HomeMy WebLinkAbout9-17-2025 TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
September 17th, 2025
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday,
September 17th, 2025 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 September 17, 2025 TRC meeting by calling 336-218-2051
and entering conference ID: 759 840 313#
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Agenda Items
Item 1: Sidbury 187 Casitas Amenity Center - SITECN-25-000094 - Commercial Site Plan
• Request by Forestar Real Estate Group Inc. and DR Horton for an amenity center at the
Sidbury 187 Residential Development.
• The site is located off Sidbury Road, address to be assigned, the zoning is R-15. The
subject parcel is 0.86 acres.
• The engineering firm is McKim & Creed
• Case planner is Amy Doss (adoss@nhcgov.com)
Item 2: Crowatan Rd Contractor Office - SITECN-25-000095 - Commercial Site Plan
• Request by Nick Svab for a 5,850 sq ft contractor office.
• The site is located at 301 Crowatan Road and is 2.9 acres, zoned I-1 (Light Industrial)
• The engineer is Charlie Cazier with Intracoastal Engineering
(charlie@intracoastalengineering.com)
• Case planner is Ryan Beil (rbeil@nhcgov.com)
Item 3: Northside Baptist Church Office - SITECN-25-000096 - Commercial Site Plan
• Request by Clyde Holley of Northside Baptist Church for a new 5,880 sq ft church office
building
• The site is located at 2501 N College Rd, total site is 20.43 acres, zoned PD (Planned
Development), tied to rezoning case Z22-13.
• The engineer is Jimmy Fentress with Stroud Engineering
(jfentress@stroudengineer.com)
• Case planner is Zach Dickerson (zdickerson@nhcgov.com)
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Item 4: Alton Orchard - SUBPP-25-0027 - Major Residential Subdivision
• Request by James Yopp of River Road Construction LLC for a 51-unit single-family
residential subdivision.
• The site is located at 6200 Myrtle Grove Road. The total site is 20.45 acres, zoned R-15
Residential.
• The engineer is Rodney Wright with CSD Engineering (rodney@csd-engineering.com)
• Case planners are Zach Dickerson and Katherine May (zdickerson@nhcgov.com &
kmay@nhcgov.com)
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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To: Pat Fitzgerald, DHIC LLC
From: Amy Doss, Associate Planner
Date: September 17, 2025 Technical Review Committee (TRC)
PID#: R01900-002-291-000
Egov# SITECN-25-000094
Subject: Sidbury Road – Sidbury Casitas Neighborhood Amenity Center - 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 September 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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Planning, Amy Doss 910-798-7571
Compliance with local zoning requirements
1. General Comments
a. Zoning district is R-15, Residential.
b. As stated in the application the intended use is Residential Amenity Center.
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. Use requires 2.5/1,000 square feet of building area. Project proposes 2,313 square
feet. Required parking is 2,313 / 1,000 = 2.3 x 2.5 = 6 required parking spaces. Site plan
proposes 18 spaces. Please note required and proposed on the plan.
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. Sheet C10.11 reflects all required landscaping including: street yard buffer, parking lot
landscaping, foundation plantings and trees for disturbed acreage. Thank you for
including a thorough landscape plan.
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.
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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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 map there is Pocosin present however
there are no class IV soils so the conservation resource standards do not apply.
9. UDO Article 9, Flood Damage Prevention
a. Per the New Hanover County Flood map, this property is not within a flood risk area.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire Finals required
2. Portable fire extinguishers required per NFPA 10
3. Pool Chemicals shall be stored in accordance with manufacturer's instructions and Safety
Data Sheets shall be maintained on site.
4. All doors for storage and distilling of chemicals shall be labeled and the use of NFPA 704
signage shall be posted on doors.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Please submit for permit revisions to County stormwater permit STMW-24-0051 and land
disturbance permit LNDP-24-00155. 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) using the
referenced permit numbers.
2. Please contact the State for their stormwater permit requirements. It is anticipated a minor
modification to the permit will be required.
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan and application state connection to public water and sewer. Environmental Health
records indicate no well or septic systems on this property. Proposed infrastructure does
not violate setbacks to any surrounding properties well or septic systems.
2. Application states this will be an amenity center with a pool. Submit pool plans to NHC
Environmental Health for approval. These plans must be approved prior to building permit
issuance.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals. Amenity center will be addressed off Road S.
2. Please contact me for address assignment 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. 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 are available.
4. CFPUA Plan Review will be required.
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
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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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 permitting required.
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
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
NHC Soil & Water Conservation
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE
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
To: New Hanover County Technical Review Committee
Date: September 2, 2025
Subject: Casitas Amenity Site – Sidbury 187
________________________________________________________________________
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
DISTRICT 3 ENGINEER’S OFFICE
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:
Roadway Improvements are required for this development per the approved TIA.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
Site Plan Comments:
Right of Way and/or Easement Dedication:
• Additional right of way and/or easements may be necessary to construct all the
required roadway improvements.
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
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
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
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.
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
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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 #___________________
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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)
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□□ □□ □ □
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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.
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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
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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
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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
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SCALE: 1"=200'LOCATION MAP3PROJECT INFORMATION4
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Certification of SubmissionA copy of this plat has been submitted. Approval is subject to Review; this does not constitute anapproval.
Pender County Utilities:____________________________________________Date:________________
Pender County Environmental Health:_______________________________Date:________________
Pender County Addressing Coordinator:_____________________________Date:________________
Pender County Fire Marshal:________________________________________Date:________________
Certification of Preliminary Plat ApprovalPreliminary Plat Approved by Pender County for a Period of two (2) years subject to the PenderCounty Unified Development Ordinance requirements and conditions of approval.
Planning Staff:_____________________________________________________Date:_______________
SIDBU
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PROJECT DATA
NAME OF PROJECT:
SIDBURY 187 CASITAS -
NEIGHBORHOOD AMENITY AREANEW HANOVER COUNTY, NORTH CAROLINA
OWNER:
FORESTAR (USA) REAL ESTATE GROUP, LLC363 WANDO PLACE DR. SUITE 201, MOUNT PLEASANT, SC, 29464CONTACT: (843) 955-9161
DEVELOPER:DHIC, LLC1341 HORTON CIRCLE CITY
Arlington, TX 76011
PHONE: (910) 515-9561CONTACT: CRAIG CADWALLER, CCIM
PREPARED BY:
MCKIM & CREED, INC243 FRONT STREETWILMINGTON, NORTH CAROLINA 28403PHONE: (910) 343-1048
PROJECT ENGINEERCONTACT: HASTINGS SARTIN, PEEMAIL: GSARTIN@MCKIMCREED.COM
PROJECT LANDPLANNERCONTACT: TARA S. MURPHY, PLA, PMPEMAIL: TSCHWENZFEIER@MCKIMCREED.COM
COUNTY AND AGENCY CONTACTS
A. New Hanover County Planning
Planning and Land Use
230 Government Center Drive, Suite 110
Wilmington, NC 28403(910)798-7165
B. New Hanover County Engineering
230 Government Center Drive, Suite 160
Wilmington, NC 28402-1810(910) 798-7051
C. New Hanover County
Sediment and Erosion Control
230 Government Center Drive, Suite 160Wilmington, NC 28403
(910) 798-7432
D. Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
(910) 332-6626
Sheet List Table
Sheet Number Sheet Title
C1.0 COVER
C1.1 GENERAL NOTES
C3.11 AMENITY SITE PLAN - OVERALL
C7.11 AMENITY GRADING & DRAINAGE PLAN -OVERALL
C7.12 AMENITY GRADING & DRAINAGE PLAN - SPOTELEVATIONS
C8.11 AMENITY UTILITY PLAN - OVERALL
C10.11 AMENITY LANDSCAPE PLAN - OVERALL
C11.11 AMENITY SITE DETAILS
C11.12 AMENITY SITE DETAILS
C11.13 AMENITY SITE DETAILS
C16.11 STORM WATER DETAILS
C16.12 STORM WATER DETAILS
C17.11 AMENITY LANDSCAPE DETAILS
SITE
SHEET INDEX2
INFORMATION/APPROVAL STAMPS1
I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA 1.0 - COVER.DWG ---- 08/07/2025 18:09:50
8/12/2025
EV
EV
22
21
23
24
EV
EV
G G G G G G G G G G G G G G G G G G G G
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7.0'7.0'
26.0'18.0'
30' ACCESS EASEMENT
10' DRAINAGE EASEMENT
32.0'
44
.
5
'
SIDBURY ROAD
POND 14
11.
0
'
7.0'
R17.5' (TYP.)
5.0
'
CLUSTER MAIL BOX KIOSK TOBE DESIGNED BY OTHERS
POOL TO BE DESIGNED BY OTHERS1975 SF
OUTDOOR KITCHEN AND PICNIC AREATO BE DESIGNED BY OTHERS
PERIPHERY PERFORMANCERESIDENTIAL 20' SETBACK (TYP.)
EXISTING PUBLIC ROW TYP.
EXISTING 10" GAS LINE
POOL FENCE TYP.SEE 5/C11.12
POOL FENCE GATE TYP.(SEE DETAIL 5/C11.12)
OUTDOOR HAMMOCK ANDHAMMOCK STAND(SEE DETAIL 7/C11.13)
SEATING WALL(SEE DETAIL 2/C11.13)
MONUMENT SIGN SEENOTE 3 THIS SHEET
PET WASTE STATION(SEE DETAIL 5/C11.13)
BIKE RACK LAYOUT(SEE DETAIL 1&3/C11.13)
POOL HOUSE ANDAMENITY
GRILLING STATION (SEE NOTE 4 THIS SHEET)
ADA PARKING SIGNAGE 4/C11.11
CURB RAMP TYP. B(SEE DETAIL 1/C11.12)
POOL SHOWER(SEE NOTE 6 THIS SHEET)
AMENITY SITE PROJECT BOUNDARY
CURB RAMP - TYPE A(SEE DETAIL 3/C11.12)
CURB RAMP - TYPE A(SEE DETAIL 3/C11.12)
CONCRETE SIDEWALK(SEE DETAIL 2/C11.11)
CONCRETE PAVEMENT JOINT(SEE DETAIL 1/C11.11)
ACCESSIBLE PARKING SPACE(SEE DETAIL 3/C11.11)
ASPHALT PAVEMENT(SEE DETAIL 2/C11.12)
WASTE BIN 6/C11.13
FIRE PIT SEE DETAIL 4/C11.13)
ARTIFICIAL TURF(SEE DETAIL 4/C11.12)
18
.
0
'
CHANNEL DRAIN(SEE DETAIL 4/C16.11)
EV PARKING SPACE(TO BE DESIGNED BY OTHERS)
CONCRETE JOINT (TYP.)FINAL CONCRETE JOINTSCHEDULE TO BE PROVIDEDBY POOL CONSULTANT
WASTE BIN (TYP.)(SEE DETAIL 6/C11.13)
LOUNGE CHAIR (TYP.)TO BE SELECTED BY OWNER
EV CHARGING STATION, TO BEINSTALLED BY CLIENT PERMANUFACTURER SPECIFICATIONS.
5.0
'
5.0
'
11.
0
'
9.0
'
4' MIN
4' MIN
WHEEL STOP (SEE DETAIL 6/C11.11)
R4' (TYP.)
R4' (TYP.)
5.0
'
SITE DATA1SCALE: 1"=20'SITE PLAN - OVERALL2
DESCRIPTIONS DATEREV.NO.REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
8020 Tower Point Drive
Phone: (704)841-2588, Fax: (704)841-2567Charlotte, North Carolina 28227
I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA 3.0 - SITE PLAN - OVERALL.DWG ---- 08/07/2025 18:10:18
SIDBURY 187 CASITAS
NEW HANOVER COUNTY, NC
PRE
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SCALE 1" = 20'
402020
CONCRETE SIDEWALK
ARTIFICIAL TURF
LEGEND:
POOL FENCE
SITE DATA TABLE
GENERAL INFORMATION
PROPERTY OWNER:FORESTAR (USA) REAL ESTATE GROUP LLC
PARCEL ID:R01900-002-291-000
CURRENT ZONING: R-15
TOTAL ACREAGE (OVERALLDEVELOPMENT):+/- 49.85 AC (CASITAS)
PROJECT AREA 0.86 AC
DISTURBED AREA 0.86 AC
PROPOSED USE: NEIGHBORHOOD RECREATION
ADDRESS: TO BE DETERMINED
LANDSCAPE BUFFERS REQUIRED PROPOSED
EAST STREET YARD SEE PLAN
NOTE: SEE LANDSCAPE PLAN, C10.0 FOR ADDITIONAL LANDSCAPING REQUIREMENTS
IMPERVIOUS COVERAGE (STORMWATER BUA ACCOUNTING)
PHASE 1 - PARKING AREA AND ADJACENT SIDEWALKS
PARKING SEE SIDBURY 187 CASITAS (SEPERATE COVER)
SIDEWALKS SEE SIDBURY 187 CASITAS (SEPERATE COVER)
AMENITY CENTER
POOLHOUSE AND AMENITY FACILITY 2313
SIDEWALKS 2019
POOL DECK 7504
FIRE PIT 420
HAMMOCK AREA 730
GRILL & PICNIC AREA 955
MAIL KIOSK PAD 233
PHASE 2 TOTAL SF 14,174 SF
1. DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREETLIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTYSUBDIVISION ORDINANCE, SECTION 52-9.2. SIGNAGE TO BE DESIGNED, DETAILED & PERMITTED BY OTHERS.LOCATION SHOWN FOR INFORMATIONAL PURPOSES ONLY.3. CLUSTER MAIL KIOSK, GRILLING STATION, POOL SHOWER, ANDFOOT WASH TO BE DESIGNED, DETAILED & PERMITTED BYOTHERS. LOCATION SHOWN FOR INFORMATIONAL PURPOSESONLY.4. ALL SITE FURNISHINGS NOT DETAILED, SHALL BE SELECTED BYOWNER AND INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.5. STAFF IS RESPONSIBLE FOR EMPTYING TRASH AND RECYCLINGINTO RECEPTACLES.6. SEE ARCHITECTURAL DRAWINGS FOR DETAILED CLUBHOUSEINFORMATION.7. SEE POOL CONSULTANT DRAWINGS FOR POOL DETAILS.
PERIPHERY PERFORMANCERESIDENTIAL 20' SETBACK
AMENITY SITE PLAN -OVERALL
C3.11
1"=20'
N/A 0
04245-0085
ES
TSM
08/07/2025
GHS/ TSM
ES
90% SET
NOTES:
SEAL
8/12/2025
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: September 3, 2025
Subject: Sidbury 187 Casitas – Amenity
Comments:
• N/A
NCDOT Projects:
• R-3300A - US17 – US 17 Bypass south of Hampstead to NC 210. Construction year 2026
is in close proximity to this site.
WMPO 2045 MTP Projects:
• R-3300A is also in the 2045 MTP.
New Hanover County Projects:
• NCHBIKEPEDPRIORITIES-2024 – Kerr Avenue North/Barvarian Lane. 10’ paved Multi
Use Path.
TIA: A TIA for Jenkins Commercial (Hampstead) was approved by the WMPO on August 23, 2024.
All improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza
(Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any
questions arise related to the TIA. The TIA approval with conditions letter will be attached to these
comments.
May 7, 2024 REVISED August 25, 2025
Mr. AJ Anastopoulo, PE
DAVENPORT
5917 Oleander Drive, Suite 206
Wilmington, NC 28403
RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed
Sidbury 187 (Gore Tract) residential development in New Hanover County, North Carolina.
Dear Mr. Anastopoulo:
The WMPO, NCDOT and New Hanover County staffs have reviewed the Sidbury 187 TIA (sealed April 08, 2024).
This approval letter with conditions has been revised to reflect ongoing construction along US 117 (N
College Road) and SR 1318 (Blue Clay Road) and as a result several of the required phase 1 improvements
have been reassigned to Phase 2 of the development. Based on the information provided and conversations
held to date, it is our understanding that the proposed development will be built out in three (3) phases and
consists of the following land uses:
Phase 1 (build year 2029):
o ITE Land Use Code 210 –324 Single Family detached housing
o ITE Land Use Code 215 –144 Townhomes
Phase 2 (build year 2030):
o ITE Land Use Code 210 – 601 Single Family detached housing
o ITE Land Use Code 215 –268 Townhomes
Full Build (build year 2032):
o ITE Land Use Code 210 – 1312 Single Family detached housing
o ITE Land Use Code 215 – 442 Townhomes
Based upon the review of the analysis provided, the following improvements are required of this development:
Revised Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 2 of 4
US 117 (N College Road) and SR 1318 (Blue Clay Road) (Signalized intersection)
Phase 1
Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage, appropriate
full width deceleration and taper.
Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of storage,
appropriate full width deceleration, and taper.
Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and a
two way left turn lane (TWLTL) of 150 feet.
Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings.
Modify the signal plan to accommodate the above improvements.
Phase 2 & Full Build
Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage, appropriate
full width deceleration and taper.
Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of storage,
appropriate full width deceleration, and taper.
Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and a
two way left turn lane (TWLTL) of 150 feet.
Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings.
Modify the signal plan to accommodate the above improvements.
Full Build
No additional improvements are required.
SR 1318 (Blue Clay Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection)
Phase 1, Phase 2 & Full Build
No improvements are required.
SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Stop-controlled intersection)
Phase 1
Install a traffic signal.
Restripe the gore area on the eastbound approach to extend the eastbound left turn storage on SR 1336
(Sidbury Road) to 300 feet and appropriate taper.
Phase 2 & Full Build
No additional improvements are required.
SR 1336 (Sidbury Road) and Buck Drive/Sidbury Station Access 1
Phase 1, Phase 2 & Full Build
No improvements are required.
Revised Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 3 of 4
SR 1336 (Sidbury Road) and SR 2202 (Edna Buck Road)/Sidbury Station Access 2
Phase 1
Install a traffic signal and provide necessary equipment for coordination.
Restripe the gore area on the eastbound approach to provide an exclusive eastbound left turn lane on
SR 1336 (Sidbury Road) with 50 feet of storage, appropriate full width deceleration and taper.
Phase 2 & Full Build
No additional improvements are required.
SR 1336 (Sidbury Road) and Sidbury Station Access 3 (Stop-controlled intersection)
Phase 1
Construct an exclusive northbound right turn lane on Site Access with 100 feet of storage, appropriate
full width deceleration and taper.
Phase 2
No improvements are required.
Full Build
Extend the eastbound right turn lane on SR 1336 (Sidbury Road) to provide 375 feet of storage,
appropriate full width deceleration and taper.
Extend the westbound left turn lane on SR 1336 (Sidbury Road) to provide 100 feet of storage,
appropriate full width deceleration and taper.
US 17 and SR 1336 (Sidbury Road) (Signalized intersection)
Phase 1, Phase 2 & Full Build
No improvements are required.
SR 1336 (Sidbury Road) and Site Access 1 (Proposed stop-controlled intersection)
Phase 1
Option 1
Install a traffic signal and provide necessary equipment for coordination.
Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 200 feet of storage, appropriate
full width deceleration and taper.
Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 250 feet of storage, appropriate
full width deceleration and taper.
Construct site access (northbound approach) with an internal protected stem of 200 feet, measured from
the right-of-way line. The approach shall have one ingress lane and two egress lanes, configured as an
exclusive left turn lane and exclusive right turn lane each with 200 feet of storage.
Revised Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 4 of 4
Option 2
Construct a single lane roundabout.
Construct northbound approach (site access) with an internal protected stem of 200 feet measured from
the right-of-way, configured with one ingress and one egress lane.
Provide yield control for all approaches.
Phase 2 & Full Build
No additional improvements are required.
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.
Sincerely,
Caitlin M. Cerza
Transportation Planning Engineer
Wilmington Urban Area MPO
Attachment – Exhibit of required improvements
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
Luke Hutson, Engineering Associate, WMPO
Robert Farrell, Development Review Supervisor, New Hanover County
Amy Doss, Development Review Planner, New Hanover County
Zach Dickerson, Senior Development Review Planner, New Hanover County
Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review
Page | 1
To: Nicholas Svab, Owner/Applicant
From: Ryan Beil, Development Review Planner
Date: September, 17th, 2025 Technical Review Committee (TRC)
PID#: R01720-002-002-000
Egov# SITECN-25-000095
Subject: 301 Crowatan Rd – Crowatan Rd Contractor Office - 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 September 17th, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review
Page | 2
Planning, Ryan Beil 910-798-7444
Compliance with local zoning requirements
1. General Comments
a. Property is zoned I-1.
b. As stated in the application the intended use is Contractor Office. The Unified
Development Ordinance (UDO) defines the use as:
i. An establishment primarily engaged in the day-to-day administrative and
clerical services for businesses providing contracted services, such as building
contractors, heating and air conditioning (HVAC) repair, landscaping and
janitorial services, etc., that require outside and/or fleet storage. The use may
include some on-site repair and material preparation work.
ii. This site plan, is tied to building permit 25-00987
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. Contractor Office requires 3 spaces per 1,000 square feet of building area. Project
proposes 5,850 square feet. Required parking is 5,850 / 1,000 = 5.8 x 1.5 = 9 required
parking spaces.
b. Appears to be 16 spaces provided, including 1 ADA compliant space, please confirm.
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.
b. There appear to be no trees being removed, please confirm. If any trees are to be
removed, a Tree Removal Permit will be required.
Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review
Page | 3
5. UDO Section 5.4, Landscaping and Buffering
a. 15 trees of at least two inches DBH shall be retained or planted on a parcel where
development occurs for each acre.
b. Parking lot landscaping shall be required for parking lot perimeters in accordance with
the specifications outlined in Table 5.4.5.B: Standards for Parking Lot Perimeter
Landscaping.
i. Landscaped areas in the interior of parking lots shall be equal to eight percent
of the total area to be used for parking, loading, automobile sales, driveways,
internal drive aisles, and other vehicular or pedestrian use.
ii. Landscaping islands, either separate from or protruding from perimeter
landscaping strips shall be a minimum of 12 feet in width measured from back
of curb to back of curb.
iii. One planted or existing tree shall be required for every 144 square feet
rounded to the next lowest whole number of total interior landscaped area,
with a minimum of one tree in each island.
iv. At least 75 percent of trees required for interior landscaping shall be of a
shade/canopy species.
v. The interior landscaping requirement for storage facilities can be met with
landscaped islands on the ends of buildings and with protruding perimeter
landscaping.
c. Street yard standards in I-1 require 25 square feet for every linear foot of street yard
frontage, with a minimum street yard width of 12.5 feet and a maximum street yard
width of 37.5 feet.
i. For every 600 square feet of street yard, one canopy/shade tree or if overhead
power lines are located above the street yard, three understory trees, and six
shrubs, minimum of 12 inches in height at time of planting.
ii. Only the primary street yard frontage shall be required to contain the full
amount of street yard as determined in Table 5.4.6.B: Street Yard Area
Standards. Secondary street frontages are required to contain 50% of the
required street yard area.
d. 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 percent of the area of the first floor
building face, or building face up to 25 feet in height.
Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review
Page | 4
ii. The foundation planting area shall be planted as landscaped areas of sufficient
variety, height and size with plantings listed in 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 resource map there are no conservation
resources present.
9. UDO Article 9, Flood Damage Prevention
a. Per the New Hanover County flood map, no part of the property is in a regulatory flood
zone.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. No comments
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
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. Should there be any changes to the already permitted County stormwater and land
disturbing permits (STMW-24-0010 and LNDP-24-00033), please submit for permit revision.
2. Please contact the State for their stormwater permit requirements.
Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review
Page | 5
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan and application state connection to existing septic system. Follow conditions stated
on OSWPREUSE-25-0066.
2. Do not exceed 19 employees for the business per the septic permit.
3. Proposed new structure and infrastructure maintain setbacks to septic system.
Infrastructure maintains setbacks to surrounding properties well and septic system.
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. 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 is available with an existing service therefore no CFPUA Plan Review will be
required.
4. CFPUA Meter Sizing Form was submitted; CFPUA Commercial Fee sheet has been generated.
NCDOT, Nick Drees 910-343-3915
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
Crowatan Rd Contractor Office – 301 Crowatan Rd – TRC Review
Page | 6
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
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE
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
To: New Hanover County Technical Review Committee
Date: September 2, 2025
Subject: Contractor Office – 301 Crowatan 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 (updated) 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
DISTRICT 3 ENGINEER’S OFFICE
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
(60' R/W)
CROWATAN ROAD
(6
0
'
R
/
W
)
HE
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369.99'
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0
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3
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S07°20'00"E 240.00'
BEARINGS AND DISTANCES OTHERWISE SHOWNHEREON ARE FROM MAP BOOK 16, PAGE 35.
OF FOUND PROPERTY CORNERSFROM SAME AS INDICATED BY
FROM AN ACTUAL SURVEY USING CONTROLNOTE: THE ABOVE FIGURES WERE DERIVED
POINTS AS SHOWN HEREON WITHIN THIS SUBDIVISION AS THE CONTROL BASE.
TABLE DISCLOSING LOCATION
MAP BOOK 16, PAGE 35
LINE CONTROL POINTBASE CONTROL POINT
S69°50'57"W 0.81'N21°33'17"E 0.08'
N75°28'49"E 0.02'
S13°12'00"W 0.10'
N11°41'47"E 0.06'
N14°37'30"W
30.00'
S7
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EX. 18" CCP EX. 12" CCPINV 31.19'INV 32.11'
EX
.
1
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C
C
P
INV 29.18'
INV 29.30'
18"
C
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PROPOSEDBUILDINGFFE: 31.5
EX. CONCRETE
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EX. GRAVEL
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APPROX. LOCATION OFSEPTIC SYSTEMDESIGNED BY OTHERS.
STST
WET DETENTION BASIN
29.0 3:1 GRASSED SWALE #1
29.5
30.4
30.5
31.0
31.4
31.0
31.4
40' EMERGENCY GRASSED SPILLWAYINV: 29.0
DI# 3RIM: 30.0INV: 26.3
DI# 2RIM: 30.0INV: 27.0
DI# 1RIM: 29.5INV: 27.0
18
"
H
P
D
E
15" HDPE
N/FGARRETT GLENN HOWARD812 INLET VIEW DRWILMINGTON, NC 28409R01720-002-001-000ZONING: I-1
N/FCARTER JAMES E JR MARILYN410 HERMITAGE RDCASTLE HAYNE, NC 28429 R01817-001-001-000ZONING: I-1
DI# 4RIM:28.5INV: 26.0
EX. GRAVEL
30.65
18
"
H
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29
313131
3030
30
30
30
27
29
29
29
29
29
29
29
2828
28
28
2828
27
208 SF 208 SF
430 SF
209 SF
2709 SF
25.80
(3) 10" GUM
18" PINE
18" PINE
16" PINE
16" PINE16" PINE
18" PINE
18" PINE
20" PINE
18" PINE
14" PINE
20" PINE 20" PINE
20" PINE
20" PINE
18" PINE18" PINE20" PINE16" PINE16" PINE
16" PINE
18" PINE16" PINE
16" PINE
14" PINE
16" PINE14" PINE14" PINE
14" PINE 18" PINE
14" GUM
(5) 6" CHERRY
16" PINE
16" PINE
20" PINE
20" PINE
18" PINE
18" FES INV: 25.8W/ 5'X10'X12" ED
29.5
31.4
158'
25.80
WET DETENTION BASINTOB: 29.5FP: 26.8NP: 25.8BTM: 18.8
H.C. PARKING SIGN
30.2
40
'
29
10' MAINTENANCE ANDACCESS EASEMENT
EX. INV: 25.84
EX. INV: 25.81
EX. INV: 27.57
EX. INV: 27.26
BOLLARD(TYP)
31.3
EX. FUEL TANKS
30.8
UP
PROPOSED GRAVELACCESS AND PARKING
15" HDPE
18
"
H
D
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SDMH#1RIM: 30.0INV. 26.85
30.3
18" HDPE
31.3
30.8
SDMH#2RIM: 30.0INV. 26.55
CONCRETE H.C.PARKING AREA
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1" = 30'
60'30'15'30'0'
Scale: 1"=30'
PROPERTY LINECONTOURCENTER LINETEMPORARY SILT FENCE
INLET PROTECTION
ENERGY DISSIPATER
SPOT ELEVATION
STREETYARD
LANDSCAPING
TREE TO BE REMOVED
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
A.C. CLEARING & GRADING, INC.202 WAGON WHEEL WAYWILMINGTON, NC 28411910-599-2053 Nicksvab@yahoo.com
VICINITY MAP (NOT TO SCALE):
2023-017
JAE
CDC
CDC
10/4/2016
24 x 36
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SITE
30.7
SITE DATAPARCEL ID: R01720-002-002-000
ZONING: I-1 (LIGHT INDUSTRIAL)
CAMA LAND USE CLASSIFICATION:AQUIFER RESOURCE PROTECTION AREA
PROJECT ADDRESS: 301 CROWATAN RD WILMINGTON, NC 28429
CURRENT OWNER: ALAN CHARLES & JULIE KING608 BLUE POINT DR WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY: 2.85 AC (124,285 SF)
TOTAL DISTURBED AREA: 2.8 AC
BUILDING SIZE: 6,000 SF
BUILDING SETBACKS:FRONT: REQUIRED= 50' EXISTING= 117.7'
EXISTING IMPERVIOUS AREAS:GRAVEL PARKING 31,398 S.F. ÷ 124,285 S.F. = 25.3%
PROPOSED IMPERVIOUS AREAS:BUILDINGS 4,800 S.F.CONCRETE SIDEWALK & PARKING 790 S.F.GRAVEL PARKING 8,965 S.F.FUTURE 1,946 S.F.TOTAL 16,501 S.F.
TOTAL IMPERVIOUS AREAS:EXISTING 31,398 S.F.PROPOSED 16,501 S.F.TOTAL 47,899 S.F. ÷ 124,285 S.F. = 38.5%
OFFSITE IMPERVIOUS AREAS:EX. CONCRETE DRIVEWAY APRON 1,590 S.F.
PARKING REQUIRED:(One and one-half (1.5) spaces for each two (2) employees on shift of greatest employment, one (1)space for each managerial personnel, one (1) visitor parking space for each ten (10) managerial personnel and one space for each vehicle used directly in conduct of the business)
10 EMPLOYEES, 1 MANAGER, 10 VEHICLES= 19.5 SPACES
PARKING PROVIDED: 20 SPACES (FOUR INSIDE BUILDING)
FOUNDATION PLANTINGS:REQUIRED: 166 SF (1,386 S.F. X 12%)PROVIDED: 181 SF
PARKING LOT INTERIOR LANDSCAPING:REQUIRED: 3,254 SF (40,676 S.F. X 8%)PROVIDED: 3,534 SF
HERMITAGE RD. STREETYARD REQUIREMENTS: 25' (37.5 MAX/12.5MIN349LF FRONTAGE - 32.5 FT OF DRIVEWAY25' X 349 LF FRONTAGE = 7,912.5 SF
PROVIDED: 8,218 S.F.
CROWATAN RD. STREETYARD REQUIREMENTS: 12.5' (18.75 MAX/6.25 MIN390 LF FRONTAGE - 32.5 FT OF DRIVEWAY12.5' X 357.5 LF FRONTAGE = 4,469 SF
PROVIDED: 4,592 S.F.
1. WATER SERVICE BY PRIVATE ON-SITE WELL. SEWER SERVICE BY ON-SITE SEPTIC SYSTEM.2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BEINSTALLED UNDERGROUND.3. SOLID WASTE DISPOSAL BY ROLL OUT CARTS FOR CURBSIDE PICKUP.4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIESDURING CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FORTHE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THATMAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO ATLEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.5. ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE ROUTED TO STORMWATER FACILITY.
UTILITY NOTES:
DEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINACE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.3. NO WETLANDS EXIST ON SITE.4. EXISTING POWER POLES, FUEL TANKS AND BOLLARDS LOCATED ON SITE ARE SHOWN PEROWNER'S SKETCH AND DIMENSIONS. CONTRACTOR TO VERIFY LOCATIONS PRIOR TOCONSTRUCTION.
10-18-16 REV. PER NHC STORMWATERCOMMENTS8-7-23 REDUCED BUILDING AND GRAVELAREAS. NEW OWNER.6-24-24 ADDED SILT FENCE TO PROTECTPROPERTY LINE DITCHES.
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: September 3, 2025
Subject: 301 Crowatan Contractors Office
Comments:
• N/A
NCDOT Projects:
• N/A
WMPO 2045 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
General Light Industrial
(110) 4,800 Square
Feet 23 4 3
Northside Baptist Church Office Building – 2510 N College Rd – TRC Review
Page | 1
To: Clyde Holley, Northside Baptist Church
From: Zach Dickerson, Senior Planner
Date: September 17, 2025 Technical Review Committee (TRC)
PID#: R03400-001-013-005
Egov# SITECN-25-000096
Subject: 2510 N College Rd – Northside Baptist Church Office 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 September 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Northside Baptist Church Office Building – 2510 N College Rd – TRC Review
Page | 2
Planning, Zach Dickerson 910-798-7450
Compliance with local zoning requirements
1. General Comments
a. Zoning district is PD (Planned Development), tied to rezoning case Z22-13.
b. As stated in the application the intended use is Offices for Private Business and
Professional Activities & Religious Assembly. The Unified Development Ordinance
(UDO) defines the use as
i. Offices for Private Business and Professional Activities: Establishments
primarily engaged in the day-to-day administrative or clerical services for
businesses or other organizations that provide professional or other services
to the general public on a walk-in or appointment basis in an office setting.
*Note, these offices are tied to the regular use of Northside Baptist Church.
ii. Religious Assembly: A facility or area for people to gather together for public
worship, religious training, or other religious activities including a church,
temple, mosque, synagogue, convent, monastery, or other structure, together
with its accessory structure(s), including a parsonage or a rectory. This use
does not include home meetings or other religious activities conducted in and
ancillary to a privately occupied residence. Accessory uses may include
meeting rooms and childcare provided for persons while they are attending
assembly functions. Schools and other childcare services are not accessory
uses and shall require approval as separate principal uses.
iii. Note about the above, rezoning Z22-13 permits the use of school on this
property. This TRC review is for a church office building and some youth space.
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. Conditions approved as part of the Z22-13 rezoning:
i. Prior to the approval of any future phase of this project or expansion of school
beyond 400 students, required NCDOT road improvements, as included in the
TIA, must be completed.
ii. The Terms & Conditions document shall be revised to clarify the process for
approval of future development. Section 1A shall be revised as follows: “Phase
1 on the Master Plan to be completed upon approval of rezoning to Planned
Northside Baptist Church Office Building – 2510 N College Rd – TRC Review
Page | 3
Development. Phases 2 thru 4 are listed as future development and cannot be
started without an approved modification to the Planned Development
District.”
e. The Office building was approved as part of Phase 1, so this building is okay under the
rezoning conditions.
f. This building is allowed under the minor deviation determination from New Hanover
County Planning & Land Use Staff, attached to these comments.
2. UDO Section 5.1, Parking and Loading
a. Offices for Private Business and Professional Activities require 2.5 spaces per 1,000 ft
of use. For the purposes of this TRC review, the parking calculations will be run for the
office use of the 5,800 sq ft building: 15 parking spaces required.
b. Because this is part of the Northside Baptist Church campus, it will share parking with
the other church uses.
c. Do you know how many parking spaces there are total on the campus? If we have
those calculations, we can run numbers of what’s there vs. the current uses and make
sure there are enough for this use.
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.
b. It does not appear that any trees are being removed for this project. Please confirm.
5. UDO Section 5.4, Landscaping and Buffering
a. This new building will require foundation plantings for the southern-facing portion of
the building, adjacent to the parking lot.
b. The sq footage of foundation plantings is calculated at 12% of the area of the first floor
building face.
Northside Baptist Church Office Building – 2510 N College Rd – TRC Review
Page | 4
i. How tall is the building? We can run this calculation.
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 new lighting proposed for the site?
7. UDO Section 5.6, Signs
a. Are any new signs proposed for this building?
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.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource Map, there are no conservation
resources on this property.
9. UDO Article 9, Flood Damage Prevention
a. None of the buildings on this campus or in the proposed new building area are in the
floodplain.
NHC Fire Services, David Stone 910-798-7458
Compliance with NC Fire Code
1. No comments
Northside Baptist Church Office Building – 2510 N College Rd – TRC Review
Page | 5
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Please submit for a permit revisions to County stormwater permit ATC# 250-09/12/07.
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.
2. A County land disturbing permit 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/249/Sediment-Erosion-
Controlhowever.
3. Please contact the State for their stormwater permit requirements. It is anticipated a
modification to permit SW88001241 will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects access to public water and sewer. Proposed buildings and added
infrastructure do not violate setbacks to any surrounding well or septic systems.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. The proposed building will need its own individual address.
2. Please contact me for address assignment 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. 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 are available.
Northside Baptist Church Office Building – 2510 N College Rd – TRC Review
Page | 6
4. Project is currently in CFPUA Plan Review.
NCDOT, Nick Drees 910-398-9100
Driveway access and state road improvements
1. No comments.
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. Please see attached 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
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
NHC Soil & Water Conservation
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: September 3, 2025
Subject: Northside Baptist Church
Comments:
• Please confirm that the proposed building will not exceed the daily trips as generated
below.
NCDOT Projects:
• HS-2003AI – US 117/NC 132 (College Road) – SR 2160 (Long Ridge Road) intersection.
Install traffic signal with pedestrian accommodation.
WMPO 2045 MTP Projects:
• HS-2003AI – US 117/NC 132 (College Road) – SR 2160 (Long Ridge Road) intersection.
Install traffic signal with pedestrian accommodation.
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
General Office (710) 5,880 Square
Feet 64 9 8
Alton Orchards – Major Subdivision – TRC Review
Page | 1
To: James Yopp, River Road Construction LLC, james@rockfordpartners.net
From: Katherine May, Development Review Planner; Zachary Dickerson, Development
Review Planner
Date: September 17, 2025 TRC Review
PID#: R07900-003-045-000
Egov# SUBPP-25-0027
Subject: Alton Orchards- Preliminary Plan 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.
Alton Orchards – Major Subdivision – TRC Review
Page | 2
The following comments have been received for the September 17th, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Zach Dickerson 910-798-7450, Katherine May 910-789-7443
Compliance with local zoning requirements
1. General Comments
a. Zoning district – R-15
b. Housing type: Single family residential – detached with 51 dwelling units
c. Performance subdivision.
i. Density for Performance Residential: R-15 allows a maximum density of 2.5
dwelling units per acre under performance residential. 20.45 acres x 2.5 =
51.125
d. Site plan stated that no traffic calming devices are proposed
e. The boundary is shown as 25’ when only 20’ is required.
2. UDO Section 5.1, Parking and Loading
a. Single family homes are required to have two parking spaces.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. The right of way width is correct at 45’, however travel way must be 24’ minimum.
Please confirm the width of the road.
b. 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. Tree data received, thank you. Please be aware that for single family developments
that tree removal permits are only required for areas of required infrastructure.
b. Please clarify why trees are being removed south of the amenity center and around
the retention pond, please see attached clouded site plan for areas in question.
c. Trees being retained on individual lots cannot be counted towards mitigation. Are
these trees intended to remain in perpetuity, otherwise they will need to be
guaranteed in the HOA docs.
Alton Orchards – Major Subdivision – TRC Review
Page | 3
d. 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. Landscaping and buffering are only required for the amenity areas. The amenity
center will need a separate TRC application.
b. Considering the proposed name of the development Alton Orchards, may we
suggest planting a few apple trees.
6. UDO Section 5.5, Lighting
a. Please note under 5.5.2.A that a lighting plan is not required for single-family
residential projects and the county does not require streetlights, however a lighting
plan is required for any amenity area.
7. UDO Section 5.6, Signs
a. No sign appears to be proposed, please confirm.
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.
8. UDO Section 5.7, Conservation Resources
a. Per the NCH conservation resources map, there is pocosin on this site however there
are no class IV soils. Therefore, the Conservation Resource Standards do not apply.
9. UDO Section 5.8, Open Space Requirements
a. Performance residential subdivisions require 20% open space.
Alton Orchards – Major Subdivision – TRC Review
Page | 4
b. Is the outlined area above intended for open space?
10. UDO Article 6, Subdivision Design and Improvements.
a. Sidewalks are present on one side of the road throughout the subdivision.
b. Block length is acceptable.
c. Street connectivity: 2 links, 1 node = 2, which meets the street connectivity ratio.
11. UDO Article 9, Flood Damage Prevention
a. No buildings are in a floodplain.
NHC Fire Services, David Stone 910-798-7458
Compliance with the NC Fire Code
1. Please consider adding a fire hydrant around lot 33/34. This will make access easier in the
event of a fire on the inner loop of the development.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
Alton Orchards – Major Subdivision – TRC Review
Page | 5
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-Controlhowever.
2. Please contact the State for their stormwater permit requirements. It is anticipated a high
density permit will be required.
3. The offsite stormwater drainage coming from the northwest will require a public drainage
easement sized in accordance with NHC Stormwater Manual. If any construction in the
offsite drainage conveyance measures easements that will be maintained by the county will
need to be observed during construction by Stormwater Services and a turnover meeting
scheduled once the system is ready to be conveyed to the county. Please add a plan note to
ensure county construction observation and a turnover meeting occurs. Note, should the
applicant elect to maintain the ditch themselves, the POA covenants shall indicate the
operation and maintenance roles and responsibilities.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan shows connection to public water and sewer. Proposed infrastructure does not
violate setbacks to any surrounding properties' well or septic systems. Proposed amenity
center will need to submit public swimming pool plans to NHC Environmental Health for
review and approval prior to building permit issuance.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please provide street name proposals to be approved prior to TRC approval.
2. Please contact me for address assignments 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. 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 are available via mainline extensions.
Alton Orchards – Major Subdivision – TRC Review
Page | 6
4. CFPUA 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.
8. CFPUA has been working with the Developer and Engineer regarding capacity.
NCDOT, Nick Drees 910-398-9100
Driveway access and state road improvements
1. See attached comments.
WMPO, Luke Hutson 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. See attached comments.
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. Requires permitting from ACOE.
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
New Hanover County Soil & Water Conservation
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE
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
To: New Hanover County Technical Review Committee
Date: September 2, 2025
Subject: Alton Orchard – 6200 Myrtle Grove 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 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
DISTRICT 3 ENGINEER’S OFFICE
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.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
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:
• Label the radii for the proposed driveway.
• Make sure to accommodate the largest proposed vehicle.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from 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
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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 #___________________
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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)
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□□ □□ □ □
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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
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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
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: September 3, 2025
Subject: Alton Orchard
Comments:
• N/A
NCDOT Projects:
• N/A
WMPO 2045 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
Single Family Detached
Housing (210) 51 Dwelling
Units 481 36 48