HomeMy WebLinkAbout9-3-2025 TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
September 3rd, 2025
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday,
September 3rd, 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 3, 2025 TRC meeting by calling 336-218-2051
and entering conference ID: 925 009 753#
2
Agenda Items
Item 1: Paws4People Vocational School - 5000 Transformation Lane - SITECN-25-000091
• Request by Terry Henry with Paws4People Inc. for a new 7,000 sq ft vocational trade
school and requisite parking on the site.
• The site is located at 5000 Transformation Lane, Castle Hayne. Site is 10.57 acres, zoned
PD (Planned Development), tied to conditional rezoning Z25-10.
• Engineer is Trevor Smith with Becker Morgan Group, (tsmith@beckermorgan.com)
• Case planner is Zach Dickerson (zdickerson@nhcgov.com)
Item 2: ILM East Aviation, Office and Retail - 1420 John Morris Road - SITECN-25-000092
• Request by ARQ Realty Group on behalf of ILM Airport for a new complex with aviation
hangars, retail and office spaces. Total new building square footage is 232,110 sq ft.
• The site is several parcels totaling 36.20 acres, main address tied to this is 1420 John
Morris Road, zoned AC (Airport Commerce)
• Engineer is Bart McClain with Wm G. Daniel and Associates (bmcclain@wmgda.com)
• Case planners are Ryan Beil and Zach Dickerson (rbeil@nhcgov.com &
zdickerson@nhcgov.com)
Item 3: McQuillan Pines Townhomes & Commercial - 6900 Carolina Beach Road - SUBPP-25-
0026
• Request by James Yopp of River Road Construction Co for 85 townhome units.
• The site is 33.83 acres in total, with 13 acres disturbed. Main address is 6900 Carolina
Beach Road, zoned CZD (RMF-L), Residential Multi-Family, Low-Density, Rezoning case
Z23-04M,
• Engineer is Rodney Wright with CSD Engineering (rodney@csd-engineering.com)
• Case planner is Ryan Beil (rbeil@nhcgov.com)
Paws4People Vocational School – 5000 Transformation Lane – TRC Review
Page | 1
To: Terry Henry, Paws4People Inc.
From: Zach Dickerson, Senior Planner
Date: September 3, 2025 Technical Review Committee (TRC)
PID#: R01100-008-016-000
Egov# SITECN-25-000091
Subject: 5000 Transformation Lane – Paws4People Vocation School - 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 3, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Paws4People Vocational School – 5000 Transformation Lane – TRC Review
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Planning, Zach Dickerson 910-798-7450
Compliance with local zoning requirements
1. General Comments
a. Zoning is Planned Development (PD)
b. As stated in the application the intended use is Vocation or Trade School. The Unified
Development Ordinance (UDO) defines the use as
i. A public or private school offering vocational or trade instruction- such as
teaching of trade or industrial skills, clerical or data processing, barbering or
hair dressing, computer or electronic technology, or artistic skills – to students
and that operates in buildings or structures or on premises of land leased or
owned by the educational institution for administrative purposes and meets
the State requirements for a vocational training facility. Such uses include
classrooms, laboratories, auditoriums, libraries, cafeterias, and other facilities
that further the educational mission of the institution.
c. The Planning and Land Use Department’s review of the site is for compliance with the
UDO and use specific requirements of the specified land use. Any other activity that
might occur on the property beyond the definition above should be noted on the
application and site plan for additional review and comment.
d. This site was rezoned to Planned Development as part of rezoning case Z25-10. Please
list out the following conditions on the site plan.
i. The site will be developed in accordance with the Terms and Conditions
document as agreed upon per the rezoning.
ii. Side setbacks within the PD shall be 20’ from the property line.
2. UDO Section 5.1, Parking and Loading
a. Vocational/Trade Schools require 3 parking spaces per 1,000 square feet of use.
b. 7,000 sq ft of use = 21 parking spaces required.
c. It appears there are a total of 33 spaces shared between the trade school and the
lodging to the east.
d. The type of lodging provided on this site does not directly correspond with the type of
lodging described in the UDO. However, the parking for lodging is based on the
number of rooms in the building and the amount of common space, broken out below.
Please these numbers so we can make sure there is enough parking for both of these
uses with the shared lot.
Paws4People Vocational School – 5000 Transformation Lane – TRC Review
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i. 1 parking space required per bedroom- how many bedrooms does this
building have?
ii. 2 parking spaces required per 1,000 sq ft of common indoor space- how much
common space does this building have?
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 appear that there will be some trees removed for construction of this building.
Please submit for a Tree Removal Permit on Coast.
c. Tree Removal Permit Application:
https://www.nhcgov.com/DocumentCenter/View/1239/Tree-Removal-Permit-PDF
5. UDO Section 5.4, Landscaping and Buffering
a. The parking lot landscaping looks good- please confirm what species and size of trees
are being planted.
b. Because of the required transitional landscape buffer required to the north, per Table
5.4.5.B, you are not required to do additional perimeter landscaping for the parking
lot, though you are certainly welcome to.
c. And please note 5.4.2.B, that 15 trees are required to be planted or retained per acre
disturbed on the site. This is a relatively small area of disturbance for this phase of the
project, but it would be helpful to have a note on the landscaping page that this
requirement is being met for this phase.
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?
Paws4People Vocational School – 5000 Transformation Lane – TRC Review
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7. UDO Section 5.6, Signs
a. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resources Map, there is some Pocosin
Conservation Resource on this site. However, there are no Class IV soils on this site,
so the Pocosin is unregulated.
b. No further action needs to be taken.
9. UDO Article 9, Flood Damage Prevention
a. This site is not in a flood hazard 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
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
General comments about existing soil conditions of the site.
1. See attached comments.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever.
2. Please contact the State for their stormwater permit requirements.
Paws4People Vocational School – 5000 Transformation Lane – TRC Review
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NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not
violate setbacks to any surrounding properties’ well or septic systems.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Proposed building will need its own individual address.
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. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When
ready to submit plan review package, upload all documents
to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103.
3. CFPUA water and sewer available.
4. CFPUA Meter Sizing Form will be required to determine if a 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.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See comments attached.
WMPO, Luke Hutson 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. See comments attached.
Paws4People Vocational School – 5000 Transformation Lane – TRC Review
Page | 6
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. There is an existing Jurisdictional Determination on this site.
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
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Natural
Resources
Conservation
Service
August 22, 2025
9
Custom Soil Resource Report
Soil Map (5000 Transformation Lane)
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235300 235380 235460 235540 235620 235700 235780 235860 235940 236020
235300 235380 235460 235540 235620 235700 235780 235860 235940 236020
34° 20' 42'' N
77
°
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W
34° 20' 42'' N
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9
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34° 20' 26'' N
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34° 20' 26'' N
77
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N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 150 300 600 900Feet
0 50 100 200 300Meters
Map Scale: 1:3,480 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina
Survey Area Data: Version 26, Sep 9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Map Unit Legend (5000 Transformation
Lane)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Le Leon sand 18.1 77.8%
Ly Lynn Haven fine sand 3.6 15.6%
Mu Murville fine sand 1.5 6.6%
Totals for Area of Interest 23.3 100.0%
Custom Soil Resource Report
To: New Hanover County Planning Department
From: Dru Harrison, New Hanover County Soil & Water Conservation District Director
Date: 8/22/2025
RE: 5000 Transformation Lane
I have reviewed this plan as requested and have these Comments: The Soils are
predominantly Leon sand (Le), Lynn Haven flne sand (Ly), and Murville flne sand (Mu).
According to USDA Websoil Survey, “Wilmington/New Hanover Classiflcation of soils for
Septic Tank Suitability”, Leon, Lynn Haven, and Murville are Class III soils.
The Soil Survey of New Hanover County lists Leon and Lynn Haven as poorly drained, and
Murville as very poorly drained.
Leon, Lynn Haven, and Murville are on the New Hanover County Hydric Soils “A” list which
means they are possibly wetland areas and subject to regulation under the Clean Water
Act.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the
NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the
Clean Water Act. Before disturbing possible wetland areas, developers should contact
these agencies to stay in compliance with State and Federal regulations.
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: August 21, 2025
Subject: Paws4People – 5000 Transformation Lane
________________________________________________________________________
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
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:
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.
Show and label all gates with distances to the right of way line.
Label the internal protection stem length for the proposed driveway connection.
• Measured from the right-of-way line.
You can coordinate with the district office with any questions 910-398-9100.
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
7,2
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EXISTING BUILDING
EXISTING BUILDING
VV
TRANSFORMATION LANE30' PRIVATE ACCESS & UTILITY EASEMENT
PROPOSED STORM WATERWET POND8,163 SF (0.187 AC)SEE SHEET C-503FOR WET POND DETAILS
BRADIE K-9
5000 TRANSFORMATION LANE
CASTLE HAYNENEW HANOVER COUNTY, NC
CENTERTRAINING
06/25/2024
2022290.01
C-001
North Carolina
Dover302.734.7950
Salisbury410.546.9100
Maryland
www.beckermorgan.com
Delaware
910.341.7600Wilmington
Newark302.369.3700
980.270.9100Charlotte
919.243.1332Raleigh
NC License #: C-4743
.PDF
COVER SHEET
...
....
F:\AutoCADCivil\Projects\2022\2022290.01\DWG\2022290.01-SITE-C3D21-NC.dwg, Aug 01, 2025 - 3:53pm
BRADIE K-9
5000 TRANSFORMATION LANE
CASTLE HAYNENEW HANOVER COUNTY, NC
CENTERTRAINING
C-001
1" = 30'
North Carolina
Dover302.734.7950
Salisbury410.546.9100
Maryland
www.beckermorgan.com
Delaware
910.341.7600Wilmington
Newark302.369.3700
980.270.9100Charlotte
919.243.1332Raleigh
NC License #: C-4743
.PDF
J.P.G. THMS
COVER SHEET
...
....
F:\AutoCADCivil\Projects\2022\2022290.01\DWG\2022290.01-SITE-C3D21-NC.dwg, Aug 01, 2025 - 3:53pm
2025-08-01
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-001LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
.
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GENERAL NOTES:
1. TOPOGRAPHIC SURVEY DATA SHOWN HERON WAS PREPARED BY PORT CITY LAND SURVEYING, PLLC ON 12/10/2024,VERTICAL DATUM IS BASED ON NVD '88. A TREE INVENTORY OF THE SITE WAS CONDUCTED WITH THEAFOREMENTIONED SURVEY.2. THE PROJECT IS LOCATED WITHIN A PLANNED DEVELOPMENT DISTRICT CREATED JUNE 2, 2025. THIS IS A MASTERPLAN APPROVED WITH CASE Z25-10 TITLED "PAWS4PEOPLE ASSISTANCE DOG TRAINING CENTER".3. THE EXISTING UTILITIES SHOWN WERE TAKEN FROM THE BEST AVAILABLE RECORDS. THE CONTRACTOR SHALLCONTACT NORTH CAROLINA 811 (1-800-632-4949) TO VERIFY THEIR EXACT LOCATION PRIOR TO START OF ANYCONSTRUCTION. ANY DAMAGE INCURRED TO ANY UTILITIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTORSEXPENSE. IF THE CONTRACTOR RELIES ON THE UTILITY LOCATION SHOWN HEREON, THEY DO SO AT THEIR OWN RISKAND WILL NOT BE ENTITLED TO ADDITIONAL COMPENSATION DUE TO TIME DELAYS FROM SAID RELIANCE.4. THIS AREA OF DEVELOPMENT IS NOT IMPACTED BY THE 100 YEAR FLOOD PLAIN AS SHOWN ON FIRM 3720324100K ANDFIRM 3720323100K, EFFECTIVE 8/28/2018.5. A WETLAND DELINEATION WAS COMPLETED BY TERRACON DATED 9/24/24 AND DETERMINED THAT THERE ARE AREASOF WETLANDS WITHIN THE EXISTING PARCEL.6. A WETLAND JURISDICTIONAL DETERMINATION WAS APPROVED BY USACE DATED 3/31/2025 THAT DETERMINED 404JURISDICTIONAL WETLANDS, NON-JURISDICTIONAL WETLANDS AND JURISDICTIONAL DITCHES EXIST ONE SITE. AJURISDICTIONAL DETERMINATION IS VALID FOR FIVE YEARS OR UNTIL 3/31/2030.7. ALL ROADS, PARKING AND OTHER PAVED AREAS WILL BE PRIVATELY OWNED AND MAINTAINED AND ARE NOTINTENDED FOR DEDICATION.8. NORTH CAROLINA REGULATIONS PROHIBIT THE BURIAL OF CONSTRUCTION DEMOLITION DEBRIS, INCLUDING TREEAND STUMPS ON CONSTRUCTION SITES. ANY SOLID WASTE FOUND DURING EXCAVATION MUST BE REMOVED ANDPROPERLY DISCARDED.9. ALL HANDICAPPED PARKING DEMARCATION, STALLS, AND BUILDING ACCESSIBLE ROUTES SHALL COMPLY WITH THE"AMERICAN WITH DISABILITIES ACT".10. THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENT FOR CONSTRUCTION SAFETY. ALL CONSTRUCTIONMUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES ANDREGULATION THERETO APPURTENANT.11. BEFORE THE CONTRACTOR CAN BEGIN CONSTRUCTION HE MUST OBTAIN THE PROPER PERMITS AND/OR APPROVALSFROM NEW HANOVER COUNTY (NHC), CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), NORTH CAROLINADEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), AND ANY OTHER APPLICABLE STATE AND LOCAL CODES.12. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE ACCORDING TO NEW HANOVER COUNTY AND STATE OFNORTH CAROLINA STANDARDS AND ANY OTHER APPLICABLE STATE AND LOCAL CODES.13. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TORECEIVING STRUCTURES. ROOF DRAIN DOWNSPOUTS TO BE CONNECTED TO STORM DRAINAGE OR DIRECTED TOSTREET AND/OR PARKING AREAS.14. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS, REALIGNMENTS, DISCONNECTIONS, ORCONNECTIONS OF EXISTING UTILITIES WITH APPLICABLE AUTHORITIES.15. CONTRACTOR AND BUILDER ARE RESPONSIBLE FOR COORDINATING FINISHED FLOOR ELEVATIONS OF ALL BUILDINGSWITH THE OWNER.16. MINIMUM SEPARATION OF UTILITIES SHALL BE MAINTAINED AS FOLLOWS:16.1. HORIZONTAL SEPARATION OF TEN (10) FEET BETWEEN SANITARY SEWER AND WATER MAINS AND STORM SEWER.16.2. WATER MAINS SHALL BE AT LEAST EIGHTEEN (18) INCHES ABOVE THE ELEVATION OF THE TOP OF STORM &SANITARY SEWER PIPE. IN INSTANCES WHERE WATER MAINS MUST RUN UNDER STORM SEWER A MINIMUMCLEARANCE OF 12 INCHES IS REQUIRED AND FURTHER CFPUA REVIEW AND APPROVAL IS REQUIRED.16.3. MINIMUM COVER OF THIRTY-SIX (36) INCHES SHALL BE PROVIDED FOR ALL BURIED WATER MAINS AND SANITARYSEWER MAINS.17. TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON THE WATER LINE TO FIRE HYDRANTS.
CONCRETE CURB & GUTTER
CONCRETE SIDEWALK, SLAB / PAVING
IMPERVIOUS SURFACED ROAD, DRIVE
INDIVIDUAL TREE OR BUSH
STRUCTURE (CONCRETE, WOOD,
DRAINAGE DITCH OR SWALE
WETLAND BOUNDARY LINE
ELEVATION SPOT SHOT
PROPERTY OR RIGHT-OF-WAY LINE
LIGHT POLE
CENTERLINE
BENCH MARK
METAL, ETC.)
CONTOUR
OR PARKING LOT
WIRE FENCE
49
EVERGREEN DECIDUOUS
N/A
N/A
X X XCHAINLINK FENCE
STOCKADE FENCE
43.55
X X X
55
25.15 B.C.25.00 T.C.25.50
V V V N/A
ITEM
WATER MAIN & SIZE
PROPOSEDLEGENDEXISTING
EX. 10" F.M.
EX. 10"S
EX. 10" W
U.E.
U.T.
EX. 2" G
10" S
12" F.M.
12" W
U.E.
U.T.
2" G
SANITARY GRAVITY SEWER LINE (S)SIZE & FLOW DIRECTION
C-1-Notes-Legend-Portrait
SANITARY SEWER CLEANOUT (C.O.)
WATER VALVE (W.V.) OR METER (W.M.)
FIRE HYDRANT (F.H.)
SANITARY SEWER MANHOLE (S.S.M.H.)
STORM DRAIN MANHOLE (S.D.M.H.)
CATCH BASIN (C.B.)
STORM DRAIN LINE (CMP, RCP, HDPE)
SANITARY SEWER FORCE MAIN (F.M.)SIZE & FLOW DIRECTION
UNDERGROUND ELECTRIC (U.E.)
UNDERGROUND TELEPHONE (U.T.)
UNDERGROUND GAS MAIN (G)
UTILITY POLE W/ OVERHEAD SERVICE(TELEPHONE (O.T.), ELECTRIC (O.E.)
F.H.
W.V.W.M.W.M. W.V.
F.H.
TAX PARCEL: R01100-008-016-000CAPE FEAR RIVER BASIN
NEW HANOVER COUNTY, NORTH CAROLINA
BRADIE K-9 TRAINING CENTER
CAPE FEAR RIVER BASIN SITE DEVELOPMENT PLANS
VICINITY MAP SCALE: 1" = 500'
BRADIE K-9 TRAINING CENTER. NEW HANOVER COUNTY, NC
SITE
BLU
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GLAZIER RD.
BROOKDALE DR.
SITE DATA
1.5000 TRANSFORMATION LANECASTLE HAYNE, NC 284291-888-762-PAWS3.3333 JAECKLE DRIVE, SUITE 120WILMINGTON, NC 28403910-341-7600
5.6.PROPOSED:
7.8.9.
10.11. 10.57 ACRES
16.FRONT:SIDE:REAR:
20.21.
22.
23.
OWNER OF RECORD: PAWS4PEOPLE FOUNDATION
ENGINEER: BECKER MORGAN GROUP INC.
PROPERTY MAP NUMBER: PIN: R01100-008-016-000 ZONING CLASSIFICATION: EXISTING:PD PLANNED DEVELOPMENT / NEW HANOVER COUNTYPD PLANNED DEVELOPMENT / NEW HANOVER COUNTY
DEED SUMMARY: BK. 6144, PG. 1443PLAT REFERENCE: BK. 6, PG. 90EXISTING USE:
PROPOSED USE: VOCATION OR TRADE SCHOOL - MPD - Z25-10TOTAL PARCEL AREA:
SETBACKS: PD PLANNED DEVELOPMENT - Z25-1025 FT.15 FT.20 FT.
SOURCE OF WATER: CAPE FEAR PUBLIC UTILITY AUTHORITYSOURCE OF SEWER: CAPE FEAR PUBLIC UTILITY AUTHORITY
SOURCE OF GAS: PIEDMONT NATURAL GAS
SOURCE OF ELECTRIC: DUKE ENERGY
12. BUILDING: ± 7,200 S.F.PROPOSED BUILDING:13. EXISTING: ± 11,537 S.F. (0.26 AC.)IMPERVIOUS COVERAGE:
18. LOT COVERAGE: PERMITTED: 50% (NEW HANOVER COUNTY)19. BUILDING HEIGHT: PERMITTED: 40 FT.PROPOSED: 27 FT.
17.PERIMETER BUFFER ALONG NON-PD ZONING: 10 FT.LANDSCAPE BUFFER: PD PLANNED DEVELOPMENT - Z25-10
4.1144 SHIPYARD BOULEVARDWILMINGTON, NC 28412910-791-0080
SURVEYOR: PORT CITY LAND SURVEYING, PLLC
PROPOSED: ± 27,506 S.F. (0.63 AC.)14. TOTAL DISTURBED AREA:L.O.D.: ± 79,917 S.F. (1.83 AC.)15. PARKING CALCULATIONS PER NHC UDO TABLE 5.1.2.A, VOCATION OR TRADE SCHOOL PARKING RATIO IS 3 SPACES PER 1,000 SF GFA. REQUIRED: 21 PARKING SPACESPROPOSED: 33 PARKING SPACES
VOCATION OR TRADE SCHOOL - MPD - Z25-10
1.83 ACRESTOTAL PROJECT AREA:
24. SURVEY BENCHMARK: NAIL SETELEV. 24.84'DATUM: NAVD 8825. FEMA FLOOD ZONE: BASED ON FEMA FIRM PANEL 3720324100K & 3720323100K, DATED AUGUST 28, 2018, THIS SITE AREA IS LOCATED IN FLOOD ZONE XUNSHADED AREA OF MINIMAL FLOOD HAZARD
15' DRAINAGE EASEMENT
53'
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EXISTING BUILDINGFFE: 28.25'HEIGHT: 15'
EXISTING BUILDINGFFE. 28.25'HEIGHT: 15'
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PROPOSED TREE LINE
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16" PINE TREE
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21" PINE TREE
17" OAK TREE
8" OAK TREE
3"/8" OAK CLUSTER
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TRANSFORMATION LANE30' PRIVATE ACCESS & UTILITY EASEMENT
G-5
G-4
G-2
G-8
G-3
G-5
G-1
G-2
G-6
G-3
9'
18'
9'
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24'24'
3' R
10' R
15' R 20' R
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3' R
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12 9
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T-3
T-2
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G-10
G-2
G-2
VVVVV
20' SETBACK
(TYP.)
6
15'20'
LANDS N/F
PIN: R01100-008-016-000
DEED REF: 6144-144310.57 ACRES ±
PAWS4PEOPLE INC.
ZONING - PD
5000 TRANSFORMATION LANE EXISTING CONCRETE SIDEWALK
EX. EDGE OF PAVEMENT
EXISTING CONCRETE PAD
EX. EDGE OF PAVEMENT
60' UTILITY AND ACCESSEASEMENT, M.B. 37 PG 343
30
'60
'
20' SETBACK
20
'
G-1
EXISTING 6'-8' WOODEN FENCE
EX. 4' CHAINLINK FENCE
10' LANDSCAPE BUFFER10'
10' LANDSCAPE BUFFER
10'
24'
24'
G-12
G-11
G-1
G-12
G-11
PROPOSED STORM WATERWET POND8,163 SF (0.187 AC)
15' DRAINAGE EASEMENT
15'
G-10
20'
24'
30' UTILITY AND ACCESSEASEMENT, M.B. 37 PG 343
21'
12.
6
'
LANDS N/FWILLIAMS, JAMES S JR.PIN: R01100-008-003-000DEED REF. 1415-628ZONING - R-15
LANDS N/FPAWS4PEOPLE INC.PIN: R01100-008-039-000DEED REF. 6144-1443ZONING - PD
LANDS N/FWILLIAMS, JAMES S IIIPIN: R01100-008-003-003DEED REF. 6042-1557ZONING - R-15
PR. ROOF CANOPY
20' SETBACK
20
'
5'
T-4
G-4
PR. 10' WIDE LOADING AREA
BRADIE K-9
5000 TRANSFORMATION LANE
CASTLE HAYNENEW HANOVER COUNTY, NC
CENTERTRAINING
C-201
North Carolina
Dover302.734.7950
Salisbury410.546.9100
Maryland
www.beckermorgan.com
Delaware
910.341.7600Wilmington
Newark302.369.3700
980.270.9100Charlotte
919.243.1332Raleigh
NC License #: C-4743
.PDF
SITE PLAN
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F:\AutoCADCivil\Projects\2022\2022290.01\DWG\2022290.01-SITE-C3D21-NC.dwg, Aug 01, 2025 - 3:55pm
2025-08-01
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
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PROJ. MGR.:
C-201LAYER STATE:
0
SCALE: 1" = 20'
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.
G-4G-5G-6G-7
G-1
G-3
G-2
GENERAL CONSTRUCTION NOTES
PROPOSED FULL DEPTH BITUMINOUS PAVEMENT. SEE "FULL DEPTH PAVEMENT SECTION DETAIL" ON SHEET C-901.
PROPOSED 4" THICK CONCRETE SIDEWALK AT LOCATIONS AND WIDTHS SHOWN. SEE "CONCRETE SIDEWALK DETAIL" ON
PROPOSED BUILDING, SEE ARCHITECTURE PLANS.
PROPOSED 6" CURB & REVERSE PAN GUTTER. SEE "6" CURB AND REVERSE PAN GUTTER" DETAIL ON SHEET C-901.
PROPOSED ROADWAY REPLACEMENT PAVEMENT. SEE "PAVEMENT TIE-IN SECTION" DETAIL ON SHEET C-901.
PROPOSED DEPRESSED CURB. SEE "CURB TAPER DETAIL" ON SHEET C-901.PROPOSED ACCESSIBLE RAMP. SEE "ACCESSIBLE RAMP DETAIL" ON SHEET C-901.
C-PR-SITE-C-NOTES.DWG
G-8 PROPOSED OVERHEAD DOOR, SEE ARCHITECTURE PLANS.G-9 PROPOSED EDGE OF PAVEMENT AT LOCATIONS SHOWN. G-10 PROPOSED TREELINE LIMITS.G-11 PROPOSED 6" CURB & GUTTER. SEE "6" CURB AND GUTTER "DETAIL ON SHEET C-901.G-12 CONTRACTOR TO TRANSISTION FROM REGULAR CURB GUTTER TO REVERSE PAN GUTTER AT LOCATIONS SHOWN.
SHEET C-901.
T-2T-1
PROPOSED PAINTED HANDICAP ACCESSIBLE SYMBOL - 4" WIDE SOLID HANDICAPPED WHITE LINE (TYP.). SEE "ACCESSIBLE
PROPOSED PAINTED PARKING SPACE STRIPING - 4" WIDE SOLID WHITE LINE (TYP.)
PROPOSED PAINTED STRAIGHT LINE AND 45° CROSS-HATCH STRIPING - 4" WIDE SOLID WHITE LINE (TYP.). SEE "ACCESSIBLE
T-4 PROPOSED ACCESSIBLE PARKING SIGN (TYP.). SEE "ACCESSIBLE PARKING SIGN & POLE" DETAIL ON SHEET C-901.
T-3
STRIPING & SIGNAGE CONSTRUCTION NOTES C-PR-STRIPING-C-NOTES.DWG
THERMO SYMBOL" DETAIL ON SHEET C-901.
PARKING SPACE PLAN" DETAIL ON SHEET C-901.
06/25/2024
2022290.01
1" = 20'
J.P.G. THMS
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: August 15, 2025
Subject: Paws4People
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
Animal Hospital/Veterinary
Clinic (640) 7,200 SF 155 26 25
Small Office Building (712) 7,200 SF 104 12 16
ILM East Airport Commercial – TRC Review
Page | 1
To: ARQ Realty, LLC
Bart McClain (bmcclain@wmgda.com)
From: Zach Dickerson & Ryan Beil, New Hanover County Planning & Land Use
Date: September 3, 2025 Technical Review Committee (TRC)
PID#: R04200-001-023-000, R04210-001-006-000, R04210-001-005-000, R04210-001-004-
000, R04210-001-003-000, R04210-001-002-000, R04210-001-001-000, R04200-001-022-000, R04200-
001-021-000, R04200-001-027-000, R04210-001-007-000, R04210-001-008-000, R04200-001-025-000.
Egov# SITECN-25-000092
Subject: 1420 John Morris Road – ILM East - 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
ILM East Airport Commercial – TRC Review
Page | 2
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 3rd, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Zach Dickerson & Ryan Beil
Compliance with local zoning requirements
1. General Comments
a. Zoning district is Airport Commerce (AC).
b. As stated in the application the intended use is Airport and Terminal, General Retail,
and Offices for Private and Professional Activities. The Unified Development
Ordinance (UDO) defines the use as
a. Airport and Terminal: Establishments providing air traffic control to regulate
the flow of air traffic; establishments that operate international, national, or
civil airports or public flying fields; or that support airport operations (such as
rental of hangar spaces, cargo handling services, and passenger parking lots);
and establishments providing specialty air transportation or flying services.
b. 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.
c. Retail Sales, General: Commercial enterprises that provide goods and/or
services for sale, lease, or rental directly to the consumer. Examples include
stores selling, leasing, or renting consumer, home, and business goods such
as art, clothing, dry goods, electronic equipment, furniture, garden supplies,
hardware, jewelry. Pet food, and printed material.
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. Site is compliant with AC zoning district setbacks.
2. UDO Section 5.1, Parking and Loading
a. Airport and Terminal Use has no minimum parking requirements.
ILM East Airport Commercial – TRC Review
Page | 3
b. Offices for Private and Professional Activities use requires 2.5 parking spaces per 1,000
sq ft. Site plan notes 28,000 sq ft of office use, which comes to 70 parking spaces for
office use.
c. General Retail use requires 2.5 parking spaces per 1,000 sq ft. Site plan notes 9,600 sq
ft of retail use which comes out to 24 spaces required.
d. Total parking required is 94 spaces. Site plan notes that 113 spaces are provided.
e. EV Parking requirements noted on site plan and meets minimum requirements.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. Please note that no building permit for any structure shall be issued which requires
NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval.
Evidence of approval shall accompany the application for building permit.
4. UDO Section 5.3, Tree Retention
a. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the Tree
Removal Permit is issued may result in enforcement action under Section 5.3.2 of the
Unified Development Ordinance to include prohibiting any development of the site for
3 to 5 years.
b. It does not appear that any trees will be removed for this project- please confirm.
5. UDO Section 5.4, Landscaping and Buffering
a. Interior parking lot landscaping calculations look good.
a. Please note that for airport property, we have historically not required trees.
You are welcome to provide them, but in the case specifically of the airport,
you are allowed shrubs in place.
b. Street Yard Landscaping:
a. The site plan notes 1 canopy tree and 3 understories- you don’t need both.
You only need the 3 understories if there are powerlines over the street yard
area that would prevent canopy trees from being planted.
b. Other than that the calculations look good.
c. Foundation Plantings:
a. Foundation planting calculations look good.
d. Dumpster screening looks good.
ILM East Airport Commercial – TRC Review
Page | 4
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. I noted the stop sign detail on page 19, but didn’t see another sign in the site plans
unless I missed something. Are any new signs planned for the development?
b. If so, please take note that any sign adjacent to an NCDOT maintained road cannot be
inside the 10x70’ sight triangle.
c. 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. Please note, per the New Hanover County Conservation Resource Map there are
Swamp Forest resources present, coinciding with field located wetlands but they exist
outside the development envelope.
b. Although swamp forest is present, the total acreage is 1.06 and thus falls below the
regulatory threshold.
9. UDO Article 9, Flood Damage Prevention
a. Per the New Hanover County Flood Hazard map, no part of the property is in a
floodplain.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire finals required.
2. Please send email to rgriswold@nhcgov.com with a proposed phasing plan for check off
purposes.
3. Any fuel tanks shall be permitted through County Fire.
4. Underground fire line permits are required on all private side fire lines.
5. Private side fire lines inspections include thrust block inspections, pressure testing, and
flushing.
ILM East Airport Commercial – TRC Review
Page | 5
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
General comments about existing soil conditions of the site.
1. See attached comments.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found
at https://www.nhcgov.com/251/Stormwater-
Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever.
2. The stormwater calculations are not needed for TRC approval and should be submitted for
County stormwater permitting. Upon cursory review of the calculations, please see Section
2.3.2.2, 2.3.2.3, 2.3.2.5, 2.4.2, 3.2.3, 3.5, 3.6.3, and 4.4.2 of the New Hanover Stormwater
Design Manual for requirements on County stormwater permitting. A set of preliminary
comments as follows:
a. Please include in the narrative the required items indicated in Table 2-5.
b. Please provide all stormwater conveyance calculations as indicated in the tables with
the design criteria set to a 25-year storm event.
c. Please include pond routing for the 100-year 24-hour storm event assuming the
outlet structure is obstructed and only the emergency spillway is functioning.
d. Please submit the executed operation and maintenance (O&M) plan and agreement.
The form can be downloaded at
https://www.nhcgov.com/DocumentCenter/View/465/Stormwater-Maintenance-
Form-PDF.
e. Please provide an executed Designer’s Plan and Property Owner’s Plan Certification
on the cover page of the plans. These forms can be downloaded at
https://www.nhcgov.com/DocumentCenter/View/3398/NHC-Designer-Plan-
Certification and https://www.nhcgov.com/DocumentCenter/View/3396/NHC-
Property-Owner-Plan-Certification
f. Please use the Type III rainfall distribution for hydrograph calculations.
g. Please use the frequency factor with the revised calculations that rely on the rational
method.
h. Please use a minimum pipe diameter of 15”.
3. Please contact the State for their stormwater permit requirements.
ILM East Airport Commercial – TRC Review
Page | 6
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not
violate septic or well setbacks to surrounding properties.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please contact me for street name proposals prior to TRC approval.
2. Each building or hanger will need its own individual address.
3. 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. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When
ready to submit plan review package, upload all documents to
https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103.
3. CFPUA water available; sewer would require a mainline extension.
4. CFPUA Meter Sizing Form 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.
ILM East Airport Commercial – TRC Review
Page | 7
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.
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
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Natural
Resources
Conservation
Service
August 22, 2025
Custom Soil Resource Report
Soil Map (Morris Rd and Kerr Ave (Be, Bp, JO, Ls, NO, To, Wr))
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233400 233500 233600 233700 233800 233900 234000 234100 234200
233400 233500 233600 233700 233800 233900 234000 234100
34° 16' 37'' N
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34° 16' 37'' N
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34° 16' 0'' N
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34° 16' 0'' N
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N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 250 500 1000 1500Feet
0 50 100 200 300Meters
Map Scale: 1:5,500 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina
Survey Area Data: Version 26, Sep 9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
Map Unit Legend (Morris Rd and Kerr Ave
(Be, Bp, JO, Ls, NO, To, Wr))
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Be Baymeade fine sand, 1 to 6
percent slopes
10.3 18.1%
Bp Borrow pits 0.4 0.6%
JO Johnston soils 5.2 9.1%
Ls Lynchburg fine sandy loam, 0 to
2 percent slopes, Atlantic
Coast Flatwoods
0.2 0.4%
No Norfolk fine sandy loam, 0 to 4
percent slopes
20.2 35.7%
To Torhunta loamy fine sand 2.9 5.1%
Wr Wrightsboro fine sandy loam, 0
to 2 percent slopes
17.5 31.0%
Totals for Area of Interest 56.6 100.0%
Custom Soil Resource Report
To: New Hanover County Planning Department
From: Dru Harrison, New Hanover County Soil & Water Conservation District Director
Date: 8/22/2025
RE: Morris Rd & Kerr Ave
I have reviewed this plan as requested and have these Comments: The Soils are predominantly
Baymeade flne sand (Be), Borrow Pits (Bp), Johnston soils (JO), Lynchburg flne sandy loam (Ls),
Norfolk flne sandy loam (NO), Torhunta loamy flne sand (To), and Wrightsboro flne sandy loam
(Wr). According to USDA Websoil Survey, “Wilmington/New Hanover Classiflcation of soils for
Septic Tank Suitability”, Norfolk is a class I soil, Baymeade, Lynchburg, and Wrightsboro are class II
soils, Torhunta is a class III soil, and Johnston is a class IV soil.
The Soil Survey of New Hanover County lists Baymeade and Norfolk as well drained, Borrow Pits
and Wrightsboro are moderately well drained, Lynchburg is poorly drained, and Johnston and
Torhunta as very poorly drained.
Johnston and Torhunta soils are on the New Hanover County Hydric Soils Ä list which means they
are possibly wetland areas and subject to regulation under the Clean Water Act. Lynchburg is on
the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted,
according to the Soil Survey of New Hanover County, the limitation for dwellings with or without
basements and for small commercial buildings is severe for all of the soils on this site. The
limitations are due to fiooding and/or wetness. An adequate drainage and maintenance plan is
needed for suitable housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR,
Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before
disturbing possible wetland areas, developers should contact these agencies to stay in compliance
with State and Federal regulations.
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: August 21, 2025
Subject: ILM East Aviation Office & Retail – 1420 John Morris 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
Roadway Improvements:
Per the Trip Generation Assessment from Kimley Horn roadway improvements are
needed.
• This was based on:
o AADT of 16,500 for North Kerr Avenue.
o AM Peak (65 trips) 60/40 split.
▪ 26 south bound right turning movements.
▪ 39 north bound left turning movements.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
• Figure 8-10 Recommended Treatment for Turn Lanes.
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.
• Hydraulic calculations and associated plan sheets will need to be submitted for the
site.
o This will be reviewed by the NCDOT Hydraulics Unit.
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.
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
PROPOSED8.0'x8.67' CONC.TRANSFORMER PAD
WATERFLOW
6-24
6-24
XX X X X
X
X X X
X
X
X
X
X
X
X
X
X
X XXX X X X X XXX X X X XXX X X X XXXX X X X XXX X X X XXX
X
X XXX X X X XXX X X X
X
Wilmington International Airport
Wilmington International Airport
CO
CO
RUNW
A
Y
6
-
2
4
102
.
6
'
PROPOSEDCONTROLLEDACCESS GATE #7
PROPOSEDHANGAR A(120'x100')12,000 sf
PROPOSEDHANGAR B(120'x100')12,000 sf
EDDB EAST-1A
CEMETERYACCESS
PROPOSED8' SECURITYFENCE (TYP)
PROPOSEDHANGAR 1
(10
0
'
P
U
B
L
I
C
R
/
W
)
N. K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
24.8'
25.4'
99.
0
'
EDDB EAST-1C
(10
0
'
P
U
B
L
I
C
R
/
W
)
N. K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
PROPOSEDHANGAR 5
PROPOSEDHANGAR 4
PROPOSEDHANGAR 3
PROPOSEDHANGAR E(120'x100')12,000 sf
HANGAR(12,000 SF)
100
EDDB EAST-1B
PROPOSEDDUMPSTERSW/ SCREEN WALL
18'9'
BUILDING #1
T
A
X
I
W
A
Y
N
O
V
E
M
B
E
R
JET BLASTDEFLECTOR8' HIGH
PROPOSEDRETAININGWALL
HANGAR DOFFICE3,250 SF
PROPOSEDHANGAR C(120'x100')12,000 sf
PROPOSEDHANGAR D(120'x100')12,000 sf
PROPOSEDCHARGEPOINT 6000EV CHARGINGSTATION
SELF SERVEFUEL STATIONAREA
110
.
0
'
79.
0
'
79.0
'
35.0
'
158.0
'
ADGII
ADGIII
ADGII
PROP E
O
C
(
1
'
O
U
T
S
I
D
E
P
7
7
L
I
N
E
)
PROP EOC
110.
0
'
58.0'
PROPOSEDDUMPSTERSW/ SCREEN WALL
X
X
X
X
X X X X X X X X
PROPOSED2-STORYRETAIL (9,600 SF)OFFICE (9,600 SF)(19,200 SF TOTAL)
BUILDING #3
PROPOSEDCONTROLLEDACCESS GATE #4
PROPOSEDCONTROLLEDACCESS GATE #2XX
X X X X X X
PROPOSEDGSE BLDG.(89.33'x50.67')4,525 sf
PROJECT AREA
36.20 ACRES
PROJECT AREA36.20 ACRES
PROJECT AREA
36.20 ACRES
PROPOSEDCONCRETE
3" S9.5B8" CABC
3" S9.5B8" CABC
3" S9.5B8" CABC
3" S9.5B8" CABC
GRASSEDSWALE EAST-1AFROMEDDB EAST-1A
GRASSEDSWALE EAST-1BFROMEDDB EAST-1B
GRASSEDSWALE EASE-1C FROMEDDB EAST-1C
PROPOSEDRETAININGWALL
PROPOSEDCHARGEPOINT 6000EV CHARGINGSTATION
PROPOSEDCONCRETE
PROPOSEDCONCRETE
PROPOSEDCONCRETE
PROPOSEDCONCRETE
PROPOSEDCONCRETE
PROPOSEDFUEL STORAGETANKS
PROPOSED ACCESSSCANNER W/ KEYPADWITHIN 2'x10'x6" RAISEDCONCRETE ISLAND
PROPOSEDFUEL PUMPCABINET
X
X
X X X X X X
PROPOSEDCONTROLLEDACCESS GATE #1
PROPOSEDCONTROLLEDACCESS GATE #3
PROPOSEDCONTROLLEDACCESS GATE #6
X
X
X
PROPOSEDCONCRETE
69.
0
'
105
.
0
'
PROP E
O
C
JET BLASTDEFLECTOR8' HIGH79.0
'
PROP. 6" SOLIDYELLOW LINEW/ 6" BLACKOUTLINE
PROP. 12" SOLIDYELLOW LINEW/ 6" BLACKOUTLINE
PROP. 12" SOLIDYELLOW LINEW/ 6" BLACKOUTLINE
PROP. 12" SOLIDYELLOW LINEW/ 6" BLACKOUTLINE
PROP. NON-MOVEMENTAREA MARKING6" SOLID YELLOW3'x6" YELLOW DASHW/ 3' GAP W/ 6"BLACK OUTLINE
PROP. NON-MOVEMENTAREA MARKING6" SOLID YELLOW3'x6" YELLOW DASHW/ 3' GAP W/ 6"BLACK OUTLINE
PROP. 6" SOLIDYELLOW LINEW/ 6" BLACKOUTLINE
PROP. 6" SOLIDYELLOW LINE
PROP. 6" SOLIDYELLOW LINE
PROP. NON-MOVEMENTAREA MARKING6" SOLID YELLOW3'x6" YELLOW DASHW/ 3' GAP W/ 6"BLACK OUTLINE
PROPOSEDGRASS AREA
PROPOSEDCONCRETE
PROPOSEDCONCRETE
PROPOSEDFENCE
35.0
'PROPOSEDGRASS AREA
PROP E
O
C
TIE TOEX. FENCE
PROPOSEDGRASS AREA
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)PROPOSED8' SECURITYFENCE (TYP)
PROP E
O
C
PROP E
O
C
PROP E
O
C
PR
O
P
E
O
C
PROP. PATTERN C INTERMEDIATEHOLDING POSITION MARKING3'x1' YELLOW DASH W/ 6"BLACK OUTLINE
X
XXX
X
X
X
XXX
PROPOSEDCONCRETE
30.0'
PROP. 6" SOLIDYELLOW LINEW/ 6" BLACKOUTLINEPROP. 6" SOLIDYELLOW LINEW/ 6" BLACKOUTLINE
HANGAR EOFFICE3,570 SF
PROPOSEDHANGAR F(120'x100')12,000 sf HANGAR FOFFICE
PROPOSEDHANGAR G(120'x100')12,000 sf
79.0
'
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
Wilmington International Airport
Wilmington International Airport
PROPHC PKNGSIGNS
PROPOSEDHC PARKINGSIGNS (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)PROPOSED4' CONCRETEFLUME
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
END 24"CURB
PROPOSED24" SPILLCURB (TYP)PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED2' CONCRETEFLUME
PROPOSED2' CONCRETEFLUME
PROPOSED2' CONCRETEFLUME W/NEENAH SOLIDCOVER
PROPOSED2' CONCRETEFLUME W/NEENAH SOLIDCOVER
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BAR
PROPOSEDSTOP BAR
PROPOSEDSTOP BAR
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BARAND SIGN
PROP. 4" 4,500 PSICONCRETE REINFORCEDW/ #4 REBAR 12" O.C. EACHWAY ON 4" CABC
PROP. 4" 4,500 PSICONCRETE REINFORCEDW/ #4 REBAR 12" O.C. EACHWAY ON 4" CABC
25.0'
25.0
'
37.0'
TIE TOEX. PAVE
TIE TOEX. PAVE
PROP. PATTERN C INTERMEDIATEHOLDING POSITION MARKING3'x1' YELLOW DASH W/ 6"BLACK OUTLINE
PROPOSED24" SPILLCURB (TYP)
PROPOSED3' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
BUILDING 1OFFICES/SCHOOL14,830 SF
PROPOSED24" SPILLCURB (TYP)17
GPR CEMETERY BUFFERFROM NEW SOUTH ASSOC.,INC. (ARCHAEOLOGIST)
GPR CEMETERY BUFFERFROM NEW SOUTH ASSOC.,INC. (ARCHAEOLOGIST)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSEDHC PARKINGSIGNS (TYP)
32' R
32' R
20' R 20' R
30' R
30' R
20' R20' R
95' R
120' R
200.5' R
225' R
200' R
225' R 45' R
70' R
PROPOSEDHC PARKINGSIGN (TYP)
X X XX X X X X X
FOREBAY
FOREBAY
FOREBAY FOREBAY
FOREBAY
X X XX X X X X X
X
X
X
X
X
X
X X X X X X X X X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X X
X
X
X
XXX
X
X
X
X
XX
X
X
X
XX X X
X
XXX
X
X
X
XXX
X
X
X
X
X
X X X X X X
XXXX
X X
X X X X X X
X
X X X X X X X X
X
X
X
X
XX
XX
X XXX X X X X XXX X X X XXX X X X XXXX X X X XXX X X X XXX
X
X XXX X X X XXX X X X
X
X
X
X
XX
X
X
X
X
X
X X
X
X
X X XXX
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 3
PROPOSED8'x12' CONC.GENERATOR PADHANGAR E
PROP. PH 1
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PROPOSED8'x12' CONC.GENERATOR PADHANGAR F
PROP. BIKERACK
55.
0
'
50' R
35' TAPER
END 24"CURB
PROPOSEDHANGAR 2
48.5'
75.5
'
PROPOSEDCONTROLLEDACCESSGATE XXX
XXX
PROPOSEDRETAININGWALL
PROP. NCDOT STDGUARDRAIL
PROPOSED8' SECURITYFENCE (TYP)
52.8'
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED8.0'x8.67' CONC.TRANSFORMER PAD
PROPOSED8.0'x8.67' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
23
PROPOSEDCHARGEPOINT 6000EV CHARGINGSTATION
1150 SE MAYNARD ROADSUITE 260CARY, NC 27511(919) 467-9708C-0329
1" = 100'
OverallSite Plan
CS - 3Contact the North Carolina One Call Centerprior to doing any digging. (1-800-632-4949)
July 30, 2025
DEVELOPER:
OWNER:Wilmington International Airport1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
ARQ - ILMEast Side Development
0' 100' 200' 300'
GRAPHIC SCALE
(IN FEET)1 INCH = 100 FT
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120Wilmington, NC 28405910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120Wilmington, NC 28405910-720-0054 ext: 700
PAVEMENT/CONCRETE DESIGN LEGENDDRIVE AISLES (HEAVY DUTY)
PARKING SPACES (LIGHT DUTY)
(8" CABC & 3" S9.5B)
(6" CABC & 3" S9.5B)
TAXILANE - ADG I(8" CABC & 3" S9.5B)
TAXILANE/APRON - ADG II & III
TRAFFIC SIGN NOTEALL SIGNS WILL USE PRISMATIC SHEETING AND WILLADHERE TO THE RETROREFLECTIVITY STANDARDSFOUND IN THE LATEST EDITION OF THE MUTCD.
07/30/2025
Bart J. McClain
PUBLIC AREA STRIPING & SIGNAGE NOTES1. ALL ONSITE PAVEMENT MARKINGS TO BE 4" WHITEPAINT, UNLESS OTHERWISE NOTED.2. STOP BAR AT N KERR AVE. TO BE 24" WHITETHERMOPLASTIC.3. STOP BARS INTERNAL TO SITE TO BE 24" WHITE PAINT.4. STOP SIGN AT N KERR AVE. TO BE MUTCD R1-1 36"x36".5. INTERNAL STOP SIGNS ARE TO BE MUTCD R1-1 30"x30".6. DIRECTIONAL ARROWS TO BE WHITE PAINT.
CURB RAMP NOTECurb ramp locations are approximate only. Curb rampsshould be located and constructed in accordance with theTown of Cary and NCDOT standards after the locations ofthe propsed stop bars and/or pedestrian crosswalks havebeen staked out.
(6" P-209 CRUSHED AGGREGATE & 7" P-501 PCC 4,500 PSI)
NOTEALL CONSTRUCTION MUST BE PERFORMED INACCORDANCE WITH CURRENT NEW HANOVERCOUNTY, ILM, CFPUA, NCDEQ, & NCDOTSTANDARD SPECIFICATIONS AND DETAILS.
SITE NOTES:1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NEW HANOVERCOUNTY, ILM, NCDEQ, AND NCDOT STANDARD SPECIFICATIONS ANDDETAILS.2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALLEXISTING UTILITIES.3. FEMA MAPPED 100 YR FLOOD HAZARD AREAS NOT LOCATED ON THISSITE. FEMA MAP #3720313900K DATED AUGUST 28, 2018.4. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TOTHE CONTRACTOR UPON THEIR REQUEST.5. ASBUILT AND TOPOGRAPHIC INFORMATION FROM FIELD SURVEY BYMATRIX EAST, PLLC .
NOTE:FOR 50 SCALE SITE BLOWUPS, SEE
SHEETS CS-4 AND CS-5 THIS SET.
WATERFLOW
6-24
6-24
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Wilmington International Airport
Wilmington International Airport
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PROP. 4" PVCDOM SEWERSERVICE (TYP)
PROP. MH 5TOP = 21.46OUT = 14.31
PROP. MH 3TOP = 19.96IN = 12.47OUT = 12.37
PROP
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PROP. 8
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PROP. O/W/SSEPARATOR1000 GAL (TYP)
PROP. O/W/SSEPARATOR1000 GAL (TYP)
PROP. 4" S
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PROP. 2" PVC C-900DOM. WATER SERVICE
KNOX LOCKREQUIRED ON GATE
PROP. 4" DCVADOMESTIC BACKFLOWIN INSULATE HOTBOXPROP. 4" DOMESTICMASTER WATER METER EX. 12" PVC C-900 WATER LI
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PROP. 4" P
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PROP FH6" LEG
PROP. 105.38' 8" PVC SS @ 0.50%
PROP.
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PROP. MH 1TOP = 22.40IN = 10.86OUT = 10.76
PROP
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PROP. 4" PVCDOM SEWERSERVICE (TYP)
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PROP. 1-1/2"DOM WATERSERVICES
PROP. 6" PV
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PROPOSEDCONTROLLEDACCESS GATE #7
20'
10'
(100
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PROPOSEDHANGAR 1
PROPOSEDHANGAR 5
PROPOSEDHANGAR 4
PROPOSEDHANGAR 3
PROPOSEDHANGAR 2
CEMETERYACCESS
PROPOSEDHANGAR A12,000 sf
PROPOSEDHANGAR B12,000 sf
PROPOSEDHANGAR C12,000 sf
PROPOSEDHANGAR D12,000 sf
PROPOSEDHANGAR E12,000 sf
PROPOSEDGSE BLDG.
BUILDING #3PROPOSED2-STORY(19,200 SF TOTAL)SPRINKLED
PROPOSEDCONCRETE
PROPOSEDFUEL TANKS
PROP. 2" DCVA DOMESTICBACKFLOW IN INSULATEDHOTBOX
PROP. 2" DOMESTICMASTER WATER METER
PROP. 16"x8"TAPPING SLEEVEWITH VALVE
PROP. 8"
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EX. 12" PVC C-900 WATER LINE
PROP8"x8"x8" TEE3-8" GV
PROP CUT IN12"x12"x8" TEE2-12" GV1-8" GV
EX16"x12" TAPPINGSLEEVE W/ VALVE(BY OTHERS)
PROP. 4" PVCOWS SERVICE(TYP)
EX. 20' CAPE FEARPUBLIC UTILITY EASEMENT
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. MH 4TOP = 19.83IN = 13.57OUT = 13.47
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. MH 6TOP = 18.40OUT = 14.02
SSSS SS SS SSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS
PROP. O/W/SSEPARATOR1000 GAL (TYP)
SS SSSS SSSS SSSS SSSS SSSS SS
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PROP. 4" DOM.SS SERVICE
PROP. 4" SSSERVICE TO OWS
PROP. 6" DOM. SS SERV
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PROP. 6" FIRE LINEBACKFLOW
PROP.
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PROP. 1" DOMESTICWATER METER
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PROP. 4" DOM.SS SERVICE
PROP. 2" DOMESTICDCVA BACKFLOWIN INSULATED HOTBOX
PROP. 2" DOMESTICMASTER WATER METER
PROP8"x8"x8" TEE2-8" GV1-8"x6" REDUCER1-6" GV
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Wilmington International Airport
Wilmington International Airport
PROPOSEDHANGAR F(12,000 sf)SPRINKLED
PROPOSEDHANGAR G12,000 sf
BUILDING #1
PROPOSEDCONTROLLEDACCESS GATE #1
HANGAR FOFFICESPRINKLED
PROPOSEDCONTROLLEDACCESS GATE #2
HANGAR(12,000 SF)SSSSWWWWWWWWWWWWWWWWWWWWWWWWWW
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PROP. 2" DOMWATER SERVICE
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PROP. O/W/SSEPARATOR1000 GAL (TYP)
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PROP. 4" DOM.SS SERVICE
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PROP. 4" SSSERVICE TO OWS
BUILDING 1OFFICES/SCHOOL14,830 SF
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PROP. 90.00' 8
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(BY OTHERS)
(BY OTHERS)
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSS
SSSSSSSS
PROP. 2000 GALGREASE TRAP
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EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA.CONCRETE MANHOLE
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING8-INCH DIA.GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING FIRE HYDRANT
EXISTINGFIRE HYDRANT
EXISTINGFIRE HYDRANT
EXISTING 12-INCH WATER MAIN
EXISTING12-INCH WATER MAIN
EXISTING 2-INCH WATER SERVICE
EXISTING WATER METER
EXISTING BACKFLOW PREVENTER
EXISTING BACKFLOW PREVENTER
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING FIRE HYDRANT
TEE WITH MJ CAP
SSSS SSSS SSSS
EXISTING6-INCH SEWER SERVICE
EXISTING6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING TEMPORARY FIRE HYDRANT
REMOVE AND RELOCATETEMPORARY FIRE HYDRANT
EDDB EAST-1A
EDDB EAST-1B
EDDB EAST-1C
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PROP FH6" LEGPROP. 4" DOM.SS SERVICE
PROP. MH 2TOP = 20.70IN = 11.84OUT = 11.74
PROP. O/W/SSEPARATOR1000 GAL (TYP)SSSS
WWWWWWWWWWWWWW
PROP. 1" IRRIGDCVA BACKFLOWIN INSULATED HOTBOX
PROP. 1" IRRIGTAP
PROP. 1" IRRIGMETER
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PROP. 2" DOMWATER SERVICE
FOREBAY
FOREBAY
FOREBAY
FOREBAY
FOREBAY
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PROPOSED8'x12' CONC.GENERATOR PADBUILDING 3
PROPOSED8'x12' CONC.GENERATOR PADHANGAR E
PROPOSED8'x12' CONC.GENERATOR PADHANGAR F
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 1
PROP. 2-2"PVC CONDUITS
PROP. 2-2"PVC CONDUITS
PROP. 1-2"PVC CONDUIT
PROP. 2-2"PVC CONDUITS
PROP. 1-2"PVC CONDUIT
PROP. 1-1/2" DOMESTICWATER SERVICE
PROP. 4"FIRELINE TO FDC
PROP. 1-2"PVC CONDUITS
PROP. BIKERACK
PROP. 8" RPDA BACKFLOWPREVENTER IN INSULATED HOTBOX
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PROP. 8" RPDA BACKFLOWPREVENTER IN INSULATEDHOTBOX
PROP. 6" P
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ESTIC SER
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WWWWWWWWWWWWWW WW PROP. 4" DOMTAP
PROP. 4" PVC C-900DOM WATER SERVICE
WW
PROP. 4" PVC C-900DOM WATER SERVICE
PROP. 1-1/2" DOMWATER SERVICE
PROP. 6" C-900FIRE LINE
PROP. 4" PVC C-900DOM WATER SERVICE
PROP. 1.5" P
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PROP ILM PRIVATEUTILITY EASEMENT
PROP ILM PRIVATEUTILITY EASEMENT
PROP ILM PRIVATEUTILITY EASEMENT
PROP ILM PRIVATEUTILITY EASEMENT
PROP. 6" PVC DOM.SEWER SERVICE PROP. 4" PVC DOM.SEWER SERVICE(TYP)PROP. 4" PVC DOM.SEWER SERVICE(TYP)
PROP. 6" PVC DOM.SEWER SERVICE
PROP. 4" PVC DOM.SEWER SERVICE(TYP)PROP. 4" PVC DOM.SEWER SERVICE(TYP)
PROPOSED4" GV
PROPOSED6" GVPROPOSED2" BLOWOFF
HANGAR EOFFICE3,570 SF
PROP. 6
"
P
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PROP. 4" PVCC-900 FIRELINEPROP. 2" DOMWATER SERVICE
OVERHEAD POWER TO BE REMOVED
EX. POWER POLEAND GUY WIRES TOBE REMOVED ANDPOWER TO BEUNDERGROUND
EX. POWER POLEAND GUY WIRES TOBE REMOVED ANDPOWER TO BEUNDERGROUND
PROPOSED8' SECURITYFENCE (TYP)
PROP. NCDOT STDGUARDRAIL
PROPOSED8' SECURITYFENCE (TYP)
W W W W W W W W W W W W W W WWWW
WW
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED8.0'x8.67' CONC.TRANSFORMER PAD
PROPOSED8.0'x8.67' CONC.TRANSFORMER PAD
PROPOSED8.0'x8.67' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROPOSED5.5'x6.83' CONC.TRANSFORMER PAD
PROP. 2" PVC C-900DOM. WATER SERVICE
PROP. 2" PVC C-900DOM. WATER SERVICE
PROP. 1" PVC C-900DOM. WATER SERVICE
PROP. 1" PVC C-900DOM. WATER SERVICE
PROP. 1" PVC C-900DOM. WATER SERVICE
PROP. 4" PVC C-900OWS SEWER SERVICE(TYP)
PROP. 6" PVC C-900OWS SEWER SERVICE(TYP)
PROP. 6" PVC C-900OWS SEWER SERVICE(TYP)
PROP. 1" PVC C-900DOM. WATER SERVICE
PROP. 2" TAP
PROP. 1" PVC C-900DOM. WATER SERVICE
EXISTING ILM PRIVATEUTILITY EASEMENT
WWWWWWWW
PROPFDC TOGSE BLDG
WWWWWWWW
PROP. 4" PVC C-900FIRELINE TO FDC
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.INFORMATION AVAILABLE. THE SURVEYOR HAS NOTTHEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROMLOCATION INDICATED ALTHOUGH HE DOES CERTIFY THATUNDERGROUND UTILITIES SHOWN ARE IN THE EXACTSURVEYOR FURTHER DOES NOT WARRANT THAT THEIN THE AREA, EITHER IN SERVICE OR ABANDONED. THEGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIESTHE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
WW
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GG
1150 SE MAYNARD ROADSUITE 260CARY, NC 27511(919) 467-9708C-0329
1" = 100'
OverallUtility Plan
CS - 6
DEVELOPER:ARQ Realty, LLC
6711 Netherlands Drive - Suite 120Wilmington, NC 28405910-720-0054 ext: 700
Contact the North Carolina One Call Centerprior to doing any digging. (1-800-632-4949)
0' 100' 200' 300'
GRAPHIC SCALE
(IN FEET)1 INCH = 100 FT
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120Wilmington, NC 28405910-720-0054 ext: 700
Existing Water Line by WK Dickson
Existing Sewer Line by WK DicksonSSSSSSSSSS
Proposed Water Line by CFCAWWWW
Proposed Sewer Line by CFCASSSSSSSS
UTILITY LEGEND
Financially Responsible Contact:Benjamin ZuckerARQ Realty, LLC Group919-939-6769
NOTE:BUILDING 3, HANGAR F, AND GSE TOBE SPRINKLED.
NOTE:GATED ENTRANCES/EXITS (4) TOAIRPORT AREAS WILL HAVE KNOXLOCKS ON EXTERIOR SIDE OF GATES.KNOX BOX'S FOR BUILDINGS TO BELOCATED ON OUTSIDE WALL NEXT TOTHE RISER ROOM DOOR.
UNDERGROUND UTILITY NOTE:UNDERGROUND UTILITY RELOCATIONS ARE TO BECOORDINATED BETWEEN THE CONTRACTOR AND THEINDIVIDUAL UTILITY COMPANIES.
July 30, 2025
07/30/2025
Bart J. McClain
ARQ - ILMEast Side Development
Existing Water and Sewer Utility Note:The existing water and sewer lines shown on this plan in blueand green are from approved ILM utility extension plansentitled 'Work Authorization 03 - ILM East Utility Expansion' byWK Dickson and approved by CFPUA on March 28, 2025.
NOTEALL CONSTRUCTION MUST BE PERFORMED INACCORDANCE WITH CURRENT NEW HANOVERCOUNTY, ILM, CFPUA, NCDEQ, & NCDOTSTANDARD SPECIFICATIONS AND DETAILS.
NOTE:FOR 50 SCALE UTILITY BLOWUPS, SEESHEETS CS-7 AND CS-8 THIS SET.
OWNER:NHC; NHC Airport Authority1740 Airport Blvd.
Wilmington, NC 28405
910-341-4333
X
X
X
X
X
X
X
X
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PROP.GI 73
PROPOSEDHANGAR DFFE 21.00
PROP.SLOT DRAINTOP 20.21
PROP.JB 46
PROP.GI 30B
PROP.FES 30A
PROP. FESINV 13.00
PROP. FESINV 11.70
PROP.DI 34
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PROPOSEDRETAININGWALL
162 LF GRASSEDSWALE EAST-1BFROMEDDB EAST-1B
PROP. FES 31INV 9.5
PROP.CB 33
PROP.ST MH 32
PROP.18" HDPE
PROP.
1
8
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H
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PROP.24" HDPE
PROP. 84.56'18" RCP @ 1.54%
PROP.18" HDPE
PROP.12" HDPE
PROP.JB 45D
PROP.JB 45C
PROP.
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PROP.
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20
20
20
20
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151617181920
11
10
151617181920
14
9101112121110
9101112
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1413
12121110
PROP.18" RCP
AILROADCK DAM
PROP. RAILROADTIE CHECK DAM(TYP)
PROP.CB 72
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W
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W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
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W
W
W
W
W
W
W
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W
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PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
WATERFLOW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSS
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PROP.JB 51
BUILDING #3PROPOSED2-STORY
FFE 19.25
PROP. FES 80INV 17.00
PROP.GI 47
PROP
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PROP. 15" HDPE
PROP. RISER 37TOP 17.8012" INV 15.0018" INV 12.74
PROP.GI 10
PROP.GI 11
PROP.GI 28
PROP.GI 27
EDDB EAST-1B
PROP.ST MH 36
PROP.ST MH 35
PROP. FES 81INV 17.50
PROP.CB 9
PROP.CB 8
PR
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PROP.15" HDPE
PROP. 77.00'18" HDPE@ 0.65%
PRO
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PROP.18" RCP
PRO
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PROP. FESINV 18.65
PROP. FESINV 18.10
PROP. 81.22'18" RCP @ 0.68%
HDPE
PROP. 6' GAPNO SLOT DRAIN
PROP.VEL DISS
PROP.VEL DISS/
22
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PROPOSEDGSE BLDG.FFE 21.00
PROPOSEDHANGAR EFFE 21.00
HANGARFFE 21.20
BUILDING #1
21
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PROPOSED24" SPILLCURB (TYP)
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BAR
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROP. 81.22'18" RCP @ 0.68%
PROP. FESINV 18.10
PROP. FESINV 18.65
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PROP. 10'RIP-RAPSPILLWAYEL 17.5
PROP. 10'RIP-RAPSPILLWAYEL 16.5
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PROPOSED8'x12' CONC.GENERATOR PADBUILDING 3
PROPOSED8'x12' CONC.GENERATOR PADHANGAR E
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 1
PROP. FES 110INV 19.0
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PROPOSED8' SECURITYFENCE (TYP)
PROPOSED8' SECURITYFENCE (TYP)
1150 SE MAYNARD ROADSUITE 260CARY, NC 27511(919) 467-9708C-0329
1" = 100'
EDDB EAST-1BPlan / Profile
Contact the North Carolina One Call Centerprior to doing any digging. (1-800-632-4949)
0' 40' 80' 120'
GRAPHIC SCALE
(IN FEET)1 INCH = 40 FT
DEVELOPER:
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120Wilmington, NC 28405910-720-0054 ext: 700
Bart J. McClain
EDDB EAST-1B PLAN VIEW SWALE EAST-1B
EDDB EAST-1B PROFILE VIEWHORIZ SCALE 1" = 5'VERT SCALE 1" = 2'
HORIZ SCALE 1" = 40' HORIZ SCALE 1" = 40'
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ANTI-FLOATATION
CONCRETE
PROP. 18.89' 18" RCP @ 0.53%
TOP OF 10' DAM ELEV. 20.00
3:1 SLOP
E
PROPOSED
TRASH RACK
RISER TOP
ELEV 17.80
10' EMERGENCY SPILLWAY ELEV. 19.00
PROPOSED 12' PVC
DRAWDOWN PIPE
INV 15.00
RISER 37
INV 12.74
WIRE MESH
OVER OPENING
PROP. 2'x2' INSIDE
CONCRETE RISER
TEMPORARY POOL
ELEV. 16.50
PROP. 77.00' 18" HDPE @ 0.65%
FES
18" HDPE
17.00
3
:
1
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TO MH 36PROP.
VELOCITY
DISSIPATOR
4' FOREBAY BERM
SEE PLAN VIEW
FOR FOREBAY
ELEVATIONS
3:1 3
:
1
10' WIDE RIP-RAP
SPILLWAY/KEYWAY
THROUGH DAM.
FOREBAY
BOTTOM
SEE PLAN
GEO-TEXTILE
UNDERLINER WITH
4" CABC ABOVE.
CLASS A RIP-RAP
ABOVE CABC TO
ALLOW FILTRATION
FROM FOREBAY TO
BASIN TO PREVENT
PONDING.
APPROX. 0.5% BOTTOM
SLOPE FROM FOREBAY
TO OUTLET PIPE.
Forebay Note;A rip-rap spillway/keyway is being used inthe forebay berm to impound water and allowsediment to settle out, as well as allow topercolate through the keyway to preventextended ponding within the forebay.
SHWT NOTE:SHWT borings were conducted by Soil & Environmental
Consultants, Inc., on March 13, 2024 to determineapproximate SHWT elevations at the EDDB locations.All EDDB's are 1' or more above the SHWT at theboring locations.
CS - 28
July 30, 2025
07/30/2025
ARQ - ILMEast Side Development
OWNER:NHC; NHC Airport Authority1740 Airport Blvd.
Wilmington, NC 28405
910-341-4333
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: August 15, 2025
Subject: ILM East Aviation, Office, and Retail
NCDOT Projects:
• N/A
WMPO 2045 MTP Projects:
• N/A
New Hanover County Projects:
• NCHBIKEPEDPRIORITIES-2024 – Kerr Avenue North/Barvarian Lane. 10’ paved Multi
Use Path.
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 Space
(710) 38,000 SF 500 73 74
McQuillan Pines – Major Subdivision – TRC Review
Page | 1
To: James Yopp, 7150 River Road, james@rockfordpartners.net
From: Ryan Beil, Development Review Planner
Date: September, 2nd, 2025 TRC Review
PID#: R08200-001-010-000, R08200-001-012-000
Egov# SUBPP- 25-0026
Subject: McQuillan Pines- 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.
McQuillan Pines – Major Subdivision – TRC Review
Page | 2
The following comments have been received for the September 2nd, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Ryan Beil 910-798-7444
Compliance with local zoning requirements
1. General Comments
a. The zoning is split between CZD B-2 and CZD RMF-L, and the housing type proposed
is row-style single-family attached.
b. This is a performance subdivision.
i. The RMF-L district allows a maximum density of 10 dwelling units per acre.
Density calculations:
1. Total site acreage = 13.87 acres
2. RMF-L Zoning District allows maximum of 10 dwelling units per acre
under performance residential subdivision standards.
3. Developable site acreage (13.96) x 10 units per acre= 140 units
maximum
a. Proposing 85 units.
c. This project was a part of a modification of a conditional rezoning, Z23-04M with the
following conditions:
i. Any RV and Boat storage must be located on the interior of the mini storage
and may not be visible from a public right-of-way.
ii. The access easement from Southern Charm to Carolina Beach Road shall be
public.
iii. The access easements from both Southern Charm Drive and Carolina Beach
Road shall not be gated.
iv. Single-family attached structures shall be limited to three stories. The mini
storage height will be limited to 3 stories or 50 feet.
v. The buffer yard between the new residential structures and the adjacent
residential structures shall be no less than 20 feet.
vi. The mini storage structure will be limited to a 12,000 square foot maximum
building footprint and a 36,000 gross square foot maximum.
McQuillan Pines – Major Subdivision – TRC Review
Page | 3
vii. A minimum 20-foot-wide public access easement shall be provided along the
frontage parallel with Carolina Beach Road to accommodate future public
bicycle and pedestrian use.
d. Please include the updated conditions from Z23-04M on the site plan. I see the
existing conditions from Z23-04 on page 5 of the Site Plan, but not the most recent
conditions from the Modification of the rezoning.
e. Staff recommend including the location of traffic calming devices on the preliminary
plans. Installation of traffic calming devices are not required, but including potential
locations on the plan ensures the future HOA / owners will have the opportunity to
install them without conducting a traffic study.
2. UDO Section 5.1, Parking and Loading
a. 2 spaces required per 2 (+) bedrooms. 85 units with 3 bedrooms. 85 x 2 =170
required spaces.
b. For the CZD B-2 section, .5 spaces required per 1000 sq ft.
i. 36,000 square feet / 1000 = 36
ii. 36 x .5 =18 spots required, appears to be 19 spots provided in this section,
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. Tree removal permit has been received and approved.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscaping and buffering are only required for the amenity areas. Additionally, as
listed in condition 5, the buffer yard between the new residential structures and the
adjacent residential structures shall be no less than 20 feet.
b. A transitional buffer is also required along the northern perimeter where the
property abuts single family residential housing.
c. B-2 zoning requires 25 square feet per linear foot of street frontage, with 1 canopy
tree and 5 shrubs per every 600 square feet of street yard area
i. 270.5 linear feet -26.5 = 244 linear feet. 244 x 25= 6101 square feet required.
McQuillan Pines – Major Subdivision – TRC Review
Page | 4
ii. 6,181 square feet provided.
iii. 6,181sq ft / 600 sq ft = 10 canopy trees and 72 shrubs provided.
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. I see the location of a freestanding sign at the Southern Charm Drive intersection
with Carolina Beach Road. If the sign is along a DOT maintained road or near an
intersection with a DOT road (including the driveway access). They need to show the
required DOT sight triangles on the plan and the sign location must be outside the
sight triangles.
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 Planning Map there is Pocosin present, but Pocosin is
only regulated as a conservation resource if there are Class IV soils present, which
there are not.
9. UDO Section 5.8, Open Space Requirements
a. 20% of open space required, 5.99 acres of open space provided, meaning open
space requirement has been met.
10. UDO Article 6, Subdivision Design and Improvements.
a. Sidewalks are shown.
b. Block length meets our requirements.
c. Check for street connectivity requirements (links and nodes). There are 13 links and
7 nodes, yielding a ratio of 1.85 which meets the requirements.
11. UDO Article 9, Flood Damage Prevention
McQuillan Pines – Major Subdivision – TRC Review
Page | 5
a. Per the New Hanover County Flood Hazard map, no part of the property is in
floodplain.
NHC Fire Services, David Stone 910-798-7458
Compliance with the NC Fire Code
1. Roads with fire hydrants are required to be 26 feet exclusive of curbs. Submitted plans show
24-foot roads.
2. No parking on fire department access roads needs to be placed in the HOA covenant or
signs installed along the roadway.
3. No gates or traffic calming devices unless approved through TRC.
NHC Soil & Water Conservation, Reviewer 910-798-7138
General comments about existing soil conditions of the site:
1. Comments are attached
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Please resubmit for permit revisions to County stormwater permit STMW-23-0039 and land
disturbance permit LNDP-23-00041. 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 high
density permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site Plan reflects connection to public water and sewer. Home at 6900 Carolina Beach Rd.
has an existing septic system and well on the property. Any septic tank must be properly
abandoned by Pumping, Crushing and Filling. Well Heads must be located, identified,
protected and properly abandoned by a Certified Well Driller. Proposed infrastructure does
not violate setbacks on any surrounding properties septic systems or wells.
McQuillan Pines – Major Subdivision – TRC Review
Page | 6
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Each building and unit will need its own individual address.
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. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When
ready to submit plan review package, upload all documents to
https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103.
3. Per engineer, water will be provided by NC Aqua; CFPUA sewer would require a mainline
extension.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. 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.
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1.
WMPO, Caitlin Cerza 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. Comments are attached
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. No comments
McQuillan Pines – Major Subdivision – TRC Review
Page | 7
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
******** See Note Above New Hanover County Sustainability Manager
******** See Note Above New Hanover County Soil & Water Conservation
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Natural
Resources
Conservation
Service
August 22, 2025
Custom Soil Resource Report
Soil Map (6900 Carolina Beach Rd (Ly, Wa))
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232450 232490 232530 232570 232610 232650 232690 232730 232770 232810
232450 232490 232530 232570 232610 232650 232690 232730 232770 232810
34° 5' 10'' N
77
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34° 5' 10'' N
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34° 5' 2'' N
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34° 5' 2'' N
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N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 50 100 200 300Feet
0 25 50 100 150Meters
Map Scale: 1:1,800 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina
Survey Area Data: Version 26, Sep 9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
Map Unit Legend (6900 Carolina Beach Rd
(Ly, Wa))
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Ly Lynn Haven fine sand 4.7 61.7%
Wa Wakulla sand, 1 to 8 percent
slopes
2.9 38.3%
Totals for Area of Interest 7.6 100.0%
Custom Soil Resource Report
To: New Hanover County Planning Department
From: Dru Harrison, New Hanover County Soil & Water Conservation District Director
Date: 8/22/2025
RE: 6900 Carolina Beach Rd
I have reviewed this plan as requested and have these Comments: The Soils are
predominantly Lynn Haven fine sand (Ly) and Wakulla sand (Wa). According to USDA
Websoil Survey, “Wilmington/New Hanover Classification of soils for Septic Tank
Suitability”, Wakulla is a Cass I Soil and Lynn Haven is Class III soil.
The Soil Survey of New Hanover County lists Wakulla as somewhat excessively drained
and Lynn Haven as poorly drained.
Lynn Haven is on the New Hanover County Hydric Soils “A” list which means it is possibly
wetland areas and subject to regulation under the Clean Water Act.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the
NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean
Water Act. Before disturbing possible wetland areas, developers should contact these
agencies to stay in compliance with State and Federal regulations.
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: August 21, 2025
Subject: McQuillan Pines – 6900 Carolina Beach Road
________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the district office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway permit has been approved for this site.
• A revised driveway permit will be required.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
EDGE OF PAVEMENT
SS FM SS FM
DO NOT ENT
E
R
ONE WAY
Final Design
Not For
Construction
SS
F
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS
F
M
SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM
SS FM
DO N
O
T
E
N
T
E
R
ONE WAY Final Design
Not ForConstruction
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: August 15, 2025
Subject: McQuillan Pines Townhomes
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
Multifamily Housing Low
Rise (215) 85 Dwelling
Units 612 39 47