HomeMy WebLinkAbout5-6-26 TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
May 6, 2026
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, May 6, 2026
at 2:00 p.m. to discuss the below item.
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 May 6, 2026 TRC meeting by calling 336-218-2051 and
entering conference ID: 304 918 702#
2
Agenda Items
Item 1: Middle Sound West Village Square – Commercial Site Plan – SITECN-26-000018
• Request for 29,250 sq ft of additional commercial space in the Middle Sound West
commercial development.
• The site is 9.67 acres, with 3.9 proposed for disturbance, and is zoned B-2.
• It is addressed at 7241 Market St
• The case planner is Katherine May (kmay@nhcgov.com)
Item 2: Blue Bay Single Family – Major Residential Site Plan – SUBPP-26-0003
• Request for 172 single-family homes on 48.2 acres, in a performance residential
subdivision.
• This site is zoned (CZD) RMF-L, rezoned under case Z23-12.
• It is addressed at 5735 Blue Clay Rd
• The case planner is Katherine May (kmay@nhcgov.com)
Item 3: Everette Bluffs – Major Residential Site Plan – SUBPP-26-0002
• Request for 53 single-family homes on 32.86 acres
• This site is zoned R-15, residential
• It is addressed at 6358 Myrtle Grove Rd
• The case planner is Zach Dickerson (zdickerson@nhcgov.com)
Item 4: Sketch Plan Review – 8086 Market St – Bank
• Request for a sketch plan review of a proposed financial institution at 8086 Market St
7241 Market Street – Middle Sound West Village – TRC Review
Page | 1
To: Robert J. Hollis
Brad Schuler
From: Katherine May, Development Review Planner
Date: May 6, 2026 Technical Review Committee (TRC)
PID#: R04400-001-006-000
Egov# SITECN-26-000017
Subject: 7241 Market Street – Middle Sound West Village - 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.
7241 Market Street – Middle Sound West Village – TRC Review
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The following comments have been received for the May 6, 2026, TRC meeting. Additional comments
may be made upon further review of subsequent revisions.
Planning, Katherine May 910-798-7443
Compliance with local UDO requirements
1. General Comments
a. Zoning district is B-2
b. As stated in the application the intended use is Restaurant, Offices for Private
Businesses and Professional Activities, and General Retail. The Unified Development
Ordinance (UDO) defines the use as
i. Restaurant: Establishments where food and beverages are prepared and sold
on a retail basis for consumption on or off premises as its principal business.
ii. Offices for Private Businesses 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.
iii. 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.
7241 Market Street – Middle Sound West Village – TRC Review
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d. General comment about the plazas. It looks like the sidewalks and plazas are
interconnected except for this one. Is there a reason for that?
2. UDO Section 5.1, Parking and Loading
a. The calculations shown on the plan for the minimum parking requirement are correct.
i. Offices for Private Business and Professional Activities: 2.5/1,000
ii. Retail Sales, General: 2.5/1,000
iii. Restaurant: 6/1,000 sf of seating area
iv. Sq Ft: 5,850 x 5 = 29,250 / 1,000 = 29.25 * 6 = 175
b. Calculations for RV parking is missing.
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. Site was included in the approval tree removal permit for Middle Sound West. (TR-22-
000057)
7241 Market Street – Middle Sound West Village – TRC Review
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b. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the Tree
Removal Permit is issued may result in enforcement action under Section 5.3.2 of the
Unified Development Ordinance to include prohibiting any development of the site for
3 to 5 years.
5. UDO Section 5.4, Landscaping and Buffering
a. Calculations for foundation plantings and parking lot landscaping are included on the
plan, however street yard is missing. Will you be treating this as an internal drive aisle?
b. Required street yard for B-2:
a. 25 square feet for every linear foot of street yard frontage
b. Minimum street yard width: 12.5 feet
c. Maximum street yard width: 37.5 feet
c. For every 600 square feet of street yard area on average, the following landscaping
shall be provided:
a. One canopy/shade tree or if overhead power lines are located above the
street yard, three (3) understory trees; and
b. Six shrubs, 12 inches in height at time of planting.
d. A buffer between the development and adjacent neighboring development is not
needed.
e. Please submit the landscaping plan as soon as possible.
f. All planting materials must comply with the approved planting materials listed in the
New Hanover County Tree & Landscaping Manual. The species and size must be listed
in the final landscape plan indicating compliance with the manual. Or evidence the
proposed plant species are acceptable from the county Agricultural Extension office.
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. Will there be any freestanding signs? If so, they will need to be added to the plan.
7241 Market Street – Middle Sound West Village – TRC Review
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b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use. Any approvals granted by the TRC for the site design is not an approval
for the ultimate size or placement of the sign.
8. UDO Section 5.7, Conservation Resources
a. There are no conservation resources present on this parcel.
9. UDO Article 9, Flood Damage Prevention
a. Property is not in a floodplain.
NHC Fire Services, David Stone 910-798-7458
Compliance with NC Fire Code
1. No comments.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. Please contact the State for their stormwater permit requirements. It is anticipated a minor
modification will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. The site plan reflects connection to public water and sewer. No septic systems or wells will
be affected by the development or infrastructure.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
7241 Market Street – Middle Sound West Village – TRC Review
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1. The internal street requires a name, please submit street name proposals for review prior to
TRC approval.
2. Each building 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 and sewer available via mainline extensions being done by the Wawa project.
4. Public water and private sewer.
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 attached comments.
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. See attached comments.
Army Corps of Engineers, Brad Shaver 910-251-4611
Information or Requirements if wetlands are impacted
1. No comments.
7241 Market Street – Middle Sound West Village – TRC Review
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Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: April 23, 2026
TO: New Hanover County Technical Review Committee SUBJECT: Middle Sound West Village Square – 7241 Market Street
________________________________________________________________________
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:
The proposed expansion for Village Square within Middle Sound West can be
incorporated into the active driveway permit being reviewed for the right turn lane on
Market Street, the approved plans will need to be submitted.
• Permit # D033-065-26-00001.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
NCDOT STIP Projects:
• This development is located within STIP U-4902D.
Required Roadway Improvements:
• Per the approved TIA roadway improvements are required and are currently being
reviewed.
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENTOF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY, PLANNING & ENGINEERING
ATTN: PLANNING STAFFPH: 910-798-7151
ATTN: JIM IANNUCCI, ENGINEERINGPH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKAPH: 910-251-2810
AT&T/BELL SOUTH
ATTN: STEVE DAYVAULT (BUILDING ENGINEERING)PH: 910-341-0741
ATTN: JAMES BATSON, ENGINEERINGPH: 910-341-1621
TIME WARNER CABLE
PH: 910-763-4638
APRIL 2026
OWNER-DEVELOPER:
MIDDLE SOUND WEST
FRONT 7241 MARKET STREET LLC
323 MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
NEW HANOVER COUNTY, NORTH CAROLINA
MAJOR SITE PLAN
7241 MARKET STREET
PREPARED BY:
PROJECT # 26133.PE
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122 Cinema Drive Wilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
MIDDLE SOUND WEST
PROJECT CONSULTANTS
APRIL 2026
PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVE
ENGINEER:
WILMINGTON, NORTH CAROLINA 28403ATTN: DAN FISK, PEPHONE: (910) 791-6707
SHEET INDEX
SHEET NUMBER SHEET TITLE
COVER SHEET
Know what'sbelow.before you dig.Call
R
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCEPH: 910-322-6550
DUKE ENERGYDISTRIBUTION CONSTRUCTION SERVICE
DEP CSC PH: 1-800-452-2777
TRANSMISSION AGENTBILL WILDER
PH: 910-772-4903
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
SURVEYOR:
PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVEWILMINGTON, NORTH CAROLINA 28403ATTN: TIM CLINKSCALES, PE PLSPHONE: (910) 791-6707
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C-2.0 SITE PLAN
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VICINITY MAP
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OWNER: WILMINGTON MARKET ST WW LLCPARCEL ID: R04400-001-010-000ZONING: B-2LAND USE: COMMERCIALDB 6749 PG 1096
OWNER: WILMINGTON MARKET ST WW LLCPARCEL ID: R04400-001-009-000ZONING: B-2LAND USE: COMMERCIALDB 6749 PG 1096
OWNER: WILMINGTON MARKET ST WW LLCPARCEL ID: R04400-001-008-000ZONING: B-2LAND USE: COMMERCIALDB 6749 PG 1096
OWNER: WILMINGTON MARKET ST WW LLCPARCEL ID: R04400-001-007-000ZONING: B-2LAND USE: COMMERCIALDB 6749 PG 1096
OWNER: NEW HANOVER COUNTYPARCEL ID: R04400-001-010-000ZONING: B-2LAND USE: COUNTY FIRE STATIONDB 5934 PG 2746
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SITE
EXISTING SITE DATAPROJECT ADDRESS: 7241 MARKET ST.PARCEL ID: R04400-001-006-000TOTAL PARCEL AREA: ± 9.67 AC OR 421,225 SFDEVELOPMENT AREA: ± 3.98 AC OR 173,494 SFZONING DISTRICT: B-2OWNER INFORMATION: FRONT 7241 MARKET STREET LLC332 MILITARY CUTOFF ROADWILMINGTON, NC 28405FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANEL 3720315900J, DATED APRIL 3, 2006.
DEVELOPMENT DATA
COMMERCIAL SF 29,250 SF TOTALOFFICE/ RETAIL/RESTAURANTOUTDOOR PLAZA / SEATING AREA 6,000 SF
BUILDING HEIGHT 1 STORY / 20'
TOTAL BUILDING AREA (FOOTPRINT): 29,250 SFBUILDING LOT COVERAGE: 6.9% (29,250 / 421,255)DISTURBED AREA: ±3.9 AC
DIMENSIONAL STANDARDS B-2FRONT SETBACK: 25'SIDE SETBACK, STREET: 25'SIDE SETBACK, INTERIOR: N/A (B-2 ZONING)REAR SETBACK: N/A (B-2 ZONING)MAX BUILDING HEIGHT: 3 STORIES OR 50'
PARKING STANDARDSPARKING (NHC REQUIRED)OFFICE 2.5 / 1,000 SFRETAIL 2.5 / 1000 SFRESTAURANT 6 / 1,000 SF SEATING AREA
PARKING (PROVIDED) 176 SPACES
(6.0 PER 1,000 SF OF BUILDING AREA)
(5.0 PER 1,000 SF INCLUDING PLAZA AREAS)
IMPERVIOUS DATAPROPOSED IMPERVIOUS AREA
BUILDINGS: 29,250 SF
SIDEWALKS / PATIOS: 21,961 SF
PAVEMENT / CURBING:67,412SF
TOTAL: 118,623 SF
GENERAL NOTES1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITHSECTION 5.6 OF THE UDO.2. NO CONSERVATION AREAS EXIST ON THE SITE.3. NO WETLANDS EXIST ON THE SITE.
WASTE DISPOSALWASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THISLOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENTSHALL BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY.
UTILITY INFORMATIONCONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITHCFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTINGEXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
LANDSCAPE CALCULATIONSINTERIOR PARKING AREAREQUIRED: 5,393 SF = (67,412 SF X 8%)PROVIDED: 5,572 SF
FOUNDATION PLANTINGS:REQUIRED: BLDG FRONT: 288 SF = (120' X 20') = 2,400 X 12%BLDG SIDE: 120 SF = (50' X 20') = 1,000 X 12%
PROVIDED: FRONT: ±501 SF MIN
SIDE: 150 SF MIN
TREE REMOVALSUBJECT SITE INCLUDED IN THE TREE REMOVAL PERMIT ISSUED FOR MIDDLE SOUNDWEST (TR-22-000057).
FUTURE DEVELOPMENT
±1.21 AC
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALE
PROPOSED DUMPSTER(TRASH & RECYCLING) WITHENCLOSURE SCREENING, TYP.
6.5' SIDEWALKS ALONGPARKING SPACES
PROPERTYBOUNDARY
5' SIDEWALK
142312
10 14 11
3
10
12
613
12
16
13
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FUTURE DRIVEWAY TOMIDDLE SOUND WESTCOMMERCIAL
PROPERTY BOUNDARY
ADJACENT PROPERTYBOUNDARY
CONTOUR LINE
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
LEGEND
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PROPOSED FIREHYDRANT, TYP.
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 14, 2026
Subject: Middle Sound West Village Square
Comments:
• Please confirm the Land Use Codes and provide an accurate trip generation table.
NCDOT Projects:
• U-4902D US 17 BUS (Market Street) – access management improvements from SR
1403 (Middle Sound Loop Road) to SR 2290 (Mendenhall Drive). This project is in
direct/close proximity to the proposed site location and is currently under construction.
WMPO 2050 MTP Projects:
• U-4902D is also in the 2050 MTP.
New Hanover County Projects:
• N/A
TIA: Please confirm and provide accurate Land Use Codes for the proposed plans for Middle
Sound West Village Square. Additionally, please provide a trip generation table for the WMPO to
ensure the project remains consistent with the Lendire Commercial Mixed-Use development.
Blue Bay – Major Subdivision – TRC Review
Page | 1
To: Elizabeth Shelton, elshelton@drhorton.com
From: Katherine May, Development Review Planner
Date: May 6, 2026 TRC Review
PID#: R01100-008-010-000
Egov# SUBPP-26-0003
Subject: Blue Bay - 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.
Blue Bay – Major Subdivision – TRC Review
Page | 2
The following comments have been received for the May 6, 2026, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Katherine May 910-798-7443
Compliance with local zoning requirements
1. General Comments
a. Zoned as (CZD) RMF-L and is proposed to be single family.
b. Project is proposed as a performance residential subdivision.
i. Density for Performance Residential: RMF-L allows a density of 10 units per
acre.
ii. The Z23-12 rezoning proposed 243 units for the multi-family apartments to
the North and 278 units for the development to the South.
iii. The project is using the new parcel boundaries with a total acreage of 48.20
1. Total site acreage = 48.20 acres – 2.11 acres of class IV soils = 46.09
2. Zoning District allows maximum 10 dwelling units per acre under
performance residential subdivision.
3. Maximum allowed density: 460 units
a. Developable site acreage (46.09) * zoning density (10) =
maximum density of 460 units.
4. Proposed density: 3.73 dwelling units per acre
5. Proposed lots for this development: 172
c. The project is associated with rezoning case Z23-12. Conditions:
i. The applicant provide bicycle and pedestrian connectivity between the multi-
family
ii. No structure on the parcel shall exceed 45’ in height and a maximum of 3
stories.
iii. A declaration statement shall be recorded in the property’s chain of title, at the
New Hanover County Registry, stating the property is in proximity to existing
and future commercial and industrial activities that may result in noise,
vibration, and heavy vehicle traffic on area roadways, which activities may occur
any time during the day or night. Such declaration shall also be provided with all
future leases.
Blue Bay – Major Subdivision – TRC Review
Page | 3
d. This site was originally approved for 263 townhomes on June 9, 2025. Since then, the
applicant requested a change to single-family homes. This change was okay’d by staff on
March 30, 2026.
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. For single family residential, 2 parking spaces per dwelling unit is required.
b. The project meets the minimum requirement. An additional 38 spaces and 4 ADA
spaces are included throughout the development.
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 TR-24-000044 issued on 7/5/2025 is expired as it has been over
6 months. Please submit a new tree removal permit with the update plan.
b. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the
Tree Removal Permit is issued may result in enforcement action under Section 5.3.2
of the Unified Development Ordinance to include prohibiting any development of
the site for 3 to 5 years.
5. UDO Section 5.4, Landscaping and Buffering
a. Street yard is required in RMF-L districts. It was also shown on the approved concept
plan for Z23-12.
i. 18 square feet for every linear foot of street yard frontage
1. Minimum street yard width: 9 feet
2. Maximum street yard width: 27 feet
ii. For every 600 square feet of street yard area on average, the following
landscaping shall be provided:
Blue Bay – Major Subdivision – TRC Review
Page | 4
1. One canopy/shade tree or if overhead power lines are located above
the street yard, three (3) understory trees; and
2. Six shrubs, 12 inches in height at time of planting.
b. Amenity areas will be considered under a separate commercial TRC submittal and
will require additional landscaping.
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. Are any entrance signs or monuments proposed for the development?
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the
primary building or use.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource Overlay map, there is pocosin
present on the site. However, there are no Class IV soils on the site, so the
Conservation Resource Standards do not apply on this site.
9. UDO Section 5.8, Open Space Requirements
a. Required open space is 20% (9.64 acres). Provided open space is 17.79 acres,
meeting our requirements.
10. UDO Article 6, Subdivision Design and Improvements.
a. Sidewalks are shown on one side of the street.
b. All block lengths meet minimum standards.
c. For street connectivity: 18 links / 11 nodes = 1.6 ratio. This meets our street
connectivity requirement.
d. Is it possible to add another mailbox to the northside of the development? Some
residents will have to walk over a half mile round trip for their mail.
11. UDO Article 9, Flood Damage Prevention
Blue Bay – Major Subdivision – TRC Review
Page | 5
a. The property is not in a floodplain.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with the NC Fire Code
1. County Fire good with changes
2. Fire finals required
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Please submit for permit revisions to County stormwater permit STMW-24-0030 and land
disturbance permit LNDP-24-00083. 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.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to CFPUA water and sewer. The proposed infrastructure does
not violate setbacks to any surrounding properties well or septic systems. Proposed Amenity
Center and Swimming pool will need plans submitted to NHC Environmental Health for
approval prior to building permit issuance of this portion of the project.
2. Site plan reflects connection to CFPUA water and sewer. The 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. "Blue Bay Road" is not approved for use. All other proposed street names are approved.
Blue Bay – Major Subdivision – TRC Review
Page | 6
2. Please note that "Harbor Mist Lane" and "Sandy Shores Place" function as one continuous street
and will need to be assigned a single street name.
3. Please note that "Blue Lagoon Run" and "Cove Landing Lane" function as one continuous street
and will need to be assigned a single street name.
4. 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 via mainline extension.
4. Project will include a new pump station.
5. CFPUA Plan Review has been completed. Any TRC Comment changes that affect the utilities
will need to be re-reviewed by CFPUA.
6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
7. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
8. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See attached comments.
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. See attached comments.
Blue Bay – Major Subdivision – TRC Review
Page | 7
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. We have issued a nationwide verification for this site you may want to inquire to make sure
the most recent plan you have matches our action.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
New Hanover County Soil & Water Conservation
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: April 23, 2026
TO: New Hanover County Technical Review Committee SUBJECT: Blue Bay – 5735 Blue Clay 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 DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Required Roadway Improvements:
Per the approved TIA (included) onsite and offsite roadway improvements are required.
Site Plan Comments:
Driveway Plan Requirements:
• Provide comprehensive survey within the existing R/W on both sides of the road
for a distance of 500’ in all directions from the development’s property lines.
Provide additional hydraulic survey data to the nearest storm water inlet/outlet
including ditch lines and storm water pipes, if located outside of the 500' distance.
• Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of
travel way for required shoulder width distance (6’ minimum).
• Show grades at the centerline, edge of pavement, and within the proposed
driveway.
• Show the driveway profile with the proposed storm drainpipe.
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
o Select the appropriate type of drainage pipe for the amount of available
coverage.
• Pipe Cover Minimums (measured from top of pipe to subgrade):
o High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP):
12” | Reinforced Concrete (RCP): 12”.
• Pipe End Treatment: use parallel pipe end sections.
o NCDOT Standards 310.02.
• All sizes, types, and invert elevations of existing/proposed pipes and drainage
structures must be shown.
o Provide spot elevations along frontage of driveway (at EOP and
centerline).
o Provide grades and spot elevations for existing and proposed ditches.
o Show how drainage will be accommodated along property frontage.
• Hydraulic calculations and associated plan sheets will need to be submitted for the
site.
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Roadway Improvements:
• Full width typical sections must be shown (paved shoulders to match the typical
section of the adjacent roadway).
• Pavement overlay is required if modification of existing pavement markings
and/or lanes is necessary
o The grinding of pavement markings will not be allowed.
• All taper lengths and deceleration lengths should be appropriately designed for the
given design speed.
• All turn lanes should be designed according to the Driveway Manual and
Roadway Standard Drawings.
• Provide a typical section for the proposed improvements within the right of way
o Travel lanes, paved/earth shoulders, and ditch sections (fore slope and
back slope).
• Ditch Slopes: front and back slopes should be a minimum 3:1 or flatter.
Right of Way and/or Easement Dedication:
• Additional right of way and/or easements may be necessary to construct all the
required roadway improvements.
• Any right of way or easements needed for the required roadway improvements
will need to be dedicated prior to the issuance of the driveway permit and/or
encroachment agreement.
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.
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
• 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.
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PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER:
RESIDENTIAL
BLUE BAY
JOHN WALL, PEPHONE: 910-746-1174WILMINGTON, NC 28403430 EASTWOOD ROADTIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
D.R. HORTON6752 PARKER FARM DRIVE, SUITE 210
5735 BLUE CLAY RD
WILMINGTON, NC 28403GRAYSON MORGAN
TECHNICAL REVIEW COMMITTEE SUBMITTAL
NEW HANOVER COUNTY, NORTH CAROLINA
48.20 AC. (FOLLOWING CONDITIONAL REZONING)
ZONING:RMF-L (PERFORMANCE RESIDENTIAL)
EXISTING USE: VACANT
BLUE BAY
GAMORGAN@DRHORTON.COMPHONE: 910-602-8215
1" = 1000'OWNER:ODP CH, LLC850 MORRISON DR SUITE 750CHARLESTON, SC 29403
PID: R01100-008-010-000
(CONDITIONALLY REZONED WITH CASENUMBER Z23-12 ON 8/7/2023)
CLASS IV SOILS:2.11 AC.
NET AREA:46.09± AC. (FOLLOWING CONDITIONAL REZONING)
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 ONSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C1.1 OFFSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 OVERALL SITE PLAN
C2.1 DETAILED SITE PLAN - SHEET 1 OF 3
C2.2 DETAILED SITE PLAN - SHEET 2 OF 3
C2.3 DETAILED SITE PLAN - SHEET 3 OF 3
C3.0 OVERALL UTILITY PLAN
C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 3
C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 3
C3.3 DETAILED UTILITY PLAN - SHEET 3 OF 3
C4.0 OVERALL GRADING PLAN
C4.1 DETAILED GRADING PLAN - SHEET 1 OF 3
C4.2 DETAILED GRADING PLAN - SHEET 2 OF 3
C4.3 DETAILED GRADING PLAN - SHEET 3 OF 3
C11.0 OVERALL LANDSCAPE PLAN
C11.1 DETAILED LANDSCAPE PLAN - SHEET 1 OF 3
C11.2 DETAILED LANDSCAPE PLAN - SHEET 2 OF 3
C11.3 DETAILED LANDSCAPE PLAN - SHEET 3 OF 3
C11.4 LANDSCAPE NOTES AND DETAILS
C12.0 SITE NOTES AND DETAILS
C12.1 SITE NOTES AND DETAILS
C12.2 UTILITY NOTES AND DETAILS
C12.3 UTILITY NOTES AND DETAILS
C12.4 UTILITY NOTES AND DETAILS
C12.5 UTILITY NOTES AND DETAILS
C12.6 STORM SEWER NOTES AND DETAILS
C12.7 STORM SEWER NOTES AND DETAILS
C12.8 STORM SEWER NOTES AND DETAILS
C12.9 STORM SEWER NOTES AND DETAILS
C12.10 STORM SEWER NOTES AND DETAILS
C12.11 NCDOT NOTES AND DETAILS
C12.12 NCDOT NOTES AND DETAILS
C12.13 NCDOT NOTES AND DETAILS
C12.14 NCDOT NOTES AND DETAILS
C13.7 OFFSITE ROADWAY IMPROVEMENT LAYOUT
172 SINGLE-FAMILY DETACHED HOMES
TYPE OF WORK:
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SCM 2
SCM 3
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SCM 4
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63677
331
J. WALL
331
FOR
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4/1/2026
1" = 100'
NA
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3
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SCALE 1"=100'
200'100'
LEGEND
PROPERTY LINEPROPOSED RIGHT OF WAYPROPOSED LOT LINE
UTILITY EASEMENTSIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
DEVELOPER:
ENGINEER:TIMMONS GROUPJOHN WALL, PE430 EASTWOOD ROADWILMINGTON, NC 28403PHONE: 910-746-1174
SITE DATA
TOTAL GROSS ACREAGE OF PARCEL = 48.20 ACRES
ZONING =
LAND USE = SINGLE-FAMILY RESIDENTIAL
EMAIL: JOHN.WALL@TIMMONS.COM
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED ON BLUE BAYROAD AND BLUE SHORES DRIVE. KIOSK LOCATIONSHALL BE APPROVED BY USPS PRIOR TO SUBDIVISIONAPPROVAL. IF TEMPORARY LOCATIONS ARE REQUIRED,APPROVAL OF LOCATIONS SHALL BE RECEIVED FROMUSPS. MAIL KIOSK WILL HAVE MARKED CROSSWALKWITH ADA COMPLIANT RAMPS AND PARKING SPACES.
FRONT YARD = 20'
SIDE YARD = 5'
REAR YARD = 15'
SETBACKS TABLETYPICAL BUILDING AND LOT SIZE
TYPICAL LOTS: 42' x 120'
NOTE: THE SMALLEST LOT IN THESUBDIVISION IS 5,000 SFAVERAGE LOT AREA: 5,389 SF
CONDITIONS FROM BOARD OF COMMISIONERS CASE: Z23-12 WHICH APPROVEDREZONING FROM I-1 TO RMF-L:1. THE APPLICANT PROVIDE BICYCLE AND PEDESTRIAN CONNECTIVITYBETWEEN THE MULTI-FAMILY PHASE DEVELOPMENT AND THESINGLE-FAMILY PHASED DEVELOPMENT.2. NO STRUCTURE ON THE PARCEL SHALL EXCEED 45' IN HEIGHT AND AMAXIMUM OF 3 STORIES.3. A DECLARATION STATEMENT SHALL BE RECORDED IN THE PROPERTY'SCHAIN OF TITLE, AT THE NEW HANOVER COUNTY REGISTRY, STATING THEPROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL ANDINDUSTRIAL ACTIVITIES THAT MAY RESULT IN NOISE, VIBRATION, ANDHEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAYOCCUR ANY TIME DURING THE DAY OR NIGHT. SUCH DECLARATION SHALLALSO BE PROVIDED WITH ALL FUTURE LEASES.
SIDE YARD ABUTTING STREET = 10'
D.R. HORTON6752 PARKER FARM DRIVE, SUITE 210WILMINGTON, NC 28403GRAYSON MORGAN
GAMORGAN@DRHORTON.COMPHONE: 910-602-8215
TOTAL NET ACREAGE OF PARCEL = 46.09 ACRES
BUILDING HEIGHT: 28.5'±
CLASS IV SOILS ACREAGE ON PARCEL = 2.11 ACRES
(CONDITIONALLY REZONED WITH CASENUMBER Z23-12 ON 8/7/2023)
PROPOSED NUMBER OF LOTS = 172
PROVIDED OPEN SPACE AREA = 17.79 AC (36.93%)
PROPOSED DENSITY = 3.73 du/a
MAXIMUM ALLOWED DENSITY = 10.0 du/a
REQUIRED OPEN SPACE AREA = 9.64 AC (20.00%)
1/4"/FT.
5' 22'
50' PRIVATE RIGHT OF WAY
PAVEMENT
LC
2'
1/4"/FT.SLOPE 3:1 MAX SLOPE 3:1 MAX
TYPICAL CROSS SECTION FOR 50' R/W
11'TRAVEL LANE
6'
SID
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WA
L
K
2' VALLEY GUTTER
2' VALLEY GUTTER
PRIMECOAT
NOT TO SCALE
1'
1/4"/FT.
2'
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11'TRAVEL LANE
12
24" COMPACTED SUBGRADE TO 98% DRY DENSITY, AASHTO T-180
PAVEMENT SECTION NOTE: PROPOSED ASPHALT SECTION BASED ONGEOTECHNICAL REPORT/RECOMMENDATIONS BY ECS SOUTHEAST, LLPDATED 5/11/2023.
ASPHALT TOP LIFT:1.0" TYPE S9.5B @ 110 LBS/SY/IN
ASPHALT BOTTOM LIFT: 1.5" TYPE S9.5B @ 110 LBS/SY/INBASE: 8" AGGREGATE BASE COURSE (ABC)PER 520 NCDOT STANDARD SPEC.
GENERAL SITE NOTES
1. COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINEDPRIOR TO ANY CONSTRUCTION OF IMPERVIOUS SURFACE. NONATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBEDBEFORE OBTAINING THE PERMITS.2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCEWITH NEW HANOVER COUNTY AND NCDOT STANDARDS ANDSPECIFICATIONS.3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTINGUTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGERESULTING FROM THEIR ACTIVITIES. CALL UTILITY LOCATORSERVICE BEFORE DIGGING.4. ALL UTILITIES SHALL BE UNDERGROUND.5. EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITYAUTHORITY (CFPUA).6. NEW HANOVER COUNTY EROSION CONTROL PERMIT AND NCDEQEROSION CONTROL PERMIT WILL BE REQUIRED, AND ALLEROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.7. CONSTRUCTION DRAWINGS MUST BE FULLY APPROVED PRIOR TOCONSTRUCTION.8. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANYSIGNAGE.9. STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTYPRIOR TO FINAL PLAT.10. ALL STREETS ARE PROPOSED TO BE PRIVATE (BUILT TO NEWHANOVER COUNTY STANDARDS/NCDOT PAVEMENT ANDSUBGRADE STANDARDS) AND ARE NOT ELIGIBLE TO BE ADDED TOTHE STATE HIGHWAY SYSTEM FOR MAINTENANCE PER GENERALSTATUTE 136-102.6.11. EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKINGSPACES PER LOT OUTSIDE OF THE R/W.12. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THESALE OF THE LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPONPURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERSASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH INTHE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE.13. THE HOME OWNERS ASSOCIATION (HOA) WILL BE RESPONSIBLEFOR THE MAINTENANCE OF THE STREETS, STORMWATERSYSTEMS AND OPEN SPACE AREAS.14. THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTERCOVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDSAND NOTING THAT THOSE AREAS MAY NOT BE FILLED,DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLYPERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT ANDNATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OFENGINEERS.15. ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5OF THE NEW HANOVER COUNTY UDO.16. COUNTY AND/OR STATE STORMWATER PERMITS MUST BEOBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURALDRAINAGE AREAS SHALL BE CUT OFF OR DISTURBED BEFOREOBTAINING PERMITS.17. PROJECT TO BE BUILT TO CFPUA STANDARDS FOR WATER ANDSEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BYCFPUA.18. ONLY NEW HANOVER COUNTY APPROVED MATERIALS ARE TO BEUSED WITHIN THE RIGHT OF WAY.19. A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FORANY WORK WITHIN THE WETLANDS WHERE APPLICABLE, PRIORTO THE START OF ANY WORK.20. A 5' SIDEWALK IS PROPOSED ON ONE SIDE OF THE ROAD.21. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERINGPLANS ARE FOR REFERENCE PURPOSES ONLY, CONTRACTORSHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOREXACT BUILDING DIMENSIONS.22. ALL SIDEWALKS AND HANDICAP ACCESS RAMPS SHALL MEET ADAREQUIREMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADAREQUIREMENTS PRIOR TO CONSTRUCTION.23. ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUMLONGITUDINAL SLOPE AND A 2.0% MAXIMUM CROSS SLOPE(EXCLUDING RAMPS).24. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOPSIGNS, DIRECTIONAL SIGNS AND STRIPING SHOWN ON THEPLANS.25. CONTRACTOR TO CONTACT THE DESIGN PROFESSIONAL FORENTRANCE CLARIFICATIONS, CONSTRUCTION ANOMALIES ANDINSTALLATION QUESTIONS.26. ALL DIMENSIONS ARE FROM THE FACE OF CURB,UNLESS NOTEDOTHERWISE.27. NCDOT STANDARD DETAILS, AS REFERENCED, TO BECONSTRUCTED WITH THE 2024 ROADWAY STANDARD DRAWINGS.
PROPOSED BUILT-UPON AREA = 16.78 AC (34.81%)EXISTING BUILT-UPON AREA = 0 AC (0.00%)
PROPOSED PARKING
172 UNITS X 2 SPACES/UNIT = 344 SPACES
+ 38 STREET SPACES + 4 ADA SPACES
= 386 SPACES PROPOSED TOTAL
NOTE: SITE LIGHTING SHOWN ISCONCEPTUAL COORDINATE WITH DUKEENERGY FOR EXACT LOCATIONS ANDDETAILS.
TYPICAL BUILDING PAD: 30' x 60'NOTE: BUILDING PADS FOR LOTS 27, 28, 84, AND85 SHALL BE LIMITED TO 30' x 50'
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
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 13, 2026
Subject: Blue Bay Residential
NCDOT Projects:
• N/A
WMPO 2045 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: A TIA for Blue Bay Residential was approved by the WMPO on October 15, 2024. All
improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza, the
WMPO’s Transportation Planning Engineer at Caitlin.Cerza@wilmingtonnc.gov, if any questions
arise related to the TIA. The TIA approval with conditions letter will be attached to these
comments.
April 12, 2023 Revised October 15, 2024
Morgan Rosamond, P.E.
Kimley Horn Associates
421 Fayetteville Street, Suite 600
Raleigh, NC 27601
RE: Revised Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Blue
Tank Residential development (formerly Castle Hayne Residential development) located in New Hanover
County, NC.
Dear Ms. Rosamond:
The WMPO, NCDOT and New Hanover County staffs have reviewed the Blue Clay Residential TIA (sealed February 16, 2023) and the Blue Tank Development Phasing of Improvements Memorandum (sealed September 17, 2024). Based on the updated information provided in the aforementioned phasing memorandum and additional conversations held to date, it is our understanding that the proposed development will be built in two phases with a build out year for both phases of 2026, consisting of: Phase 1A (2026):
o 263 DU: Single Family Attached Homes (LUC 215) Phase 1B (2026):
o 263 DU: Single Family Attached Homes (LUC 215) Full Build (2026):
o 263 DU: Single Family Attached Housing (LUC 215)
o 240 DU: Mid-Rise Multifamily Housing (LUC 221)
o ITE Land Use Code 210 – Single Family detached housing 57 DU
o ITE Land Use Code 215 – Single Family attached housing (duplexes) 231 DU
o ITE Land Use Code 221 – Multi-family (mid-rise) housing 240 DU
Based upon the review of the analysis provided, the following improvements are required of this development:
Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis
Page 2 of 5
I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) Phase 1A
• No improvements are required. Phase 1B
• No improvements are required. Full Build
• Signalize the intersection.
• Signalize the intersection. I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) Phase 1A
• Option 1 (Recommended)
Signalize the intersection and provide necessary coordination.
• Option 2
Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. Phase 1B
• No further improvements are required. Full Build
• No further improvements are required. Option 1 (Recommended) Signalize the intersection and provide necessary coordination. Option 2 Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. SR 1002 (Holly Shelter Road) and SR 2181 (Blue Clay Road) (Stop-controlled intersection) Phase 1A
• Construct an exclusive northbound right turn lane with 125 feet of full width storage and appropriate deceleration and taper lengths. Phase 1B
Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis
Page 3 of 5
• No improvements are required. Full Build
• Construct an exclusive eastbound right turn lane with 100 feet of full width storage and appropriate storage.
Signalize the intersection
• Construct an eastbound right turn lane on SR 1002 (Holly Shelter Road) with 100 feet of storage, appropriate deceleration and taper.
• Construct an exclusive northbound right turn lane on SR 2181 (Blue Clay Road) with 100 feet of storage, appropriate deceleration and taper. SR 2181 (Dairy Farm Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) Phase 1A
• No improvements are required. Phase 1B
• No improvements are required. Full Build
• No improvements are required.
• No improvements are required. SR 1002 (Holly Shelter Road) and Site Access 1 (Proposed stop-controlled intersection) Phase 1A
• No improvements are required.
Phase 1B
• Construct the northbound approach with one (1) ingress lane and (1) egress lane.
• Provide stop control for the northbound approach.
• Provide an internal protected stem of 50 feet, measured from the right-of-way.
• Construct an eastbound right turn taper of 200 feet.
Full Build
• No further improvements are required.
• Construct an eastbound right turn taper of 200 feet on SR 1002 (Holly Shelter Road).
Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis
Page 4 of 5
• Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way and with one ingress lane and one egress lane.
• Provide stop controls for northbound approach. SR 2181 (Blue Clay Road) and Concrete Plant Driveway/Site Access 2 (Stop-controlled intersection) Phase 1A
• No improvements are required. Phase 1B
• Construct the eastbound approach with one (1) ingress lane and one (1) egress lane.
• Provide stop control for the eastbound approach.
• Provide an internal protected stem of 75 feet, measured from the right-of-way. Full Build
• No further improvements are required.
• Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane.
• Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Kerry Drive/Site Access 3 (Stop-controlled intersection) Phase 1A
• Construct the eastbound approach with one (1) ingress lane and one (1) egress lane.
• Provide stop control for the eastbound approach.
• Provide an internal protected stem of 75 feet, measured from the right-of-way. Phase 1B
• No further improvements are required. Full Build
• No further improvements are required.
• Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the
right-of-way, and with one ingress lane and one egress lane.
• Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Site Access 4 (Proposed stop-controlled intersection) Phase 1A
• Construct the eastbound approach with one (1) ingress lane and one (1) egress lane.
• Provide stop control for the eastbound approach.
Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis
Page 5 of 5
• Provide an internal protected stem of 75 feet, measured from the right-of-way. Phase 1B
• No further improvements are required. Full Build
• No further improvements are required.
• Construct site access (eastbound approach) with an internal protected stem of 75 feet measured from the right-of-way, and with one ingress lane and one egress lane.
• Provide stop controls for eastbound approach.
If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Please feel free to contact me at (910) 341-7890 if you have any questions regarding this approval.
Sincerely,
Abby Lorenzo, MPA
Deputy Director
Wilmington Urban Area MPO
Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank Mike, Assistant District Engineer, NCDOT Michael Bass, Assistant District Engineer, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Madi Lee, Assistant Traffic Engineer, NCDOT Robert Farrell, Development Review Supervisor, New Hanover County Bill McDow, Associate Planner, WMPO
Everett Bluffs – Major Subdivision – TRC Review
Page | 1
To: Chris Baker, Storehouse Holdings, LLC, chris.baker0207@gmail.com
From: Zach Dickerson, Senior Planner
Date: May 6, 2026 TRC Review
PID#: R07900-003-035-002
Egov# SUBPP-26-0002
Subject: Everett Bluffs- 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.
Everett Bluffs – Major Subdivision – TRC Review
Page | 2
The following comments have been received for the May 6, 2026, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Zach Dickerson 910-798-7450
Compliance with local zoning requirements
1. General Comments
a. This site is zoned R-15, Residential. The proposed project is single-family dwellings.
b. This is a proposed performance residential subdivision.
i. Density for Performance Residential: R-15 allows a maximum of 2.5 dwelling
units per acre.
ii. The New Hanover County Conservation Resource map notes pocosin
wetlands on the site. However, there are no Class IV soils on the site, thus
pocosin conservation resource standards do not apply.
iii. However, the applicant has noted on the site plan 404 regulated wetlands on
the site and the existence of Everett’s Creek which wraps around the site,
including the on-site pond. The applicant has calculated the total area of the
wetlands, creek, and pond at 10.5 acres total, and has subtracted that from
the total acreage of the site. They are not setting this aside for conservation,
but with the exception of lots 19, 20, and 21, the development is outside the
envelope of these areas on the site.
iv. Though, I am confused as a reviewer. The site plan notes large areas of 404
regulated wetlands, but note #2 on the project notes list states “No wetlands
are located on the site, verified by USACOE – SAW-2022-01421.” These seem
to contradict each other.
v. Density Calculations:
1. Total site acreage = 32.86 acres
2. Less the 404 wetlands, Everett’s Creek area, and pond, 22.36 acres of
developable land.
3. Zoning District allows maximum 2.5 dwelling units per acre under
performance residential subdivision.
4. 22.36 * 2.5 = 56 dwelling units.
5. The applicant is proposing 53 dwelling units for this project.
Everett Bluffs – Major Subdivision – TRC Review
Page | 3
c. 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.
d. Was the intent of this submittal for review of the amenity center as well? Typically we
process those as a separate minor site plan review.
2. UDO Section 5.1, Parking and Loading
a. Single-Family Dwellings require two parking spaces per dwelling unit. Please confirm
these will be provided on each lot with either a driveway or a garage.
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. Tree Removal Permit is received and will be processed.
c. Please note that if a Tree Removal Permit for a single-family development is
processed prior to TRC approval of the preliminary plan, then the single-family lots
will not be exempt from tree retention standards per UDO Section 5.3.1.D.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscaping is not required for single-family residential developments, but will be
required for the amenity center.
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. Is there a planned sign for the name & entrance of the neighborhood?
Everett Bluffs – Major Subdivision – TRC Review
Page | 4
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. As mentioned above, the New Hanover County Conservation Resource map indicates
that there may be some pocosin on the site. However, there are no Class IV soils on
the site, so Conservation Resource Standards do not apply.
b. The applicant noted 404 regulated wetlands, a stream, and a pond on the site, which
are remaining undisturbed as part of this development with the exception of lots 19,
20, and 21.
9. UDO Section 5.8, Open Space Requirements
a. Open space amounts are not noted on the site plan. Performance residential
subdivisions are required to provide 20% of the site’s total acreage as open space.
b. Please clarify the amount of location of open space on the site, and please note that
on the site plan.
10. UDO Article 6, Subdivision Design and Improvements.
a. Sidewalks are present along one side of the road as required in R-15, looks good.
i. It appears there’s a crosswalk where the sidewalk crosses Everette Creek
Trail, please confirm and label if so.
b. Block length appears to be less than 1,000 ft, all good.
c. The links to nodes ratio is less than the 1.4 required, but the site is largely
constrained by wetlands, so design is making the most of the smaller portion of the
site which is developable. All good.
11. UDO Article 9, Flood Damage Prevention
a. Portions of this site are in the 500-year floodplain and in the 100-year floodplain (AE).
b. Per the site plan, it appears that the majority of the lots are either in the 500-year
floodplain, which does not require any additional development standards, or they
are not in the floodplain at all. Please confirm.
c. Per the Flood Risk Information System (FRIS), the flood panel is 3133.
(https://fris.nc.gov/).
Everett Bluffs – Major Subdivision – TRC Review
Page | 5
d. A permit is required to place fill on property in a floodplain. No work should be
started without first obtaining a fill permit.
NHC Fire Services, David Stone 910-798-7458
Compliance with the NC Fire Code
1. Any bridge or elevated surface that forms part of a fire apparatus access road must be
constructed and maintained in accordance with AASHTO HB-17 (Standard Specifications for
Highway Bridges).
2. Please include a fire hydrant layout of proposed hydrant locations.
3. Ensure the cul-de-sac is 96’ in diameter per Section D103 of the 2018 NC Fire Code.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. Please contact the State for their stormwater permit requirements.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public water. Environmental Health has records that reflect
existing properties have private drinking water wells. Existing properties (6342, 6400, 6358
Myrtle Grove Rd) reflect that a drinking water well was on the property at some point.
Developer must be mindful to evaluate each property and identify well head locations then
identify and protect well head through demolition/clearing. All well heads must be properly
abandoned by a Certified Well Drilled.
Everett Bluffs – Major Subdivision – TRC Review
Page | 6
2. Site plan shows a subdivision swimming pool. Pool plans must be submitted to NHC
Environmental Health and approved prior to building permit issuance.
3. Site plan reflects connection to public sewer. Environmental Health records reflect that all
existing structures have a septic system. Existing properties that have or had a dwelling must
have the septic tanks properly abandoned (6342, 6400, 6358 Myrtle Grove Rd). Identify and
abandon tanks. Abandonment consists of pumping tanks, crushing, and filling. A permit is
not required for proper abandonment. Proposed infrastructure does not violate setbacks to
surrounding properties’ septic systems.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please provide new proposed street names, as both submitted road names are either
already in use or too similar to existing street names within the county.
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 via 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
Everett Bluffs – Major Subdivision – TRC Review
Page | 7
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See attached.
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. See attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. This new development appears to take a permit from this office. It’s recommended that they
have the delineation verified before coming in for permitting.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
New Hanover County Soil & Water Conservation
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: April 23, 2026
TO: New Hanover County Technical Review Committee SUBJECT: Everette Bluffs – 6358 Myrtle Grove Road
________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highways to include
access locations within 500’ of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer’s Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Site Plan Comments:
Driveway Plan Requirements:
• Provide comprehensive survey within the existing R/W on both sides of the road
for a distance of 500’ in all directions from the development’s property lines.
Provide additional hydraulic survey data to the nearest storm water inlet/outlet
including ditch lines and storm water pipes, if located outside of the 500' distance.
• Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of
travel way for required shoulder width distance (6’ minimum).
• Show grades at the centerline, edge of pavement, and within the proposed
driveway.
• Show the driveway profile with the proposed storm drainpipe.
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
o Select the appropriate type of drainage pipe for the amount of available
coverage.
• Pipe Cover Minimums (measured from top of pipe to subgrade):
o High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP):
12” | Reinforced Concrete (RCP): 12”.
• Pipe End Treatment: use parallel pipe end sections.
o NCDOT Standards 310.02.
• All sizes, types, and invert elevations of existing/proposed pipes and drainage
structures must be shown.
o Provide spot elevations along frontage of driveway (at EOP and
centerline).
o Provide grades and spot elevations for existing and proposed ditches.
o Show how drainage will be accommodated along property frontage.
NCDOT Standard Drawings:
• Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Sight Triangles and Sight Distance:
• Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
• Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
• All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Gated Entrances:
• Show and label any proposed gates with distances to the right of way line.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
Right of Way Located with Subdivision:
• The proposed right of way within the subdivision should be shown a private.
FOR REGULATORY REVIEW
POB 2
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Digitally signed by
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Date: 2026.03.31
14:36:27 -04'00'
LAND USE CODEITE INTENSITY VOLUMES
24 HR.ENTERPEAKAM
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STREETYAHOLLAND STREET F270-85 = 13,395 SF P3 TREES A3 TREES AALEX TRASTREET F403 X 18 =3,635 SF P2 TREES A4 TREES A
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Digitally signed by
Shane Lippard
Date: 2026.03.31
14:38:46 -04'00'
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
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 14, 2026
Subject: Everette Bluffs Residential
NCDOT Projects:
• N/A
WMPO 2050 MTP Projects:
• N/A
New Hanover County Projects:
• New Hanover County Bike Ped Priorities – Installation of 10’ paved Multi Use Path from
Grissom Road to Carolina Beach Road.
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is Not required.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Single Family Detached
Housing (210) 53 DU 563 42 55