, please confirm, as conservation standards could apply if disturbed. 9. UDO Article 9, Flood Damage Prevention a. Per the New Hanover County Flood map, part of the property is in a regulatory floodplain, but the building envelope is entirely outside the flood zone. NHC Fire Services, Ray Griswold 910-798-7448 Compliance with NC Fire Code 1. Fire finals required 2. Portable fire extinguishers per NFPA 10 3. KNOX Entry Padlocks required on main entrance gate to park and gate entry to Maintenance Facility. NHC Soil & Water Conservation, Dru Harrison 910-798-7135 General comments about existing soil conditions of the site. 1. No comments Olsen Park Maintenance Building – 1951 Corporate Dr – TRC Review Page | 4 NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. The erosion control permitting will be issued by NC DEQ DEMLR. Please submit for permit as the design is completed. 2. Please contact the State for the stormwater permit modification requirements. 3. A revision to ATC# 492-03/03/09 will be required. Please include all requisite calculations for the proposed conveyance systems and documentation that the offsite SCM is sized for the proposed impervious area. Please digitally submit the permit applications documentation revisions with requisite review fees and a new STMW permit will be assigned to the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Digital application reflects connection to public water and sewer. All sites around this site are on public water and sewer. No violations to surrounding properties well or septic systems noted. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Please update the site plan to reflect Corporate Drive instead of Olsen Park Lane. 2. Please contact me for a new building address following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available - connection through existing services. 4. CFPUA Meter Sizing Form will be required. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). Olsen Park Maintenance Building – 1951 Corporate Dr – TRC Review Page | 5 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-398-9114 Driveway access and state road improvements 1. No comments WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. No comments Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools New Hanover County Sustainability Manager NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources Wilmington Machinery – 4628 Northchase Parkway NE – TRC Review Page | 1 To: Dr. Yousyr Sayed, Owner From: Ryan Beil, Development Review Planner Date: February 18, 2026 Technical Review Committee (TRC) PID#: R02612-001-004-000 Egov# SITECN-26-000006 Subject: 4628 Northchase Parkway NE – Wilmington Machinery - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. Wilmington Machinery – 4628 Northchase Parkway NE – TRC Review Page | 2 The following comments have been received for the February 18, 2026, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. Property is zoned as a Planned Development (PD). b. As stated by the application the intended use is Plastic Product Manufacturing. The Unified Development Ordinance (UDO) defines the use as: i. This industry group comprises establishments primarily engaged in processing new or spent (i.e., recycled) plastics resins into intermediate or final products. Using such processes as compression molding; extrusion molding; injection molding; blow bolding; and casting. Within most of these industries, the production process is such that a wide variety of products can be made. ii. Further review of the intended use will be required, as this use is not a permitted use in PD districts under the current Unified Development Ordinance. iii. Please list all incidental or customary activities that may occur on the property in line with and under the general definition of the requested use. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. This project has been conditionally rezoned to a Planned Development as case number Z-231. 2. UDO Section 5.1, Parking and Loading a. Use requires 1.5 parking spaces for every 1,000 square feet of building area. Project proposes a 33,400 square foot addition. Required parking is 33,400 / 1,000 = 33.4 x 1.5 = 50 additional required parking spaces. b. As the site is updated and brought into compliance with the current ordinance, existing parking does not meet requirements for the use. There appears to be approximately 42 spaces currently, for the 57,630 square foot building. My Wilmington Machinery – 4628 Northchase Parkway NE – TRC Review Page | 3 calculations yield 87 required parking spaces for the existing building, not including the 50 from the new building. c. Per 5.1.3.A of the Ordinance, a parking demand study can be submitted to demonstrate that the appropriate minimum number of off-street parking spaces for the project is different from the standards outlined in Section 5.1.2, Minimum Off- Street Parking Standards by conducting a parking demand study prepared by a professional engineer. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Street yard landscaping will be required along street frontages. i. B-2 and I-2 primary street yard requires 25 square feet for each linear foot of street frontage; with secondary frontages requiring 50 of the primary frontage. There is a minimum width of 12.5’, and a maximum width of 37.5’. ii. There appears to be roughly 410 feet of street frontage along Corporate, and roughly 200 feet of Northchase Parkway. 1. 25 x 200 = 5000 square feet of street yard required if we consider Northchase Parkway to be the primary frontage. That would mean the Corporate Drive frontage would be considered secondary and could be reduced by 50%. 25 x 410 = 10,250 square feet of street yard landscaping (or 5,125 square feet if we continue viewing this as secondary) iii. For every 600 square feet, 1 canopy tree or three understory trees are required, along with 6 shrubs. b. Parking lot landscaping required equaling 8% of the total vehicle use area. i. One tree per 144 square feet Wilmington Machinery – 4628 Northchase Parkway NE – TRC Review Page | 4 ii. At least 75% of trees shall be shade/canopy species. iii. No parking space shall be located more than 120 feet from a landscape island. c. Foundation plantings located between the building face and the parking lot or drive aisle shall be required for all portions of buildings adjacent to parking lots or internal drive aisles. i. The foundation planting area shall be 12% of the area of the first-floor building face, or building face up to 25 feet in height, whichever is less, adjacent to the parking area or internal drive; and ii. The foundation planted area shall be planted as landscaped areas of sufficient variety, height, and size with plantings listed in the New Hanover County Tree and Landscaping Manual. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resources map, there are no conservation resources located on the site. 9. UDO Article 9, Flood Damage Prevention a. Per the New Hanover County Flood map, no part of the property is in a regulatory floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or Wilmington Machinery – 4628 Northchase Parkway NE – TRC Review Page | 5 complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. Fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. NHC Soil & Water Conservation, Dru Harrison 910-798-7135 General comments about existing soil conditions of the site. 1. No comments NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. Please contact the State for their stormwater permit requirements. It is anticipated a major modification to SW8 910207 will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Records indicate this site is on public water and sewer. Proposed additions do not violate setback to any surrounding properties well or septic systems. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. No comments, existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. Wilmington Machinery – 4628 Northchase Parkway NE – TRC Review Page | 6 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available - property currently connected. 4. CFPUA Meter Sizing Form will be required. After connection it will determine if plan review will be required. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-398-9114 Driveway access and state road improvements 1. Comments attached WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Comments attached Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools New Hanover County Sustainability Manager NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources MEMORANDUM To: New Hanover County Technical Review Committee Date: January 26, 2026 Subject: Wilmington Machinery NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Manufacturing (140) 91,030 SF 545 86 84 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: February 9, 2026 TO: New Hanover County Technical Review Committee SUBJECT: Wilmington Machinery – 4628 Northchase Parkway NE ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Gated Entrances: • Show and label any proposed gates with distances to the right of way line. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION 8( 8( 8( 8( 8( 8( ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; &$7&+%$6,1723 ,19287 1 5 & 3 5&3 ,19287 : ,19287 1 5 & 3 5&3,19287 ( &$7&+%$6,1723 ,19,1 6,19,1 (,19,1 1,19287 : 5 & 3 5&3 5&3 &$7&+%$6,1723 ,19,1 (,19287 6( &$7&+%$6,1723 ,19,1 (,19287 : &$7&+%$6,1723 ,19287 : 5 & 3 5&3 5&3 ,19287 1( &$7&+%$6,1723 ,19,1 1(,19287 1: &$7&+%$6,1723 ,19,1 6(,19287 : &$7&+%$6,1723 ,19,1 (,19287 : 5&3 ,19287 : 5&3 &$7&+%$6,1723 ,19,1 1:,19,1 :,19287 6 &$7&+%$6,1723 ,19287 ( 5 & 3 &$7&+%$6,1723 ,19,1 1,19287 : 5&3 (;3523$1(7$1.6 6)%8,/',1*$'',7,21))( (;,;67,1*%8,/',1*6)))( %2//$5'67<3 (;/$1'6&$3($5($ (;/$1'6&$3($5($(;/$1'6&$3($5($ (;/$1'6&$3($5($ (;/$1'6&$3($5($ $63+$/73$5.,1*$'',7,21 (;&21&5(7(5$03 (;$63+$/73$5.,1*(;$63+$/73$5.,1* (;$63+$/7'5,9( (;)+ , 1 7 ( 5 6 7 $ 7 ( 3 8 % / , & 5 : 9 $ 5 , ( 6 8%/,&5: (;$63+$/73$' 5(7$,1,1*:$//6 5(7$,1,1*:$//6 6,'(:$/.6,'(:$/./$1'6&$3,1*$5($ /$1'6&$3,1*$5($ /$1'6&$3,1*$5($ 1)3,'53<5$0,'5($/(67$7(+2/',1*6//&'%3* 7$7( $3352;/2&$7,212):$7(5/,1( 3 8 % / , & 5 : 6 : 7,(72&21&5(7(02180(17,1&(17(52)&8/'(6$&2)1257+&+$6(3$5.:$<52$' 52:$&48,67,213(50%3*'%3*6) (; , 6 7 , 1 * : ( 7 3 2 1 ' 287/(76758&785(6(('(7$,/ )(6: ; ;(',19 352326(':(7'(7(17,21%$6,172% )3 13 %70 39&522)'5$,1# 3 9 & 5 2 2 ) ' 5 $ , 1 # 6'0+5,0,19 ',5,0,19 0$7&+(;(23 0$7&+(;(23 (;&21&5(7( (;522)'5$,166(($5&+,7(&785$/3/$16)257,(,1725(/2&$7('287/(7 39&522)'5$,1720$7&+6,=( 6/23(2)$5&+,7(&785$/3/$16 35 2 3 6 , ' ( : $ / . 7<3 7 < 3 5(/2&$7('),5(+<'5$17 5 & 3 5 & 3 %$<'2256 63$&(663$&(6 $'$63$&(6 63$&(6 63$&(6 63$&(6 5 & 3 6'0+5,00$7&+(;,19 :,'((0(5*(1&<63,//:$< 39&522)'5$,1# )(6: ; ;(',19 5&3)(6723 ,19287 : &/($12877<3 & 35 ( / , 0 , 1 $ 5 < 6 , 7 ( 3 / $ 1 6,7('$7$ 3$5&(/,' 5 &855(17=21,1* 3' 352-(&7$''5(66 1257+&+$6(3.<1(:,/0,1*7211& &855(172:1(5 3<5$0,'5($/(67$7(+2/',1*6//&0$//$5''5 :,/0,1*7211& $&5($*(,1352-(&7%281'$5< 6)DF (;,67,1*352326('86( 3/$67,&60$18)$&785,1*1$,&6 %8,/',1*6,=( 6)*)$727$/6)([LVWLQJ6)3URSRVHG %8,/',1*+(,*+7 6725< &$/&8/$7,21)25%8,/',1*&29(5$*(352326('&29(5$*( 6)·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5(029($//7(0325$5<(526,21&21752/0($685(68321&203/(7,212)&216758&7,21$1':,7+$33529$/)5207+(1+&(526,21&21752/,163(&725$//3(50$1(170($685(66+$//%(:(//(67$%/,6+('35,2572352-(&7&203/(7,21 6FDOH Holly Shelter 7-11 – 4828 Holly Shelter Rd – TRC Review Page | 1 To: Ryan Oliva, C4 CStore Holdings, V, LLC (roliva@csere.com) From: Zach Dickerson, Senior Planner Date: February 18, 2026 Technical Review Committee (TRC) PID#: R01100-008-015-000 Egov# SITECN-26-000007 Subject: 4828 Holly Shelter Rd – Holly Shelter 7-11 - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. The following comments have been received for the February 18, 2026, TRC meeting. Additional comments may be made upon further review of subsequent revisions Holly Shelter 7-11 – 4828 Holly Shelter Rd – TRC Review Page | 2 Planning, Zach Dickerson 910-798-7450 Compliance with local UDO requirements 1. General Comments a. This site is zoned B-2, Regional Business. b. As stated in the application the intended use is Convenience Store and Fuel Sales. The Unified Development Ordinance (UDO) defines the use as i. Convenience Store: A small retail self-service store selling a limited line of fast- moving food and nonfood items, usually with extended hours of operation and usually with a high volume of customer traffic comprised of quick transactions of a small number of items. Includes fuel sales as an accessory use. ii. Fuel sales: A facility engaged in the storage, distribution, and retail sales of vehicle fuels for personal vehicles, fleet vehicles, and/or trucks. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. It does appear that there is a Permanent Utility Easement on this site, but no structures are proposed in it- all good. e. This site is also located in the Special Highway Overlay District (SHOD). There are additional setback requirements in the SHOD. i. The site plan shows the SHOD line on this parcel, and no buildings are located in it- though the site plan as it stands would be compliant with all setbacks anyways. All good, no further action needs to be taken. Thanks for showing this on the site plan! 2. UDO Section 5.1, Parking and Loading a. Convenience Stores require 2.5 parking spaces/1,000 sq ft i. 5,373 sq ft of convenience store would require 13 parking spaces. b. Fuel sales require 1.5 spaces/1,000 sq ft i. 5,835 sq ft of fuel sales (area of canopy) would require 9 parking spaces. Holly Shelter 7-11 – 4828 Holly Shelter Rd – TRC Review Page | 3 c. Site plan notes 29 passenger vehicle parking spaces- minimum parking requirements met. d. Where a site provides more than 25 parking spaces, Electric Vehicle charging conduit is required for 20% of those spaces. You do not have to install charges, just show that the conduit is being run to a minimum of 6 spaces. i. Please refer to UDO Section 5.1.2.D for Electric Vehicle Parking Standards. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. b. A TIA has been issued for this development. Please refer to the TIA for trip volume and projected traffic counts. 4. UDO Section 5.3, Tree Retention a. TR-26-000003 has been received for this development and will be reviewed. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Per Section 5.4.2.B, 15 Trees per acre disturbed. 4.4 acres disturbed requires 66 trees to be planted or retained on the site. a. Per the Tree Removal Permit pages in the site plan, significantly more than 66 trees are being retained on the site. This requirement is met. b. Street yard landscaping: a. Per the landscaping calculations on sheet L101, street yard planting requirements are met. c. Parking Lot Interior Landscaping: a. These calculations also look good- I like the usage of the western property line for parking lot landscaping. d. Foundation Plantings: a. These calculations also look good. e. Surrounding parcels are not zoned residentially, Transitional Buffer is not required and is noted as such on sheet L101. Holly Shelter 7-11 – 4828 Holly Shelter Rd – TRC Review Page | 4 f. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. g. As a note, thank you for being so thorough in this landscape plan. It made reviewing it much more straightforward. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Assuming lighting will be provided on the site, just make sure to send over a lighting plan to me, you can do this concurrently with building permits. 7. UDO Section 5.6, Signs a. I’ve noted a couple of directional signs on this site, how big will the “auto-only,” “truck entrance,” and “truck exit” signs be? i. The reason I ask is to try and avoid the issue we ran into with the other 7-11 on US 421, where there was some back and forth about directional signs on the property and how many were allowed and how big the planned ones were. ii. I know some of this was because there was one entrance for both autos and trucks which caused some confusion and this site is designed differently, so it may not be a problem. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources a. The majority of this site has Pocosin Conservation Resource on it. However, there are no Class IV soils on the site. b. Due to an historic staff determination, if Pocosin Conservation Resources are not underlaid with Class IV soils, Conservation Resource Standards do not kick in. c. No further action needed. Holly Shelter 7-11 – 4828 Holly Shelter Rd – TRC Review Page | 5 9. UDO Article 9, Flood Damage Prevention a. None of this property is within the floodplain. NHC Fire Services, Ray Griswold 910-798-7458 Compliance with NC Fire Code 1. Fire finals required 2. Underground fuel tank permits required, including testing of tanks & piping 3. NFPA 10 requirements for fire extinguishers 4. Notify our office once fire hydrants are relocated - 5 inch STORZ adapters required if not equipped. on 4.5 inch connection. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. Please contact the State for their stormwater permit requirements. It is anticipated a new high density permit will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. Proposed development and infrastructure does not violate setbacks to any surrounding properties well or septic systems. 2. Any possible food service within the facility must submit plans to the NC Environmental Health Plan Review Unit. Holly Shelter 7-11 – 4828 Holly Shelter Rd – TRC Review Page | 6 NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. No comments, existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available. 4. Plans are currently in CFPUA Plan Review. 5. CFPUA Meter Sizing Form will be required. 6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 7. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 8. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. See attached comments. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. See attached comments. Holly Shelter 7-11 – 4828 Holly Shelter Rd – TRC Review Page | 7 Army Corps of Engineers, Brad Shaver 910-251-4611 Information or Requirements if wetlands are impacted 1. No comments. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: February 9, 2026 TO: New Hanover County Technical Review Committee SUBJECT: Seven-Eleven – 4828 Holly Shelter Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway permit has been submitted to NCDOT for review. • Permit # D033-065-26-00008. This permit is being reviewed by: • Michael Pridgen (910-398-9117, mepridgen@ncdot.gov ). NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Required Roadway Improvements: The following roadway improvements are required per the approved TIA: SR 1002 (Holly Shelter Road) at SR 2662 (Barbados Boulevard) (existing unsignalized intersection): • Signalize the intersection and coordinate it into a signal system with the adjacent future I-40 Ramp signals. • Extend the existing eastbound right turn lane on Holly Shelter Road to provide 225 feet of full width storage and appropriate deceleration and taper lengths. SR 2662 (Barbados Boulevard) at Access A (proposed unsignalized driveway): • Construct the eastbound approach (Access A) with one ingress lane and one egress lane. • Provide stop control for the eastbound approach. • Provide an internal protected stem of 50 100 feet, as measured from the right-of- way line. • Construct a southbound right turn lane on Barbados Boulevard with full width storage extending to Holly Shelter Road. SR 2662 (Barbados Boulevard) at Access B (proposed unsignalized egress only driveway): • Construct the eastbound approach (Access B) with one ingress lane and one egress lane. • Provide stop control for the eastbound approach. • Provide an internal protected stem of 75 feet, as measured from the right-of-way line. SR 2662 (Barbados Boulevard) at Access C (proposed unsignalized ingress egress only driveway): • Construct the eastbound approach (Access C) with one ingress egress lane. Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. • Figure 8-10 Recommended Treatment for Turn Lanes (Included). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Land Use Codes: • Provide the appropriate land use codes and estimated trips for the proposed project. Driveway Plan Requirements: • Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. • Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance (6’ minimum). • Show grades at the centerline, edge of pavement, and within the proposed driveway. • Show the driveway profile with the proposed storm drainpipe. o Select the appropriate type of drainage pipe for the amount of available coverage. Drainage/Stormwater Conveyance: • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • Pipe Cover Minimums (measured from top of pipe to subgrade): o High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”. • Pipe End Treatment: use parallel pipe end sections. o NCDOT Standards 310.02. • All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown. o Provide spot elevations along frontage of driveway (at EOP and centerline). o Provide grades and spot elevations for existing and proposed ditches. o Show how drainage will be accommodated along property frontage. • Hydraulic calculations and associated plan sheets will need to be submitted for the site. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Right of Way and/or Easement Dedication: • Additional right of way and/or easements may be necessary to construct all the required roadway improvements. Signal Agreement: • Due to the proposed traffic signal installation / modification for this project a Traffic Signal Agreement is required. Contact Stonewall Mathis, Division 3 Deputy Traffic Engineer at 910-341-2200 to execute a Traffic Signal Agreement. • The signal plans will need to be approved prior to the issuance of this encroachment agreement to make sure that the pavement markings match. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Driveway Radius: • Make sure to accommodate the largest proposed vehicle. o The ingress radius for site access B should be looked at. Internal Stem Protection: • Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. o Site access A-100’ and site access B-75’. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. Symbol Description Material Transport Pay Item No.Linear Length Adjustment T1 WHITE EDGELINE (4", 90 MIL)Thermo 4685000000-E 1 T2 WHITE SOLID LANE LINE (4", 90 MIL)Thermo 4685000000-E 1 T3 10 FT. WHITE SKIP (4", 90 MIL)Thermo 4685000000-E .25 T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T9 WHITE RUMBLE STRIP (4", 240 MIL)Thermo 4687000000-E 1 T10 YELLOW EDGELINE (4", 90 MIL)Thermo 4685000000-E 1 T11 YELLOW SINGLE CENTER (4", 90 MIL)Thermo 4685000000-E 1 T12 10 FT. YELLOW SKIP (4", 90 MIL)Thermo 4685000000-E .25 T13 YELLOW DOUBLE CENTER (4", 90 MIL)Thermo 4685000000-E 2 T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL)Thermo 4685000000-E .25 T20 WHITE EDGELINE (6", 90 MIL)Thermo 4688000000-E 1 T21 WHITE SOLID LANE LINE (6", 90 MIL)Thermo 4688000000-E 1 T22 10 FT. WHITE SKIP (6", 90 MIL)Thermo 4688000000-E .25 T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T30 YELLOW EDGELINE (6", 90 MIL)Thermo 4688000000-E 1 T31 YELLOW SINGLE CENTER (6", 90 MIL)Thermo 4688000000-E 1 T32 10 FT. YELLOW SKIP (6", 90 MIL)Thermo 4688000000-E .25 T33 YELLOW DOUBLE CENTER (6", 90 MIL)Thermo 4688000000-E 2 T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL)Thermo 4688000000-E .25 T40 WHITE GORELINE (8", 90 MIL)Thermo 4695000000-E 1 T41 WHITE DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1 T42 YELLOW DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1 T43 WHITE SOLID LANE LINE (8", 90 MIL)Thermo 4695000000-E 1 T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL)Thermo 4695000000-E .25 T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only)Thermo 4695000000-E .5 T46 WHITE CROSSWALK LINE (8", 90 MIL)Thermo 4695000000-E 1 T50 WHITE GORELINE (12", 90 MIL)Thermo 4700000000-E 1 T51 WHITE DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1 T52 YELLOW DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1 T53 WHITE SOLID LANE LINE (12", 90 MIL)Thermo 4700000000-E 1 T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL)Thermo 4700000000-E .25 T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only)Thermo 4700000000-E .5 T60 WHITE LINE, RR X (16", 90 MIL)Thermo 4891000000-E 1 T61 WHITE STOPBAR (24", 90 MIL)Thermo 4891000000-E 1 T62 WHITE CROSSWALK LINE (24", 90 MIL)Thermo 4891000000-E 1 T70 LEFT TURN ARROW (90 MIL)Thermo 4725000000-E 1 T71 RIGHT TURN ARROW (90 MIL)Thermo 4725000000-E 1 T72 STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T75 COMBO. LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T77 U-TURN ARROW (90 MIL)Thermo 4725000000-E 1 T78 COMBO. LEFT/U-TURN ARROW (90 MIL)Thermo 4725000000-E 1 T79 MERGE ARROW (90 MIL)Thermo 4725000000-E 1 T80 WRONG-WAY RAMP ARROW (90 MIL)Thermo 4725000000-E 1 T81 ELONGATED STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 THERMOPLASTIC 11/20/2019 Page 1 of 10 T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL)Thermo 4726100000-E 1 T94 SHARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1 T100 ALPHANUMERIC CHAR. (90 MIL)Thermo 4720000000-E 1 T101 HANDICAP PARKING (90 MIL)Thermo 4725000000-E 1 T102 12" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1 T103 24" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1 T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1 T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1 T110 FISH-HOOK STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)Thermo 4725000000-E 1 T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1 11/20/2019 Page 2 of 10 PAVEMENT MARKERS Symbol Description Color Transport Pay Item No. MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N MD PERMANENT RAISED MARKER Yellow 4900000000-N ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N 11/20/2019 Page 10 of 10 ' MEMORANDUM To: New Hanover County Technical Review Committee Date: January 27, 2026 Subject: Castle Hayne 7 - Eleven NCDOT Projects: •N/A WMPO 2050 MTP Projects: •N/A New Hanover County Projects: •N/A TIA: A TIA for Castle Hayne 7- Eleven was approved by the WMPO and revised on January 20, 2026. All improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza, the WMPO’s Transportation Planning Engineer at Caitlin.Cerza@wilmingtonnc.gov, if any questions arise related to the TIA. The TIA approval with conditions letter will be attached to these comments. May 27, 2025 REVISED January 20, 2026 Mr. Nicholas E. Burns, P.E. Impact Designs inc. PO Box 3728 Mooresville, NC 28117 RE: Revised approval with conditions for the Traffic Impact Analysis (TIA) associated with the Castle Hayne 7-Eleven development in New Hanover County, North Carolina Dear Mr. Burns, The WMPO has coordinated the review of the Castle Hayne 7-Eleven Development TIA (sealed May 10, 2025) and the Technical Traffic Memorandum (sealed December 16, 2025) by NCDOT and New Hanover County Staff. Based on the information provided and conversations held to date, it is our understanding that the proposed development will be built in 2027 and will consist of: • ITE LUC 945 Convenience Store with Gas Station (4-5.5 KSF) – 20 VFP The following improvements are required for this development: SR 1002 (Holly Shelter Road) at I-40 Eastbound Ramps (future signalized intersection by others) • No improvements are required. SR 1002 (Holly Shelter Road) at I-40 Westbound Ramps (future signalized intersection by others) • No improvements are required. SR 1002 (Holly Shelter Road) at SR 2662 (Barbados Boulevard) (existing unsignalized intersection) • Signalize the intersection and coordinate it into a signal system with the adjacent future I-40 Ramp signals. • Extend the existing eastbound right turn lane on Holly Shelter Road to provide 225 feet of full width storage and appropriate deceleration and taper lengths. SR 2662 (Barbados Boulevard) at Access A (proposed unsignalized driveway) • Construct the eastbound approach (Access A) with one ingress lane and one egress lane. Revised Approval with Conditions for the Castle Hayne 7-Eleven Traffic Impact Analysis – New Hanover Page 2 of 3 • Provide stop control for the eastbound approach. • Provide an internal protected stem of 50 100 feet, as measured from the right-of-way line. • Construct a southbound right turn lane on Barbados Boulevard with full width storage extending to Holly Shelter Road. SR 2662 (Barbados Boulevard) at Access B (proposed unsignalized egress only driveway) • Construct the eastbound approach (Access B) with one ingress lane and one egress lane. • Provide stop control for the eastbound approach. • Provide an internal protected stem of 75 feet, as measured from the right-of-way line. SR 2662 (Barbados Boulevard) at Access C (proposed unsignalized ingress egress only driveway) • Construct the eastbound approach (Access C) with one ingress egress lane. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Please contact me at (910) 473-5130 with any questions regarding this approval. Sincerely, Caitlin M. Cerza Transportation Planning Engineer Wilmington Urban Area MPO Revised Approval with Conditions for the Castle Hayne 7-Eleven Traffic Impact Analysis – New Hanover Page 3 of 3 Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Michael Bass, Assistant District Engineer, NCDOT Frank Mike, Assistant District Engineer, NCDOT Madi Lee, PE, Development Review Engineer, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Bryce Cox, Senior Assistant Traffic Engineer, NCDOT Nick Drees, Engineering Specialist, NCDOT Abby Lorenzo, MPA, Deputy Director, WMPO Robert Farrell, Development Review Supervisor, New Hanover County Amy Doss, Development Review Planner, New Hanover County