HomeMy WebLinkAbout802 S Seabreeze TRC Comments Complete Set
Hooks and Arrow – Commercial Site Plan – TRC Review
Page | 1
To: T. Branch Smith, Dogwood Land Development – dogwoodldpllc@gmail.com
From: Amy Doss
Development Planner
Date: October 2nd 2024 TRC Review
PID#: R08514-004-008-000
Egov# SITECN-24-000040
Subject: Hooks & Arrow – Commercial Site Plan – TRC Review
The following comments have been received for the October 2nd, 2024, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items
must be resubmitted prior to receiving preliminary plan approval.
NHC Planning, Amy Doss 910-798-7571
1. General Comments
a. Zoning: (CZD) CB. Please correct General Note #3 to reflect the updated site status per
rezoning case Z24-09.
b. Please log on to COAST account to pay INV-00129133, SITECN-24-000040.
2. Please include the following approved site plan components, per rezoning case Z23-20:
a. Please label the fence on the site plan.
3. UDO Section 3.3.1, Superseding District Standards & Setbacks
a. Setbacks are correct.
4. UDO Section 5.1 Parking and Loading
a. Development Data table state 5 parking spaces have been provided, however only 4 are
shown on the site plan. Please correct accordingly.
5. UDO Section 5.2. Traffic, Access, & Connectivity
a. Please note on the site plan 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 the building permit.”
Hooks & Arrow Retail – Commercial Site Plan – TRC Review
Page | 2
6. UDO Section 5.3 Tree Retention
a. Please apply for a tree removal permit if trees are to be removed.
b. Per UDO Section 5.3.4.C, of the UDO requires a minimum of 15 trees at least 2” DBH must
be retained or planted on the parcel where development occurs for each acre or
proportionate area disturbed. Please add a note to the Landscape Plan showing has this
requirement has been met. Please note that required landscaping for the project can be
credited to meet this requirement, however, required landscaping does not count
towards mitigation, if applicable.
7. UDO Section 5.4 Landscaping and Buffering
a. Please show the location of the fence as shown on the approved concept plan.
b. Please provide a breakdown of the number of plantings required, and number of plantings
provided for: the transitional buffer, parking lot perimeter, parking lot interior, street
yard, and foundation plantings.
c. Please show the location of the dumpster and detail showing screening for the dumpster.
8. UDO Section 5.5 Exterior Lighting
a. Is any lighting proposed for the development?
b. Please note that with the latest update to the UDO, a lighting plan is not required at time
of TRC approval. See below excerpt from Section 5.5.3:
i. Information about the exterior lighting for the site that demonstrates compliance
with the standards in this section shall be submitted in conjunction with an
application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance
approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first,
approved no later than at time of construction plan approval.
c. When the lighting plan is submitted, please ensure that the foot candles from the street
lights at the lot lines do not exceed 0.5, as the adjacent land is residential.
9. UDO Section 5.6 Signs
a. Please show the location of all signs.
b. Please note that all signs are subject to Section 5.6 of the UDO.
c. Please submit for sign permits prior to installation.
NHC Fire Services, Sunnie Batson 910-798-7464
1. See attached.
NHC Engineering, Galen Jamison 910-798-7072
1. Based on the proposed impervious area and anticipated limits of disturbance, no County issue
permit are anticipated. Should more than 10,000 SF of impervious be proposed or more than an
acre of disturbed, then permitting would be required.
2. Please indicate all erosion control measures with details, specifications and maintenance
requirements with the drainage plan submission with building permit application.
Hooks & Arrow Retail – Commercial Site Plan – TRC Review
Page | 3
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public water. Proposed infrastructure will not violate setbacks of
any surrounding properties wells.
2. Site plan reflects connection to public sewer. Proposed infrastructure will not violate setbacks of
any surrounding properties septic systems.
NHC Addressing, Katherine May 910-798-7443
1. No comments, current address is acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. There is no CFPUA water and sewer available.
NCDOT, Nick Drees 910-398-9100
See attached.
WMPO
See attached.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
New Hanover Soil & Water, Dru Harrison
USACE, Rachel Capito
NCDEMLR, Dan Sams
DCM, Tanya Pietila
USACOE, Brad Shaver
New Hanover County Fire Rescue
230 Government Center Drive, Suite 130
Wilmington, NC 28403
Phone: (910) 798-7420 Fax: (910) 798-7052
Protecting the citizens and visitors of New Hanover County
TRC Plan Review - 2018 NC Fire Code
Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26
Required for Plan Review Submittal
• The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted
along with the building plans for review to New Hanover County Fire Marshal’s Office. This
shall include the complete set of civil plans. Failure to submit the comments or complete set of
civil plans will result in a resubmittal for review for verification of compliance.
• Per NCFC 507.1, an engineered fire flow analysis report in accordance with the fire code and
Appendix B to include pertinent information shall be submitted with the permit application along
with all other required documents. A fire flow test shall be conducted in accordance with NFPA
291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the
submitting individual on the report.
Construction
• NCFC Chapter 33 shall be followed throughout the construction process.
Accessibility
• Fire apparatus access roads are required at time of construction. They are to be capable of
handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus
access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants
installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official
may increase this width as necessary based on potential for fire apparatus response.
• All new structures must comply with Appendix J of the NC Fire Code, Building Information
Signs. An example can be provided upon request.
• Address identification signs are required, temporary signs during construction are acceptable as
long as they are legible and weather resistant. (Chapter 5).
• Key Boxes (KNOX Boxes)
o Required if structure is required to have a fire alarm system or automatic sprinkler
system.
New Hanover County Fire Rescue
230 Government Center Drive, Suite 130
Wilmington, NC 28403
Phone: (910) 798-7420 Fax: (910) 798-7052
Protecting the citizens and visitors of New Hanover County
o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6
in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler
riser(s). Larger facilities may require additional key boxes. All key box locations must be
shown on the building plans. All key boxes are required to be installed prior to final
inspection.
o The customer may order online from Knox.
• Premises identification is required. Address and or unit numbers are required on the street side as
well as unit identification on rear access doors. Letters and Numbers shall not be less than 6
inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their
background. (Chapter 5).
• Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire
detection/protection equipment must be identified with signage (Chapter 5).
Water Supply (Chapter 5 and Appendix C)
• A fire hydrant will be required at the intersection of South Seabreeze Road and Access Road [SR
1575] on the corner nearest the project. [NCFC C104.1]
o The existing hydrant shown on the site plan is not sufficient due to requiring roads to be
shut down by supply lines—preventing access to the public and fire apparatus.
• If a water supply is required for fire protection a fire hydrant system or other means approved by
the fire code official must be present prior to beginning construction and be maintained operable
during the construction period.
• An engineered fire flow calculation indicating the available fire flow shall be submitted to the
Fire Marshal’s Office during plans review.
• If an approved water supply capable of supplying the required fire flow for fire protection is
available, fire hydrants shall be provided.
• If the approved water supply is not capable of supplying the required fire flow for fire protection
a private system shall be engineered to meet the required fire flow for both automatic sprinkler
systems and manual fire protection.
New Hanover County Fire Rescue
230 Government Center Drive, Suite 130
Wilmington, NC 28403
Phone: (910) 798-7420 Fax: (910) 798-7052
Protecting the citizens and visitors of New Hanover County
• Fire Hydrants
o All fire hydrants shall meet the CFPUA specifications: a 5 ¼ inch barrel, a 5 ¼ inch valve
opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch
STORZ connection. Further information is available from the Fire Marshal’s Office and
Cape Fear Public Utility Authority.
o All fire hydrants shall be installed so they are visible from the fire apparatus access road
with unobstructed access and a clear space no less than 36 inches in all directions. They
shall be protected from vehicle impact by curbing, guard posts or other means approved
by the fire code official. They shall be oriented with the large discharge facing the nearest
street. All discharges shall meet the NFPA requirements for distance above grade.
o Additional fire hydrants may be required by the fire code official based on the type of
hazard or use of the protected structure. (Appendix C)
Separate submittals will be required for additional fire and life safety equipment.
TO: New Hanover County Planning Department, September 20th, 2024
FROM: Dru Harrison, Director
RE: S Seabreeze Rd - 802 - Hooks & Arrow Retail
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Baymeade fine sand (Be), Leon sand (Le),
Lynn Haven fine sand (Ly), Murville fine sand (Mu), and Wakulla sand (Wa).
According to the booklet, “Wilmington/New Hanover Classification of soils for
Septic Tank Suitability”, Wakulla is a Class I soil, Baymeade is Class II soils, and Leon, Lynn Haven, and Murville are Class III soils.
The Soil Survey of New Hanover County lists Baymeade as well drained, Wakulla as somewhat excessively drained, Leon and Lynn Haven as poorly drained, and Murville
as very poorly drained.
Leon, Lynn Haven, and Murville are on the New Hanover County Hydric Soils Ä list
which means they are possibly wetland areas and subject to regulation under the Clean Water Act It should be noted, according to the Soil Survey of New Hanover
County, the limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations are due to
flooding and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NC Department of Environmental Quality, Water Quality Division, has state jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations.
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
S Seabreeze Rd - 802 - Hooks &
Arrow Retail
Natural
Resources
Conservation
Service
September 20, 2024
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................11
Map Unit Descriptions.........................................................................................11
New Hanover County, North Carolina.............................................................13
Be—Baymeade fine sand, 1 to 6 percent slopes........................................13
Le—Leon sand............................................................................................14
Ly—Lynn Haven fine sand..........................................................................15
Mu—Murville fine sand................................................................................16
Wa—Wakulla sand, 1 to 8 percent slopes...................................................18
References............................................................................................................20
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
6
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
7
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
8
9
Custom Soil Resource Report
Soil Map
37
7
2
9
1
0
37
7
2
9
4
0
37
7
2
9
7
0
37
7
3
0
0
0
37
7
3
0
3
0
37
7
3
0
6
0
37
7
3
0
9
0
37
7
3
1
2
0
37
7
3
1
5
0
37
7
2
9
1
0
37
7
2
9
4
0
37
7
2
9
7
0
37
7
3
0
0
0
37
7
3
0
3
0
37
7
3
0
6
0
37
7
3
0
9
0
37
7
3
1
2
0
37
7
3
1
5
0
232490 232520 232550 232580 232610 232640 232670
232490 232520 232550 232580 232610 232640
34° 3' 54'' N
77
°
5
3
'
5
4
'
'
W
34° 3' 54'' N
77
°
5
3
'
4
7
'
'
W
34° 3' 46'' N
77
°
5
3
'
5
4
'
'
W
34° 3' 46'' N
77
°
5
3
'
4
7
'
'
W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 50 100 200 300
Feet
0 15 30 60 90
Meters
Map Scale: 1:1,240 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina
Survey Area Data: Version 25, Sep 13, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
10
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Be Baymeade fine sand, 1 to 6
percent slopes
0.2 3.7%
Le Leon sand 0.4 9.5%
Ly Lynn Haven fine sand 3.1 71.7%
Mu Murville fine sand 0.3 7.2%
Wa Wakulla sand, 1 to 8 percent
slopes
0.3 7.9%
Totals for Area of Interest 4.3 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
Custom Soil Resource Report
11
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
12
New Hanover County, North Carolina
Be—Baymeade fine sand, 1 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3wr0
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Baymeade and similar soils:90 percent
Minor components:8 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Baymeade
Setting
Landform:Ridges on marine terraces
Landform position (two-dimensional):Summit, shoulder
Landform position (three-dimensional):Crest
Down-slope shape:Convex
Across-slope shape:Convex
Parent material:Loamy and sandy marine deposits
Typical profile
A - 0 to 2 inches: fine sand
E/Bh - 2 to 30 inches: fine sand
Bt - 30 to 40 inches: fine sandy loam
C - 40 to 80 inches: loamy fine sand
Properties and qualities
Slope:0 to 6 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat):High (1.98 to 5.95
in/hr)
Depth to water table:About 48 to 60 inches
Frequency of flooding:None
Frequency of ponding:None
Available water supply, 0 to 60 inches: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Ecological site: F153BY030NC - Dry Loamy Rises and Flats, F153AY030NC - Dry
Loamy Rises and Flats
Hydric soil rating: No
Custom Soil Resource Report
13
Minor Components
Lynn haven, undrained
Percent of map unit:2 percent
Landform:Flats on marine terraces
Down-slope shape:Linear
Across-slope shape:Linear
Ecological site:F153BY070NC - Wet Spodosol Flats and Depressions,
F153AY070NC - Wet Spodosol Flats and Depressions
Hydric soil rating: Yes
Leon
Percent of map unit:2 percent
Landform:Flats on marine terraces
Down-slope shape:Linear
Across-slope shape:Concave
Ecological site:F153BY070NC - Wet Spodosol Flats and Depressions,
F153AY070NC - Wet Spodosol Flats and Depressions
Hydric soil rating: Yes
Murville, undrained
Percent of map unit:2 percent
Landform:Flats on marine terraces, depressions on marine terraces
Down-slope shape:Concave
Across-slope shape:Concave
Ecological site:F153BY070NC - Wet Spodosol Flats and Depressions,
F153AY070NC - Wet Spodosol Flats and Depressions
Hydric soil rating: Yes
Torhunta, undrained
Percent of map unit:2 percent
Landform:Depressions on stream terraces, carolina bays on marine terraces, flats
on marine terraces
Down-slope shape:Linear
Across-slope shape:Linear
Ecological site:F153AY090NC - Flooded Mineral Soil Floodplains and Terraces,
F153BY090NC - Flooded Mineral Soil Floodplains and Terraces
Hydric soil rating: Yes
Le—Leon sand
Map Unit Setting
National map unit symbol: 3wrb
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 280 days
Farmland classification: Farmland of unique importance
Custom Soil Resource Report
14
Map Unit Composition
Leon and similar soils:80 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Leon
Setting
Landform:Flats on marine terraces
Down-slope shape:Linear
Across-slope shape:Concave
Parent material:Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 3 inches: sand
E - 3 to 15 inches: sand
Bh - 15 to 30 inches: fine sand
BE - 30 to 33 inches: fine sand
E' - 33 to 66 inches: fine sand
B'h - 66 to 80 inches: fine sand
Properties and qualities
Slope:0 to 2 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Poorly drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table:About 0 to 12 inches
Frequency of flooding:None
Frequency of ponding:None
Available water supply, 0 to 60 inches: Low (about 3.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Ecological site: F153BY070NC - Wet Spodosol Flats and Depressions,
F153AY070NC - Wet Spodosol Flats and Depressions
Hydric soil rating: Yes
Ly—Lynn Haven fine sand
Map Unit Setting
National map unit symbol: 3wrf
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 280 days
Farmland classification: Farmland of unique importance
Custom Soil Resource Report
15
Map Unit Composition
Lynn haven, undrained, and similar soils:85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lynn Haven, Undrained
Setting
Landform:Flats on marine terraces
Down-slope shape:Linear
Across-slope shape:Linear
Parent material:Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 9 inches: sand
E - 9 to 12 inches: fine sand
Bh - 12 to 80 inches: sand
Properties and qualities
Slope:0 to 2 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Poorly drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high
(0.57 to 5.95 in/hr)
Depth to water table:About 0 to 6 inches
Frequency of flooding:None
Frequency of ponding:None
Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Available water supply, 0 to 60 inches: Moderate (about 8.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Ecological site: F153BY070NC - Wet Spodosol Flats and Depressions,
F153AY070NC - Wet Spodosol Flats and Depressions
Hydric soil rating: Yes
Mu—Murville fine sand
Map Unit Setting
National map unit symbol: 3wrh
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 280 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Murville, undrained, and similar soils:80 percent
Murville, drained, and similar soils:10 percent
Custom Soil Resource Report
16
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Murville, Undrained
Setting
Landform:Flats on marine terraces, depressions on marine terraces
Down-slope shape:Concave
Across-slope shape:Concave
Parent material:Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 8 inches: fine sand
Bh - 8 to 45 inches: fine sand
C - 45 to 80 inches: fine sand
Properties and qualities
Slope:0 to 2 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat):High (1.98 to 5.95
in/hr)
Depth to water table:About 0 inches
Frequency of flooding:None
Frequency of ponding:Frequent
Available water supply, 0 to 60 inches: Low (about 4.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 5w
Hydrologic Soil Group: A/D
Ecological site: F153AY070NC - Wet Spodosol Flats and Depressions,
F153BY070NC - Wet Spodosol Flats and Depressions
Hydric soil rating: Yes
Description of Murville, Drained
Setting
Landform:Flats on marine terraces, depressions on marine terraces
Down-slope shape:Concave
Across-slope shape:Concave
Parent material:Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 8 inches: fine sand
Bh - 8 to 45 inches: fine sand
C - 45 to 80 inches: fine sand
Properties and qualities
Slope:0 to 2 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat):High (1.98 to 5.95
in/hr)
Depth to water table:About 0 inches
Frequency of flooding:None
Frequency of ponding:None
Custom Soil Resource Report
17
Available water supply, 0 to 60 inches: Low (about 4.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: A/D
Ecological site: F153BY070NC - Wet Spodosol Flats and Depressions,
F153AY070NC - Wet Spodosol Flats and Depressions
Hydric soil rating: Yes
Wa—Wakulla sand, 1 to 8 percent slopes
Map Unit Setting
National map unit symbol: 3wrz
Elevation: 0 to 20 feet
Mean annual precipitation: 42 to 58 inches
Mean annual air temperature: 61 to 64 degrees F
Frost-free period: 190 to 270 days
Farmland classification: Not prime farmland
Map Unit Composition
Wakulla and similar soils:85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wakulla
Setting
Landform:Ridges on marine terraces
Down-slope shape:Convex
Across-slope shape:Convex
Parent material:Sandy and loamy marine deposits and/or eolian sands
Typical profile
A - 0 to 7 inches: sand
E - 7 to 24 inches: sand
Bt - 24 to 42 inches: loamy sand
C - 42 to 85 inches: sand
Properties and qualities
Slope:1 to 8 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Somewhat excessively drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat):High to very high (1.98
to 19.98 in/hr)
Depth to water table:More than 80 inches
Frequency of flooding:None
Frequency of ponding:None
Available water supply, 0 to 60 inches: Very low (about 2.7 inches)
Custom Soil Resource Report
18
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Ecological site: F153BY010NC - Dry Sands, F153AY010NC - Dry Sands
Hydric soil rating: No
Custom Soil Resource Report
19
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
20
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
21
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ROY COOPER J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
To: New Hanover County Technical Review Committee
Date: September 17, 2024
Subject: Hook & Arrow – 802 S. Seabreeze 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
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).
• No private utilities are allowed inside the NCDOT Right-of-way.
• Only NCDOT approved materials are allowed inside the NCDOT Right-of-way.
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Site Plan Comments:
Drainage/Stormwater Conveyance:
• Additional information is needed on the existing and proposed drainage in the
area.
• An 18’ RCP is shown to cross Access Road, but no invert is provided on the
opposite side.
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
• Hydraulic calculations and associated plan sheets will need to be submitted for the
site.
o This will be reviewed by the NCDOT Hydraulics Unit.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
• No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
• No obstructions shall be placed within the stopping sight distance.
A radius encroachment letter will be required if the radius of the proposed driveway
crosses the adjoining property line.
• Make sure to accommodate the largest proposed vehicle.
You can coordinate with the district office with any questions 910-398-9100.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
7
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
9
9
9
9
99
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
99
9
9
9
9
9
9
9
9
9
9
9
9
9
9
10
10
10
10
10
10
10
1010
10
10
10
10
10
10
10
10
10
1010
10
10
10 10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
101010
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
10
10
10
10
10
10
10
10
10
1010
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1010
10
10
10
10
10
10 10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1010
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
10
10
10
11
11
11
11
11
11
11
11
11
11
1111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
1111
11
11
11
11
11
11
11
11
11
11
11
11
1111
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11 11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
1212
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
1212
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12 1212
1212 12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
13
13
13
13
13
13
13
1313
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
1313
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13 13
13
13
13
13
13
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
15
15
15
15
15
15
15
15
15
15
15
1515
15
15
15
15
15
15
15
1515
15
15
15
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
17
17
1717
17
17
17
17
17
17
17
17
17
17
17
17
17
18
18
18
18
18
18
18
18
1818
1818
18
18
19
19
19
19
19
19
19
19
19
19
19
20
20
20
20
20
20
20
20
20
20
20
20
21
21 21
21
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$SYSTIME$$$$$
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$
$$$$USERNAME$$$$
8/17/99 INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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.
REVISION NO.
OF:
DATE:
SCALE:
DRAWN BY:
THE
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
D
O
G
W
O
O
D
L
D
,
P
L
L
C
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
CEP
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
D
O
G
W
O
O
D
L
D
,
P
L
L
C
.
PR
O
V
E
R
B
S
1
6
:
3
C
O
M
M
I
T
Y
O
U
R
W
O
R
K
S
T
O
T
H
E
L
O
R
D
A
N
D
Y
O
U
R
P
L
A
N
S
W
I
L
L
B
E
E
S
T
A
B
L
I
S
H
E
D
.
DOGWO O D LD,
P
LLC
5872-P .CIL CN
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24105.DLD
8/16/24
JBS
C0
1 5
SHEET:
SURVEYOR
SITE AND LANDSCAPING PLAN
SHEET DESCRIPTIONINDEX
CIVIL SHEET LIST
CS-100
1
2
3
PG.
C0 COVER SHEET
5 SITE AND UTILITY DETAILSCD-100
AUGUST 2024
NEW HANOVER COUNTY, NC
DESIGN DRAWINGS
HOOKS AND ARROWS SPORTSMAN SUPPLY
Know what'sbelow.before you dig.Call
R
COVER
80
2
S
O
U
T
H
S
E
A
B
R
E
E
Z
E
R
D
.
,
W
I
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
HO
O
K
S
A
N
D
A
R
R
O
W
S
Ho
o
k
s
a
n
d
A
r
r
o
w
s
Sp
o
r
t
s
m
a
n
S
u
p
p
l
y
,
L
L
C
10
0
8
t
h
S
t
r
e
e
t
Ca
r
o
l
i
n
a
B
e
a
c
h
,
N
C
2
8
4
2
8
GRADING, DRAINAGE, AND UTILITY PLANCG-100
PRELIMINARYPLAN
NHC - TRC
AUTHORITIES HAVING JURISDICTION
NEW HANOVER COUNTY PLANNING AND ZONING 910-798-5151NEW HANOVER COUNTY ENGINEERING 910-798-7139AQUA NC DEVELOPMENT 919-653-6967DUKE ENERGY DEVELOPER CUSTOMER 1-800-452-2777AT&T ENGINEERING 910-341-7664SPECTRUM ENGINEERING 910-763-4638
(No Scale)
Vicinity and Soils Map
N
E
S
W
Site
CAR
O
L
I
N
A
B
E
A
C
H
R
D
SC
O
U
T
C
A
M
P
STATE
AC
C
E
S
S
R
D
RIV
E
R
R
D
ROSCOE FREEMAN
A
V
E
SEABR
E
E
Z
E
R
D
N
HA
T
I
L
A
R
D
WILMINGTON
SEABREE
Z
E
R
D
S
AVE
TO
BRIDGE TOCAROLINABEACH
CAPESIDE DR
GREEN VALLEY DR
ANCHORVIEW DR
PLA
Y
E
R
WA
Y
GRAND BANKS DR
OCRACOKEDR
SPR
A
Y
-
MIS
T
C
T
HATTERA
S
CT
NA
V
I
G
A
T
O
R
L
N
SALTSPRAY LN
SOUNDSIDE DR
Lynn Haven
Fine Sands
NTS
GENERAL CONTRACTOR
OWNER
Hooks and Arrows Sportsman Supply, LLC100 8th StreetCarolina Beach, NC 28428Dana and Jerry Vess
TIMELESS PROPERTIES CONSTRUCTION
2940 Orville Wright Way, Suite 600Wilmington, NC 28405p: (910) 769-0308Info@timelesspropertiescc.com
4 UTILITY DETAILSCU-101
SignalizedIntersection
CarolinaBeach
To
Pu
b
l
i
c
A
c
c
e
s
s
R
o
a
d
/
S
R
1
5
7
5
N 1
3
°
4
4
'
1
5
"
E
1
0
5
.
0
0
'
S 73°25'2
4
"
E
1
0
5
.
0
0
'
S 1
3
°
4
4
'
1
5
"
W
1
0
5
.
0
0
'
N 73°25'2
4
"
W
1
0
5
.
0
0
'
S Seabr
e
e
z
e
R
o
a
d
/
S
.
R
.
1
5
3
0
(60' Publi
c
R
/
W
)
2-Story R
e
t
a
i
l
n/fWilliam E.
Freeman
D.B. 6565-1678
Zoning: R-15Land Use: Vacant
RiverRoad
20' Setba
c
k
t
o
R
e
s
i
d
e
n
t
i
a
l
/
V
a
c
a
n
t
20'
S
e
t
b
a
c
k
t
o
R
e
s
i
d
e
n
t
i
a
l
20'
S
t
r
e
e
t
S
e
t
b
a
c
k
20' Stree
t
S
e
t
b
a
c
k
n/f
William E.
Freeman
D.B. 6565-1678
Zoning: R-15Land Use: Vacant
n/f
Eric Cory &
Annamarie
D.B. 5190-323
Zoning: R-15Land Use: Vacant
Atwood
n/fSOCAL, LLC
D.B. 6585-972
Zoning: (CZD) CBLand Use: Commercial
n/f
SOCAL, LLC
D.B. 6585-972
Zoning: (CZD) CBLand Use: Commercial
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
/
U
.
S
.
4
2
1
(2
7
0
'
P
u
b
l
i
c
R
/
W
)
n/f
SOCAL, LLC
D.B. 6585-972 Zoning: (CZD) CBLand Use: Commercial
21.5'
50'25'
14.0'
ONE
WAY
22'
R2
5
'
R15'
R20'
R2
0
'
R25'
R12'
R
5
'
R5'
18.0'
8.0'
8.0'9.0'
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W
W
W
W
W
W W W
W
W
W
W W W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IC
SM
MC
MC
AABG
AABG
MA
MA
IC
SMMC
10' FROM R/W7' FROM R/W
REVISION NO.
PROJ. NO.24105.DLD
OF:
SHEET:
DATE:
SCALE:
DRAWN BY:
8.24.24
80
2
S
O
U
T
H
S
E
A
B
R
E
E
Z
E
R
D
.
,
W
I
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
THE
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
D
O
G
W
O
O
D
L
D
,
P
L
L
C
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
CEP
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
D
O
G
W
O
O
D
L
D
,
P
L
L
C
.
PR
O
V
E
R
B
S
1
6
:
3
C
O
M
M
I
T
Y
O
U
R
W
O
R
K
S
T
O
T
H
E
L
O
R
D
A
N
D
Y
O
U
R
P
L
A
N
S
W
I
L
L
B
E
E
S
T
A
B
L
I
S
H
E
D
.
HO
O
K
S
A
N
D
A
R
R
O
W
S
JBS
Ho
o
k
s
a
n
d
A
r
r
o
w
s
Sp
o
r
t
s
m
a
n
S
u
p
p
l
y
,
L
L
C
10
0
8
t
h
S
t
r
e
e
t
Ca
r
o
l
i
n
a
B
e
a
c
h
,
N
C
2
8
4
2
8
DOGWO O D LD,
P
LLC
205 Sierra DriveWilmington, NC 28409(910) 264-1071
5872-P .CIL CN
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
N O R T H
CS100
2 4
SITE, UTILITY,AND PLANTINGPLAN
1" = 20'
(No Scale)
Vicinity and Soils Map
3. Current Zoning District: R-15
2. Tract Area: 11,025 s.f.± (0.25 ac.)
1. New Hanover County Parcel No.:
General Notes:
4. Comprehensive Plan Classification:
Development Notes:
the New Hanover County Zoning Ordinance. 1. All development shall be in accordance with
Hanover County regulations.2. Project shall comply with all Federal, State & New
N
E
S
W
Community Mixed-Use
313110.36.8275
Development Data:
[PID R8514-004-008-000]
Total Building Area - 1,250 s.f.±
Retail and Private Office Parking - (@ 2.5 spaces / 1000 s.f. GFA)
** Spaces Prov'd. = 5 **
PROPOSED IMPERVIOUS AREA:
Total - 6,420 s.f.± (58.2%)
Max. Proposed New Building Height - 2-story / 25'
Proposed District - (CZD) CB
Rooftop - 1,350 s.f.±
Walks -4,750 s.f.±
2. This property is not impacted by any AEC.
3. There is no evidence of Conservation Overlayresources.
4. This site is not impacted by any recognizedhistoric or archeological significance.
5. No cemeteries were evidenced on the site.
6. Existing trees are non-"significant" Pines.No "Specimen" trees were identified.
7. There is no evidence of jurisdictional wetlands.
8. There is no evidence of endangered species orhabitat issues on the site.
Site Inventory Notes:
9. This tract is not impacted by any Special Flood Hazard
10. The site runoff will flow into the roadside ditches of
1. Soils: lY (Lynn Haven fine sand)
A detailed tree survey will be providedduring detailed design & permitting.
Area as evidenced on FEMA Map 3720313100K,dated August 28, 2018.
S. Seabreeze Road, into the ICW watershed.
Utility Notes:
1. Water & sanitary sewer service will be provided byAQUA utilities.
gas & telephone shall be installed underground.2. All utility services, such as electric power, CATV,
Parking Area - 320 s.f.±
Site
CAR
O
L
I
N
A
B
E
A
C
H
R
D
SCO
U
T
C
A
M
P
STATE
ACC
E
S
S
R
D
RIVE
R
R
D
ROSCOE FREEMAN AVE
SEABREEZ
E
R
D
N
HAT
I
L
A
R
D
WILMINGTON
SEABREEZE
R
D
S
AVE
TO
BRIDGE TOCAROLINABEACH
CAPESIDE DR
GREEN VALLEY DR
ANCHORVIEW DR
PLA
Y
E
R
WAY
GRAND BANKS DR
OCRACOKEDR
SPR
A
Y
-
MIST
C
T
HATTERAS
CT
NAV
I
G
A
T
O
R
L
N
SALTSPRAY LN
SOUNDSIDE DR
Proposed Land Use: General Retail Sales
Lynn HavenFine Sands
Building - 1800 GFA / 1000 s.f. GFA = 1.8 Req'd
PRELIMINARYPLAN
1
1
SITE KEYNOTES:
6" HEADER CURB (TYPICAL - SEE DETAIL)
2
CONCRETE SIDEWALK (TYPICAL - SEE DETAIL)
3
4
TYPE 2 CURB RAMP (TYPICAL - SEE DETAIL)
6
7
8
9
10
11
PRIVATE LIFT STATION (SEE UTILITY PLANS)
ASPHALT PARKING PAVEMENT (TYPICAL - SEE DETAIL)
4" CONCRETE TURNDOWN WALK (TYPICAL - SEE DETAIL)
ACCESSIBLE SPACE WITH SIGN (TYPICAL - SEE DETAIL)
6-FT SHADOWBOX WOOD FENCE
BIKE RACK (5-SPACE, TYPICAL)
5
WATER SERVICE (SEE UTILITY PLANS)
EXISTING FIRE HYDRANT (360-FT HOSE PULL LENGTH TO BUILDING)
1
2
4
5
67
8
8
9
10
11
12 10'x70' NCDOT SITE TRIANGLES
12
12
12
LANDSCAPE SCHEDULE
2-Story R
e
t
a
i
l
10
11
11
11
9
10
11
ONE
WAY
(EP11.61)
(EP11.30)
(EP11.35)
(EP11.48)
(EP11.66)(EP11.64)
(EP11.10)
(EP11.09)
(EP11.13)
(EP10.99)
(EP11.65)
FFE: 12.
6
0
(EP10.96)
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
(EP11.13)
>>
>>
>>
>>
>>
(EG11.4
PG12.08
EP12.44
TC12.30EP11.80
TC12.44EP11.94
TC12.44EP11.94
TC12.20EP11.70
(EG10.98)
(EG9.74)
PG10.25
(EX. 18"INV 7.97)
PG8.50
15"PPESINV 10.00
15"PPESINV 10.00
EP11.35
EP11.35
EP11.60
PG10.55
PG10.55
EP11.50
EP11.75
TC12.40EP11.90
15"RCPINV 9.50
PG10.15
EP12.30
EP12.30
15"RCPINV 9.50
TC12.30EP11.80
TC12.60EP12.10
FM
FM
10' FROM R/W7' FROM R/W
CURB TRANSITION
CURB TRANSITION
REVISION NO.
PROJ. NO.24105.DLD
OF:
SHEET:
DATE:
SCALE:
DRAWN BY:
8.24.24
80
2
S
O
U
T
H
S
E
A
B
R
E
E
Z
E
R
D
.
,
W
I
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
THE
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
D
O
G
W
O
O
D
L
D
,
P
L
L
C
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
CEP
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
D
O
G
W
O
O
D
L
D
,
P
L
L
C
.
PR
O
V
E
R
B
S
1
6
:
3
C
O
M
M
I
T
Y
O
U
R
W
O
R
K
S
T
O
T
H
E
L
O
R
D
A
N
D
Y
O
U
R
P
L
A
N
S
W
I
L
L
B
E
E
S
T
A
B
L
I
S
H
E
D
.
HO
O
K
S
A
N
D
A
R
R
O
W
S
JBS
Ho
o
k
s
a
n
d
A
r
r
o
w
s
Sp
o
r
t
s
m
a
n
S
u
p
p
l
y
,
L
L
C
10
0
8
t
h
S
t
r
e
e
t
Ca
r
o
l
i
n
a
B
e
a
c
h
,
N
C
2
8
4
2
8
DOGWO O D LD,
P
LLC
205 Sierra DriveWilmington, NC 28409(910) 264-1071
5872-P .CIL CN
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
N O R T H
CG100
3 5
GRADING,DRAINAGE &UTILITY PLAN
1" = 20'
3. Current Zoning District: R-15
2. Tract Area: 11,025 s.f.± (0.25 ac.)
1. New Hanover County Parcel No.:
General Notes:
4. Comprehensive Plan Classification:Community Mixed-Use
313110.36.8275[PID R8514-004-008-000]
Proposed District - (CZD) CB
PRIVATE ZOELLER SIMPLEX922 PUMP STATION PACKAGE(SEE SPECS)
SWALE #3(SEE DETAILS)
SWALE #1(SEE DETAILS)SWALE #2(SEE DETAILS)
EX. 18" CULVERT FIELD VERIFYWATER ANDSEWER TAPS
RIGHT OFWAY/PROPERTYLINE/EASEMENT LINE
CONTRACTOR TO INSTALL A18"x30" RECTANGULAR CASTIRON VALVE BOX ASPHALTCOATED MODEL NO. MBX-5AAS MANUFACTURED BYFASTECH, OR EQUAL
2" X 2" COUPLING (COMMERCIAL)
XX" SDR9 CTS FORCEMAIN SERVICETO PUMP STATION
XXX" PVC FORCEMAIN
3
1
NOTES:
1. VEGETATE SWALES ACCORDING TO SEEDING SCHEDULEIMMEDIATELY UPON COMPLETION.
2. LINER SHALL BE EXCELSIOR MATTING OR COIR FIBERMATTING.
VEGETATE ENTIRE SWALE
1 FT 5
1
VEGETATED SWALE (TEMP. DIVERSION DITCH)NOT TO SCALE
PRELIMINARYPLAN
NHC - TRC
FM SERVICE BOX(SEE DETAILS)WM METER & RPZ(SEE DETAILS)
40LF 15" RCP CULVERT WITH PPES
65LF 15" RCP CULVERT WITH PPES
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 9/19/2024
Subject: 802 S Seabreeze Road - Hooks and Arrows Sportsman Supply
NCDOT Projects: N/A
WMPO 2045 Projects: N/A
New Hanover County: 2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project:
Carolina Beach Road South 10’ paved multi-use path from Monkey Junction to Snows Cut
Bridge.
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
Sporting Goods
Superstore (861) 2,500 SF 59 1 9