20181587 Ver 1_CAMA Application_20181116

DBM MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Town Of Beaufort
Beaufort Boating Access Area
North Carolina Wildlife Resources Commission
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 1: First Name
John
Last Name
Day
Steven
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 2: First Name
If additional applicants, please attach an additional page(s) with names listed.
Last Name
Mailing Address
PO Box
City
PO Box
State
State
390
Beaufort
NC
ZIP
Country
Phone No.
Phone No. 1
FAX No.
28516
USA
252-728-2141
ext.
919-707-0371
Street Address (if different from above)
City
State
FAX No.
ZIP
701 Front Street
Beaufort
NC
28516-
Email
Street Address (if different from above)
[e-mail]
-
ZIP
2. Agent/Contractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name
MI
Last Name
Steven
P
Bailey
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1718 NC 56
Creedmoor
NC
ZIP
Phone No. 1
Phone No. 2
27522
919-707-0371
ext.
919-618-9219. ext.
FAX No.
Contractor#
919 528 2524
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
m�f
<Form continues on back>
91078 1 130
252-808.2808 :: 1.888-4RCOAST :: www. nccoasta lmanagement. net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
2370 Lennoxville Road
1310
Subdivision Name
City
State
Zip
Beaufort
NC
28516 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
Vegetation on tract
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Taylors Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Taylors Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, listthe planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
h.
Beaufort
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
337
100,318
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with alist)
7' ®NHW or ❑NWL
e.
Vegetation on tract
Live oaks, shrubs
f.
Man-made features and uses now on tract
Boat ramps with gravel parking, boardwalk with pier.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
On the west side is a multi -use facility with a marina, dry stack boat storage, and entertainment venue. On the east side is a
public street (Front Street). Across Front Street is a residential development.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-8
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page> ECE'VED
4 EAVED
Tl9Nl''
252-808.2808 .. 1-888-4RCOAST .. www.nccoastaimana e1,tl�ynmNpm "'Ty
9 ZiP`�,a 9Vlmd9r➢�r �:� �o�

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There is an existing public bathroom on the site. It is connected to the Town of Beaufort sanitary sewer system.
o. Describe existing drinking water supply source.
Potable water is provided by the Town of Beaufort public water supply system.
p. Describe existing storm water management or treatment systems.
The site currently drains by surface flow to a ditch along Front Street and to Taylors Creek.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The site is a public boat access area that is open to the public, free of charge, 24 hours per day, 7 days per week. The
project will pave the existing gravel parking lot, remove portions of the gravel parking, and replace sections of the gravel
parking with a pervious pavement section.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
A motorgrader and excavator will be used to re -grade the parking lot and remove portions of the gravel. Dump trucks will be
used to remove gravel from the site and bring in other materials. All work will be upland. No changes below the HWL will be
made. Equipment will be stored on-site during construction.
d. List all development activities you propose.
Existing gravel parking lot will be re -graded. Portions of the existing gravel will be removed. A portion of the gravel parking
will be replaced by a pervious pavement section. Other sections of the parking lot will be paved with asphalt.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 1.5 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ❑No ®NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
A portion of the site surface drains to a ditch along Front Street and then is conveyed by ditch and culvert to Taylors Creek.
The remaining portion of the site drains by surface flow to Taylors Creek near the boat ramp lanes.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ❑No ®NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal. RECEIVED
<Form continues on back> ®C 18 [t;8
DMI-MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www. nccoasta t management. net

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package. to be complete. Items (a) - (f) are always applicable to any major development. application.Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Boathouse at FSV LLC Phone No. 252-838-1524
Address 2400 Lehnoxvdle Road Beaufort, NC 28516
Name Beaufort Landing Village Homeowner Association Phone No.
Address 2511 Front Street, Beaufort, NC 28516
Name Phone No
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit #46-10, Town of Beaufort, March 14, 2011
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
1. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
L_!!
public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enteron Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date to/ 'Z�a©m Print Name S5.4ac+ l- EeA/x ,if.�G�CG
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culvert hF—CEI ED
NDCM MP -3 Upland Development
❑DCM MP -4 Structures Information
OCT 18 2018
252-808-2808 :: 1.888-4RCOAST :: www.necoastaimanagement.net

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
N/A
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: 10/9/2018
J. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.5 acres
I. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete
g. Give the percentage of the tract within the coastal shoreline AEC to h.
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
29.4%
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
45.1%
j. Describe proposed method of sewage disposal.
Connection and to and treatment by Beaufort Sanitary
Sanitary Sewer System
I. Describe location and type of proposed discharges towaters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
Surface runoff
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: 10/9/2018
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach' appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
OCT 18 2018
ieee1`
ueA mavsn,2
/26/06252-808.28082 ::1-888www.nccoastaimanaggment.net

Form DCM MP -3 (Upland Development, Page 2 of 2D
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Beaufort public water supply system
o. When was the lot(s) platted and recorded?
Date
ProjectName //
Applicant Name
e!�>
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
OCT fl 8 2018
,DC -MHO elle°
252-808-2808 :: 1-888.4RCOR,ST :: www.nccoastaimanagement.net revised: 12/26/06

Coastal Management
ENV IR ONM E NTA L QUAL IT Y
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Shane Staples
Division of Marine Fisheries
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State of North Carolina I Environmenta I Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Lee Padrick
Division of Community Assistance
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Rodney Butler
NC Natural Heritage Program
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Rachel Love Adrick
Division of Coastal Management
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Sheri Montalvo
Div. of Water Resources
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Christine Hall
DEMLR/ Stormwater
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Dan Sams
DEMLR/ Sediment & Erosion
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Tim Walton
State Property Office
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Renee Gledhill -Early
NC Department of Cultural Resources
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Chris Southerly
Div. of Underwater Archaeology
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Shannon Jenkins
DMF/ Shellfish Sanitation
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Heidi Cox
Div. of Water Infrastructure
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
David Harris
NC DOT, State Construction/Materials Branch
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Maria Dunn
NC Wildlife Resources Commission
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Robb Mairs
Division of Water Resources - 401
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

K11r1110.
Coastal Management
ENVIRONMENTAL QUALITY
November 20, 2018
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
J.D. O'Neal
Local Permit Officer
Gregg Bodnar
Major Permits Processing Coordinator
CAMA Permit Application Review
Town of Beaufort / NCWRC
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
Project Location: 2370 Lennoxville Road, Beaufort NC, Adjacent to Taylors Creek
Proposed Project: Proposing to renovate the WRC/Town of Beaufort parking lot for the
existing boating access area.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by December 7, 2018. If you have any questions regarding the proposed project, please
contact Gregg Bodnar, Permit officer at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

JPrepared by:
Kirkman, Whitford 6 Brady, P. A.
Joy 1.aareenCA:p
RTERET COOKY
iL Date 09/03/2009 Time i0:01:00
61i i320334 pane A of 5
NORTH CAROLINA, CARTERET COUNTY
This Instrument and this cardficate are duly filed at
the date and lime and in the Book and Page shown
on the first page hereof.
stsmpa: $0.00
Parcelg: Portion 02 731505175963
Brief Description: Property adjacent to Perry Park
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
NON -WARRANTY DEED
THIS DEED, is made and entered into this lou' day of
August, 2009 by and between Front Street Villa a LLC a North
Carolina limited liability company; E ewatex Properties, Inc., a
North Carolina corporation and 3 ylins Properties, LLC, a Wyoming
;
Ima.ted liability company, herein collectively referred to as
parties of the first part and the Town of Beaufort, a North
Carolina body politic, 215 Pollock Street, Beaufort, NC 28516
hereinafter referred to as party of the second part (it being
fully understood and agreed that any pronoun or other word used
herein shall be conatrued as singular or plural, and of the
masculine, feminine or neuter gender, as the context may indicate
or require);
W I T N E S S E T H:
THAT the parties of the first part, in consideration. of
the am of One Dollars ($1.00) and other good and valuable
consideration to them paid by the party of the second part, the
receipt of which is hereby acknowledged, have bargained and sold,
and by these presents do hereby grant, bargain, sell, and convey
to the party of the second part, its heirs, successors and
assigns, that certain tract or parcel of land situate in the TOWN
OF BEAUFORT, COUNTY OF CARTERET, STATE OF NORTH CAROLINA, and more
particularly described as follows:
SEE ATTACHED EXHIBIT A
600 �a
K -----_-.._._PAGE
RECEIVED
OCT 18 2018
Oculi®MH0 CITY

TO HAVE AND TO HOLD said tract or parcel of land and
all privileges and appurtenances thereunto belonging or in any way
appertaining to the said party of the second part, its successors
and assigns, to their only use and behoof forever.
IN TESTIMONY WHEREOF, the said parties of the first
part have hereunto set their hands and seals the day and year
first above written.
FRONT STREET VILLAGE LLC, a North
Carolina limited liability ompany
BY:
D
l-l� `
C ar elm s Olivei , Manager
STATE OF NORTH CAROLINA
COUNTY OF 't
I, -D MIL am I I'MILIJ a Notary Public of the
County an State aforesaid, artify that Charles Oliver II, whose
identity has been proven b3r satisfactory evidence, said evidence
being:
EK I have personal knowledge of the identity of the
principal(s)
I have seen satisfactory evidence of the principal's
identity, by a current state or federal identification
with the principal's photograph in the form of a:
0 A credible witness has sworn to the identity of the
principal(a);
who is the Manager of Front Street Village LLC, a North
Carolina limited liability company, personally appeared before me
this day and acknowledged that he is Manager of Front Street
Village LLC and that as Manager being duly authorized to do so,
voluntarily executed the foregoing instrument on behalf of said
company for the purposes stated therein. x.
n wI72;E9`.9 my hand and notarial seal, this lb day of
2009.
otary Public: 91(WAAAAJAS1
+
rint Name: �tll�-��V✓�I(210,10AA
OCT 18 2018
DCM-MHD CITY

EDGEWATER PROPERTIES, INC.,✓✓✓ a North
Carolina cp/� n' /
Charles Oliver I , President
STATE OF NORTH CAROL.I(NNA
COUNTY OF �(
I, the undersigned, a Notary Public of lXti4 liY
County, State of North Carolina, certify that Charles Oliver M1
whose identity has been proven by satisfactory evidence, said
evidence being:
I have personal knowledge of the identity of the
principal(s)
❑ I have seen satisfactory evidence of the principal's
identity, by a current state or federal identification
with the principal's photograph in the form of a:
❑ A credible witness has sworn to the identity of the
principal(s);
personally came before me this day and acknowledged that he is
President of Edgewater Properties, Inc., a North Carolina
corporation, and that he, in such capacity and being authorized
to do so, voluntarily executed the foregoing on behalf of the
corporation for the purpose stated therein and in the capacity
indicated.
L�WITNESS my hand and notarial seal, this � day of
POA (IAOr- , 2009.
Notary Public:
Print Name:
I(LG iavvy (� Sfu
Expires:
�OAG=t,.,�„
OC 18 208
DGM-MIAD CITY

SKYLINE PLANNING LLC, a Wyoming limited
liability company
BY:
C arles Oliver II, Manager
STATE OF NORTH CAROLINA
COUNTY OF
I,G711�1.�.14 (pA'YO�� 7S//A,rwCi1 i , a Notary Public of the
County anT Sta e aforesaid, cextIrthat Charles Oliver II, whose
Phar
identity has been proven by satisctory evidence, said evidence
being:
I have personal knowledge of the identity of the
principal(s)
❑ I have seen satisfactory evidence of the principal's
identity, by a current state or federal identification
with the principal's photograph in the form of a
❑ A credible witness has sworn to the identity of the
principal(a);
who is the Manager of Skyline Planning LLC, a Wyoming
limited liability company, personally appeared before me this day
and acknowledged that he is Manager of Skyline Planning LLC and
that as Manager being duly authorized to do so, voluntarily
executed the foregoing instrument on behalf of said company for
the purposes stated therein.
WITNES myhand and notarial seal this day of
1nC 2009. per/
Notary Public: !/VU
Print Name:
\N_
My
3 1 a
OCT 18 2918
DCC- H ITT

EXHIBIT A
Lying and being situate in the Town of Beaufort, Carteret
County, North Carolina and being more particularly described as
follows:
Beginning at a point located the following two courses
and distances from a PX nail located at the
intersection of Lennoxville Road and the former Front
Street Extension said PE nail having North Carolina
State plan cc -ordinates of N=358,169.27 and
E=2,711,856.76 (NAD 183) (1) S 28°27102" E 41.95 feet
and (2) S 17°21'53" W 429.70 feet to the point and
place of beginning. From said point and place of
beginning run thence S 17°21153" W 60.69 feet to a
survey nail located in a bulkhead at the high water
mark of Taylor's Creek; thence N 25°27122" W 14.94 feet
to a point; thence N 62923'21"W 70.98 feet to a survey
nail set in a bulkhead at the high water mark of
Taylor's Creek; thence N 17°21153" E 42.46 feet to an
iron pipe in the former Front Street southern right of
way; thence with the former Front Street southern right
of way S 68°48146" E 80.18 feet to the point and place
of beginning. The above described parcel is shown on
that survey prepared by Powell Surveying Company, dated
December 11, 2008 captioned "Proposed Land Trade and
Use Easement For Front Street Village and the Town of
Beaufort" reference to said survey being made for more
certainty of description. The foregoing described tract
being known as the "Park Parcel".
Grantor reserves an easement over the Park Parcel for the
placement of a fire lane which will serve Grantor's property
located immediately to the north and east of the Park Parcel.
This easement shall run with the title of the properties and
shall be binding on the parties, their successors and assigns.
The location of the fire lane on the Park Parcel shall be
determined by mutual agreement of the parties. Grantor shall be
responsible for all costs associated with the installation,
maintenance and/or repair of the fire lane.
Additionally, Grantor reserves an easement for utilities to serve
its adjoining property within the Park Parcel provided that the
utilities do not materially interfere with use of the Park Parcel
by the Grantee as a public park. Grantor shall pay for the
installation of any utilities and shall restore the surface of
any disturbed area as nearly as possible to its original
condition.
BOOK _ PAGE
OCA 1 9 2018
UCMAMD CITY

- -- ----- -MAJOR PERMIT -FEE- MA' -RIS --
_ Applicant: 10-w f1
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 4351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
11. Public or commercial
development that does not
$400
100% ($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
❑
Major Modification to a
$250
100%($250)
0%($0)
Major permit
III. For development that
involves the filling and/or
LlCAMA
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non -
0
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached can be applied:
III(B). Public or commercial
development, if General
ere
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
applied:
III(C). If General Water
❑
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
E]
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be a lied:
IV. For development that
❑
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Beaufort, C/o NCWRC
2. LOCATION OF PROJECT SITE: 2370 Lennoxville Rd. adjacent to Taylors Creek,
Beaufort, Carteret County
Photo Index - 2000: 42-543 grid (E-16&17), (F-16&17)
2006: 42-6406 grid (R-8), (S-8), (T-8)
State Plane Coordinates - LAT 34042'37.21462 LON 76°37'55.33756
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -10/24/18
Was Applicant Present No
5. PROCESSING PROCEDURE: Application Received —10/18/18
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Beaufort
Land Classification from LUP — Public Institutional with Conservation
(B) AEC(s) Involved`. Public Trust Area, Estuarine Water, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Public/Government
(E) Wastewater Treatment: Existing — Municipal
Planned — reconnect to Town of Beaufort sewer
(F) Type of Structures: Existing — gravel parking, 2 double boat ramps, restrooms,
tennis and basketball courts and wooden boardwalk/picnic
area
Planned — renovate the existing boat ramp parking lot
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
11 (C) High Ground I n/a 1 65340 W 1 N/A 11
(D) Total Area Disturbed: 65,340 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
PROJECT SUMMARY: The applicant is proposing to renovate the WRC/ Town of Beaufort
parking lot for the existing boating access area.
9. Narrative Description:
The Beaufort boating access project is located at 2370 Lennoxville Road in Beaufort,
Carteret County. Lennoxville Road is found by turning right off of Hwy 70 east (adjacent to

NCWRC
Beaufort Boating Access
Page 02
the old Gaskills general store) onto Lennoxville Road. Follow this road for about 1/4 of mile.
The site will be located on the north side of Taylors Creek in this area.
The subject property is 100,318 square feet in its entirety and averages 7' in elevation
above NHW. Currently on the high ground portion of the site is an existing WRC boat
ramp, floating and fixed courtesy docks, gravel parking lot, restrooms and
boardwalk/picnic area. Extending off the high ground, on the most western portion of the
property, over the coastal marsh is an existing 97'X 6' pier with a 20' x 20'
platform/gazebo as well as a shore parallel 8' x 117' boardwalk. Along the west shoreline
is a 25' to 30' fringe of Coastal Marsh that contains Smooth Cordgrass (Syartina
alterniflora) and Sea lavender Limonium carolinianum). The high ground portion of the
track is vegetated with grass and Live Oaks.
The Division of Water Quality classifies this area as SC Waters. Taylors Creek is not a
Primary Nursery Area and is closed to the taking of shellfish. The Town of Beaufort's
Land Use Plan dated 2007 classifies this area as Public/ Institutional with Conservation
within the AEC's. There is no shellfish resource in this area as well as no shellfish leases.
The Federal Channel Setback within this area is 61'. The shoreline has a total length along
the NHW contour of 337'. There are condo units with private docks to the west and a
multi -use facility with marina, dry -stack storage, entertainment venue and inn to the east of
the proposed project.
10. Proiect Descrintion:
Due to the constant regrading of the gravel parking lot, the Town of Beaufort/NCWRC is
proposing to renovate the existing gravel parking area. Some areas will be re -graded, some
removed and replaced with permeable pavers, with other areas paved with asphalt. Per the
applicant this will allow for reduced maintenance as well as improve user experience. The
existing boat ramps, docks and pier will not be modified at tis time.
In order to improve user experience and reduce maintenance the applicants propose to
renovate the existing gravel parking area. They are proposing a partial pervious paver and
partial asphalt parking lot with 43 trailer spaces (includes 2 ADA spaces) and 11 single car
spaces (includes 1 ADA space for a total of 54 spaces. The parking area would be located over
existing grade with a 2 -inch layer of gravel and a 3" layer of asphalt on top. The pervious
paver areas would be 2" thick and 12" to 13" in width and filled with #57 washed stone. All
spaces would be marked appropriately. There would be concrete bands, concrete wheel stops
and a monolithic island placed within the proposed renovation area as well.
would tie into the adjacent Front Street Village sidewalk. All potions of the renovation
would be 40 plus feet above nhw.

NCWRC
Beaufort Boating Access
Page 03
A total of 100,000 square feet of high ground would be graded, filled or disturbed during
the process. The existing impervious surface is 51.2% within the AEC's and would be
reduced to 38.4%. The existing impervious surface for the entire tract is 65.9% and would
be reduced to 45.1 % once the renovations are completed. The impervious within the 75'
AEC would be 29.4% once all work is complete. The applicants submitted the project to
NCDWQ on 10/9/18. Due to the disturbance of 1.5 acres of land the applicant also
submitted plans to the Division of Land Quality on 10/9/18.
11. Anticipated Impacts:
The high ground work would fill/grade 65,340 square feet. No coastal marsh would be
filled or excavated during this project. The renovated parking area has the potential to
reduce maintenance as well as improve user experience at a very busy NCWRC boat ramp
facility.
HEATHER STYRON Morehead City November 8, 2018

elm
ENGINEERING SERVICES SECTION
MAIN OFFICE
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
PHONE: [phone]
FAX: [phone]
SHEET INDEX
CD -0.0
COVER
CD -0.1
SITE INFORMATION
CD -1.0
EXISTING CONDITIONS PLAN
CD -1.1
DEMOLITION PLAN
CD -2.0
SITE PLAN
CD -2.1
LAYOUT PLAN
CD -3.0
GRADING PLAN
CD -4.0
EROSION CONTROL PLAN
CD -8.0
DETAILS
CD -8.1
DETAILS
CD -8.2
DETAILS
CD -8.3
DETAILS
CD -8.4
DETAILS
ELEVATIONS FOR ALL SHEETS ARE BASED ON NAVD 88
LAKE ROGERS DEPOT
1718 NC HIGHWAY 56 WEST
CREEDMOOR, NORTH CAROLINA 27522
PHONE: [phone]
FAX: [phone]
PROJECT
BEAUFORT BAA IMPROVEMENTS
2370 LENNOXVILLE ROAD
BEAUFORT, NC 28516
CARTERET COUNTY, NC
CONTOUR
CULVERT
SILT FENCE
LIMITS OF DISTURBANCE
DIVERSION DITCH
TREE LINE
ROCK CHECK DAM
RIP RAP APRON
SEDIMENT PIT
SKIMMER OUTLET
DISTURBED AREA - 1.5 ACRES
FXI.qTINC� Ppnpn-gpn
a®®VIVI CAS ®®®
e
o s � � •
® SEAL o
27892
® a
CAMA PERMIT
SUBMITTAL
VICINTY MAP
f ,\
US 70/BEAUFORT BYPASS LENNOXVILLE ROAD
J Smith
o
o _
•.�� .. ^6.J, ':. _�,.. Frtedem Yaps
Q W141 CIQa331 s`
BEAUFORTQ .1""Iel':
Fn Lbzfw V a
F $tt Idlay
exd a..w
C-,
FRONT STREET
SCALE: NTS ROJECT SITE
z N
O
Lo
Ln Q N
o�zo
0 D� 0
UW p
W p = p
C) � Z Q rn
W W N
W
Y r o
O ¢ U 0-
W
LLz
-� W
U Z
W
W U
aW
_0 o
O> W W U o o ami
QWUCDZaiai a
U cn LLu
ZLLQ=rn 0)�2p j
O W Q N J 0 X
�Q
z ��aYn'U-
Q-� N
=Z W
Wo
O CC O
Za w
z
a
Q z
m 0
!-- F—
Q
O z
LL U O
� z U
W z _z
m C) F--
w x
1 W
Q
U
Date: 913/2018
File Name:
B&UF0Ri917SR.DN
Surveyed: WRC
Designed: SPB
Drawn: SPB
Approved:
ShNt No. CD -0.O

PARCEL BOUNDARY
CARO .00
moose***** �41, J*
Is 0 Oa
LENNOXVILLE ROAD 1110
EX. EDGE OF GRAVEL tv
SIR 1310
SEAL
27892 f
• II i ` -EXISTING CONCRETE STOPS 8
do
Ift
SEAL
7NC R E T E, T,\,, PH," E E L go
iee
4, s
,INS'
EXISTING PAD MOUNT TRANSFORMER, TO REMAIN
A tpXSo.Go
;N%
Co O* ,
---"EX. GRAVEL PARKING -\—,I ` ���\• \
/ I '75' AEC --__/ 30' CAMA z
BUFFER • 0
Lo
_ J \
U, 0 1­
cf) C\1
Ce)
EX. CONCRETE o 0
HANDICAP PARKING T,
0
L) Lij
�o
CD M: 0
UJI
EX. TWO RAIL FENCE
Z # Uj LU
0 00 C) 2 W
0
LIVE OA � TREES TO REMAIN, 0 0_1
<
U)
/ I CONTRACTOR TO USE CAUTION
WHEN 7ORKING NEAR TREES / �� w/:
• / oz W
2 LLI
'EX, SIDEWALK
j z
W
LLI
0 N
U)
W
W/: 0 :�. \ W
z
EX. EDGE OF GRAVEL
_J > 0 o
0 >
UW) c)
<
U) LL
LL
Z 0 <
0
o o
0 LU <
z a 2iW a- U_
EX. GRAVEL PARKING 0
0
S2
02
Lo\
Z 2
0
>
x
\\WCU
• 000 VE OAK TREES lib REMAIN, - ' \ • -
EX RESTROOM BUILDING CON,RACTOR TO USE\CAUTION
0 TO REMAIN WH N WORKING NEAP TREES ti .• •..- ` /`/////i�// � ./ ;
4.
0
0
7
IV
ST
01/
Aw
EX. TREE (TYP.) o /o
EXISTING LANDSCAPE TIMBERS
EX. SIDEWALK
0 40 80 120
Scale 1 40'
75' AEC-----_/
30' CAMA
BUFFER
`—EX. WOOD BOARDWALK
X
�
00
NORMAL HIGH WATE R LINE
z
a_
0
z
0
0
0z
LL 0
0
Wz
(D
=3
z
Co
C:)
C/)
><
LIJ
cr.
LL,
LLJ
ol
Date: 911312018
File Name:
BEWFORT917SUM
Surveyed: WRC
Designed: SPB
Drawn: SPB
Shoot No. CD -1.0

PARCEL BOUNDARY EXISTING CONCRETE WHEEL STOPS TO BE TAKEN UP BY `,4®1§e,1,s®8r
CONTRACTOR AND STOCKPILED DURING PARKING RE–GRADING e9,�`,�" CAR�,0'�, 0�i
\ AND PERMEABLE PAVEMENT INSTALLATION. EXISTING WHEEL mss` Q` •®.••••e•, 0
LENNOXVILLE ROAD �oo� STOPS MAY BE RE–INSTALLED AFTER PAVEMENT IS ®` Of •,
SR 1310 ��` _\ EX. EDGE OF GRAVEL COMPLETE. BROKEN OR DAMAGED WHEEL STOPS WILL BE
• ` sLIMITS OF DISTURBANCE DISPOSED OF OFF–SITE BY CONTRACTOR _ , SL e
27892
00, O °� \ LIMIT REMOVAL OF EX. GRAVEL WITHIN � + we
LIMIT 00
AREA IMMEDIATELY ADJACENT TO TREES. a, �0
.
o° ALTERNATE #4 – LOOSEN EX. GRAVEL �s,�si ••:;�N..`��i,,�.
• O IN AREA OF NEW LANDSCAPE ISLAND �N p, gP00
DEMO LANDSCAPE ISLAND o0� �\
O \p \ 75' AEC
/ O �,/ 30' CAMA
I \ BUFFER o N
O `O
L°D _ J / N �3�
\ — _ EX. HANDICAP PARKING/TO REMAIN \ D_ (0 N
0 (ozq
UO w 0�
\1 / w o=0�
DEMO TWO RAIL FENCE e \ 0 0 o
z
w
LIVE OA TREES TO REMAIN, \ o Q � � =
/ O CONTRACTOR TO USE CAUTION ) 3 w
• CONTRACTOR TO REMOVE ALL / WHEN 7ORKING NEAR TREES ' .' t O �� w
EXISTING PARKING SIGNS AND n o w
POSTS, EXCEPT HANDICAP / O / EX. SIDE�h`ALK 0_ � w
/ PARKING SIGNS / 1 O O / `Uj
n w
C3) 0C
EX. EDGE OF GRAVEL o / I 1 \ / \ / z w v �°
U > L
Lu
LIMIT REMOVAL OF EX. GRAY L WITHIN \ �.;..: ti ;ti J v of LL
/ \ / AREA IMMEDIATELY ADJACENT AO TREES. \ / z o2 w
ALTERNATE #4 – LOOSEN EX. GRAVEL Z N o X
\ / IN AREA OF NEW LANDSCAPt
ISLAND I ° / / °z o a
• �o / WITH SPADE
a
LIVE OAK TREES TO REMAIN, /_ // / z x W o
•
000 CONTRACTOR TQ USE CAUTION
~\:`
WHEN WORKIN NEAR TREES
-4
• o EX RESTROOM BUILDING
TO REMAIN �. .� ti . a ..
TREE PROTECTION FENCE
FRO to�
too
NT STREET `�
to
00
01/
LIMITS OF DISTURBANCE �` ���` / o ° // ca
�-
DEMO EXISTING LANDSCAPE
TIMBERS \ ` \ EX. SIDEWALK EX. WOOD BOARDWALK U ~
� . � � � •= Z 0
NOTE: THERE ARE EXISTING UNDERGROUND UTILITIES LOCATED \� I Q
ON THIS SITE. CONTRACTOR TO HAVE EXISTING UTILITIES 0W Z W
MARKED BY NORTH CAROLINA 811 PRIOR TO BEGINNING ANY I m O 0
EXCAVATION WORK. I
75' AEC �, \
CC
1UL
NORMAL HIGH WATER LINE Date: 9/93/2098
/ 30' CAMA Fide Name:
/ eDsurotrzrsnsRo
® HD CITY BUFFER W
C
40 0 40 80 120 Designed: SPB
Drawn: SPB
Approved:
Scale 1" = 40' Shmt No. CD -1.1

PARKING COUNTS
EX SITE
TRAILER - 34
CAR - 16 (APPROXIMATE)
PROPOSED
TRAILER - 43 (2 ADA)
CAR - 11. (1 ADA)
EDGE OF EX.
ASPHALT
PAINTED RIGHT
TURN ARROW
EDGE OF ASPHAL _
RE:2/CD-8.0
CONCRETE BAND
RE:2/CD-8.2
MULCH AREA
/ •f`ASPHALT PVMT'ti
0
WHEEL STOP (TY\
EX. CONC. WHEEL STOPS IN GOOD \
CONDITION MAY BE REUSED. \
CONTRACTOR TO PROVIDE
ADDITIONAL WHEEL STOPS AS
NEEDED.
ooh%�.
�io��ioioioioioioioi0�0o�•�`...
�ioi``Oiioi•:Oioioi�.:��'ioi�i�ii`.. .
i�ioi`:•iioiooii�ioioMEN
�`i�oi`�ii`..
�oo���•••�•fo��•ooA�ooOC♦/♦•. � 1 .
�oi•�oi`Oioioi�:•��oo �0000000eooi•oo��.
V
�ioo�0000!ioioi`e0000000000000O�Oo�ioc0!�:0•`�`i. .
0000��o0•��O00000�00•ooO�O0000000��o00ot00000•�DOooO•�0oi•,..�, • � a
�oo�o�o°i�i��oi�boioioioi�i�ioi0oo�i�ioi!�•�oioi`�ioioioif��oioioioi�f!-'''ioi�i`�'.
'♦'♦,'•off:?:�:?:!:!:?: �=!:!=!:!:!:!:!i�=!:!:!:•:!:!:!:��!=!=!:!:!:!=!=! �:!:!:!:•:!:!!:�.� �
L 01
CONCRETE BAND
1 A ■
PERVIOUS
• ■ 1 1 ■
11010 6314 SF
CONCRETE BAND
RE:2/CD-8.2
101
TWO RA
PERVIOUS PAVEMENT AREA #1 - 3141 SF RE:2
RE: 1/CD-8.2
TREE PROTECTION FENCE ALONG LIMITS OF DISTURBAIN"IL-
�` ASPHALT PVMT'ti
j
MULCH AREA
PERVIOUS PAVEMENT AREA #2 - 2121 SF
RE: 1/CD-8.2 LIMITS OF DISTURBANCE
STRIPED WALKWAY'
CONCRETE
\BAND -I
TWO. RAIL FENCE�j :
RE:3/CD-8.2
AREAS SHOWN TO BE MULCHED
MULCH AREA WITH RECEIVE 2" LAYER OF TRIPLE
SHREADED HARD WOOD MULCH
LAW ENFORCEMENT PARKING SPACE /
75' AEC -�30' CAMA
\ BUFFER
�`'•' \ EX. HANDICAP PARKI/ /
�D�
1111#0 1p
`N CARO
®fie �, 0009•'. f I
w .•'•• % ss
•
: AV
• A 9 s
'SEAL e
/j2, 7/892
s 0i '7 �f vIr a A
do
Q►
�.,1,,�c'tN P.5
0111*91111100% B' ,eee
LIGHT POLE
_ •�ASPHALT PVMT'�� .�..... 4NC.
EX. APRON
TWO RAIL FENCE
,, RE:3/CD-8.2
H/A \C
PARKING
SIGN
PARCEL AREA - 100,318 SF
EXISTING RESTROOM BUILDING -
EXISTING MEASURED IMPERVIOUS - 66,152 SF (65.9%)
IMPERVIOUS APPROVED ON 2009 CAMA PERMIT - 66,100 SF (65.9%) EXISTING SIDEWALK
0
i -ASPHALT Mf
400 / ;� • tie.. ,� / 4.
/ / : �:...ti.. • ..,.: 0000 / �
°a
o o
I /
I
I
TOTAL IMPERVIOUS, BEFORE EXCLUDING PERVIOUS PAVEMENT AREAS - 56,867 SF (56.7%) PAINTED ARROW (TYP.) J
PERVIOUS PAVEMENT AREA TO BE INCLUDED IN. BASE BID - 11,576 SF NEW SIDEWALK, 5' WIDE
/ � l
TOTAL PROPOSED IMPERVIOUS WITH BASE BID PERVIOUS PAVEMENT DEDUCTED AT 100% - 45,291 SF (45.1%). RE:1 /CD -8.0 /
TOTAL IMPERVIOUS AREA WITH BASED BID AND ALTERNATE AREA PERVIOUS PAVEMENT DEDUCTED AT 100% - 37,368 SF (37.2%) EX. RAIL FENCE TO REMAIN
1
EXISTING IMPERVIOUS WITHIN AEC - 6807 SF (29.5%)
PROPOSED IMPERVIOUS WITHIN AEC - 6788 SF (29.4%)
75' AEC �30' CAMA /
BUFFER
40 0 40 80 120
Scale 1" = 40'
MONOLITHIC ISLAND
RE:1 /CD -8.1
NORMAL HIGH WATER LINE
0
BASE BID WILL INCLUDE n
AN ALLOWANCE OF 150CD
TONS OF NEW ABC
STONE TO ASSIST WITH
REGRADING THE Q �
PARKING. LOT �
.0
z N
O I-
tn O �'
L a.
ti
❑ m Z
tOj W O�
W O=0a�
�U❑ ai
co
c
O Y 0
W ¢�Ua.
�z
J O
z
co U
to
Z Uc�o�`- a
00
J V � N � � O
W W U r2r"D N
Q W2 0 z rn rn a
U fn LL. -j.- r
Zu-Q=rnrn
O W c
Y) c) J c
O X
O.:WQ�Q c cis
Za:E tau.. 3�
Q�ME � N
oLd0
Z< n
U ¢
a
a
m
H
Q
_o
w
LL Z
z N
O I-
tn O �'
L a.
ti
❑ m Z
tOj W O�
W O=0a�
�U❑ ai
co
c
O Y 0
W ¢�Ua.
�z
J O
z
co U
to
Z Uc�o�`- a
00
J V � N � � O
W W U r2r"D N
Q W2 0 z rn rn a
U fn LL. -j.- r
Zu-Q=rnrn
O W c
Y) c) J c
O X
O.:WQ�Q c cis
Za:E tau.. 3�
Q�ME � N
oLd0
Z< n
U ¢
a
a
m
H
Q
O
w
LL Z
�-
D
_a
w
O
U
W
Q
U
Date: 9113/2018
File Name:
BE4UF0R7817SR.DWG
Surveyed: WRC
Designed: SPB
Drawn: SPB
Approved:
Shoat No. CD -2.0

of®tlo/ol®oi�iB�
��*o .�N (BAR® of 'It..
p 5 MIN. 4000 PSI , ••4.
c
CONCRETE
, �• SEAL r
p a a� � (PLACED IN U� FAfC�ESCOURSE ASPHALT � '
27892 • s
4'p ;. / : o
COMPACTED Z �l ��l` Q.•.'
SUBGRADE '�� tri. 677; NE�•'
III III III III II
0�i `'CIV P. 6P'N�'``®`�
00��tltllllttttnt5
0 0 o p o 0 o p o 0 o EXISTING STONE WILL BE SCARIFIED TO A
DEPTH OF 2" AND -FINE GRADED AS
SIDEWALK NOTES: o CCS2o z N
1. CONSTRUCT CONCRETE SIDEWALK 5' WIDE UNLESS OTHERWISE �— REQUIRED TO PROVIDE POSITIVE DRAINAGE pLo
DENOTED ON THE PLANS. AND FINAL PAVEMENT ELEVATIONS SHOWN �5 O �
ON THE DRAWINGS. w 3:v co
2. PLACE A GROOVE JOINT 1 DEEP WITH %8 ' RADII AT 5 INTERVALS. ❑ cm z o
ONE %2" EXPANSION JOINT REQUIRED AT 50' INTERVALS AND WHERE o x
SIDEWALK JOINS ANY RIGID STRUCTURE.I I I I z O
J. L CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF o o cm
4000
4. BROOM FINISH SIDEWALKS. Y co w o
5. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.89. w - 0 a
EXISTING SUBGRADE
U-z cr-
�o
oW w
?� U U
Q cq n co
zw Cr--mo cm
BASE BID WILL INCLUDE :jv > NC o
AN ALLOWANCE OF 150 W w w U ti Ic a'
TONS OF NEW ABC v (n J Z
STONE TO ASSIST WITH s z o c
REGRADING THE W ? o w =
PARKING LOT f
1/CD-8.0 2/CD-8.0 o w Q z n 2 h aLL 3
CONCRETE SIDEWALK ASPHALT PAVEMENT
NOT TO SCALE NOT TO SCALE
=Z Uo
U
MM
ME
EXISTING WHEEL STOPS THAT Za
U ¢v
ARE IN GOOD CONDITION MAY
BE REUSED
VARIES CONCRETE WHEELSTOP
- 9 WIDE X 5" TALL X 6' LONG
EDGE OF PAVEMENT SEE - TWO -Y4" THRU-HOLES FOR ANCHORING .
DETAILS - REINFORCED WITH 2 - #3 BARS
PARKING LOT 2.67 R3.5
5.33 52
a
29.5'. 1' m
INSTALL WITH FRONT EDGE OF #4 REBAR, 2' LONG 5.33 0.33 f ~ J
WHEEL STOP AT PROJECTION 2 PER WHEEL STOP 1.17 Q
OF END OF PARKING SPACE 3 O
INSTALL WITH EDGE OF WHEEL Q 3,34' � LL V W
STOP AT EDGE OF PAVEMENT a. � Z Q
O a
5.33 1 ' 5.33 W z
in
27'
w
DIAGONAL PARKING 90' PARKING — NO SIDEWALK 90' PARKING WITH SIDEWALK W
RECEIVED
Date: 9113/2018
p File Name:
OCT ,1 & Z O 10 BEWFORT917 SUM
Surveyed: WRC
3/CD-8.0 4/CD-8.0.0CI�/i-,� Designed: SPB
5/CD-80CiTy
�� Drawn: SPB
WHEEL .STOPS PAINTED TURN ARROW PAINTED STRAIGHT ARROW Approved:
NOT TO SCALE NOT TO SCALE NOT TO SCALE Sheet No. CD-8.0

_ e0®f1i1t1/��,I
ASPHALT PAVEMENT s,
N Ci
s �
MONOLITHIC ISLAND PERMEABLE PAVEMENT
GRID 41 %
SEAL° w
s s
2789 e w
°� �r� •e
1.5 `
�A
ASPHALT PAVEMENT 2„ g„ 0.15' �` i N P 8�`�,
611
SIDEWALK / �O / / i�e�til����+��
3"
11I 1 \\/
\ 0 04
W > N r
!co f > Z
/ / / / / / \/\\/Lo
W (Do
/. /. ° Z w
W00
W c
O Q0
#57 STONE BASE
W ._I r U d
STONE BASE W
2/CD-8.1 GRASS SWALE J o w
SWALE BETWEEN PARKING LANES P z
NOT TO SCALE OW W
U
z W U S r
Z U � ti o o m
0 — � N t� f� O
VAN ACCESSIBLE -��FAN W W W W U� a
AS REQUIRED SIBLE a' < of uU- z °' °'
U
�Ur O�W N C
RESERVEDo wQ N Q° X
1/CD-8.1 R7-8 SIGN, BOLT TO POST PARKING z ❑ 0� a u
MONOLITHIC ISLAND W/ 3/8" CADMIUM PLATED
NOT TO SCALE BOLTS, NUTS, AND
Q �v z
WASHERS. xz WS
N
09 02
Z Q W O
U
1. ALL SIGNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE NOTE: SIGNAGE TO PER
N.C.S.B.C. DETAILS R7-8 MAXIMUM n
O
LATEST PUBLISHED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL & R7-8D CONDITION 1:
DEVICES (MUTCD), THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION GS 20-97.8 PEDESTRIAN PATH
(NCDOT) STANDARD CONSTRUCTION DRAWINGS. DOES NOT PASS
2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY UNDER OR AROUND
STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLECTIVE N SIGN.
MATERIAL, EXCEPT STOP SIGNS STOP SIGNS SHALL BE CONSTRUCTED OF
Hl-INTENSITY GRADE MATERIAL ON A 30-INCH BY 30-INCH OCTAGONAL STOP o 0
SIGN BLANK. NCDOT STANDARD , CONDITION 2:
LT "U" GALVANIZED "U" o o PEDESTRIAN PATH
J. ALL SIGNS, EXCEPT HANDICAP ACCESSIBLE PARKING, SHALL BE MOUNTED INA 3 LBIz z
MANNER THAT THE BOTTOM OF THE SIGN IS A MINIMUM OF SEVEN FEET (7-FT) CHANNEL POST CHANNEL POST o GOES BY, UNDER, OR Q
AROUND SIGN. Q
ABOVE GROUND LEVEL. m
4. GROUND MOUNTED SIGN POSTS USED TO INSTALL SIGNAGE, EXCEPT FOR U
HANDICAP PARKING SIGNS, SHALL BE 12 FEET LONG AND CONSTRUCTED OF 14 12" ROUND CONC. ~ -j
GAUGE GALVANIZED STEEL "U" CHANNEL POSTS OR TWO INCH (2-1N) GALVANIZED FOOTING SLOPE TO Q
SQUARE STEEL TUBING. ALL GROUND MOUNTED SIGN POSTS SHALL HAVE 3/8TH DRAIN O F_
INCH -HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE INCH (1-IN) 7' ILL Z WO
SPACING FOR THE ENTIRE LENGTH OF THE POST. MIN. PAVEMENT OR. GROUND
5. GROUND MOUNTED SIGN POSTS, EXCEPT FOR HANDICAP ACCESSIBLE PARKING, W Z
SHALL BE DRIVEN TO A MINIMUM OF 30 INCHES BELOW GROUND LEVEL. ALL POSTS _ _ I �O
SHALL BE PLUMBED AND LEVELED AS THE POST IS INSTALLED. °
6. SEE HANDICAP PARKING SIGN DETAIL FOR REQUIREMENTS FOR HANDICAPLLJ
PARKING SIGNAGE. - I I _ I ' � E—
FINISH GRADE RECEIVED
=lIIIIIIII IIIIIII
11-1 I I 1-1 11 - OCT 18 2 018 v
'i :,Ill III- Lo-
I. cv Date: 913/2018
N DCIYI—MHD CITY File Name:
BFAUFOMUSUM
: -I
GENERAL NOTESI I Surveyed: WRC
Designed:
SPB
3/CD-8.1 4/CD-8.1 Drawn: SPB
SIGNAGE ADA SIGNAGE 1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES Approved:
SHALL BE IDENTIFIED BY ABOVE-GROUND SIGNS. Sheet No.
NOT TO SCALE NOT TO SCALE CD-8.1

ASPHALT PAVEMENT, TIE FLUSH TO CONCRETE BAND
16
8'
F n
TOOLED OR SAWED CONTRACTION JOINTS AT 10' O.C.,
�4
C'.A�®��0
0 0
PERMEABLE GRID PAVERS, FILL CELLS WITH #78 WASHED STONE
CONTRACTION JOINTS MUST BE AT LEAST 3" DEEP
�H„
CONCRETE
`e`we
BAND
AT EDGES WITH NO BAND, WRAP FABRIC
11-5"
4x6 RAIL
6x6 FENCE
UNDER GRID A MINIMUM OF 6”
GROUN
- a SEAL
• 27892
-
LEVEL
/� a
014 INS $a
\ \
�;' �'L��► 8 P
P. o.
z N
0 ,N
COMPACT SUBGRADE BENEATH CONCRETE
DO NOT COMPACT SUBGRADE BENEATH
PLAN" EXPANSION JOINTS AT 30' O.C. AND
��—' W 0 co
BAND AND ASPHALT PAVEMENT
PERMEABLE PAVEMENT. SCARIFY SUBGRADE
ADJACENT TO ALL RIGID OBJECTS. USE
❑ ro Z q
U)
IMMEDIATELY BEFORE INSTALLATION OF FABRIC
JOINT FILLER TO FORM EXPANSION JOINT.
,�
0 W 0 r2
� 0 rn
PERMEABLE GRID SPECIFICATION
8" #57 WASHED STONE
U
z
—co W c
0 n
GRID TILES WILL BE 2" THICK AND 12" TO 13" IN WIDTH AND
-
cn U
LENGTH. EACH TILE WILL HAVE 25 INDIVIDUAL CELLS. GRID
INSTALL 8 OZ. NONWOVEN FABRIC UNDER #57 WASHED
}
w
TILES WILL BE MADE FROM 100% RECYCLED LOW DENSITY
STONE AND WRAP UP SIDE OF CONCRETE BAND AND
1'
0 w
POLYETHYLENE WITH UV STABILIZERS. TILES WILL RATED TO
AROUND FREE ENDS OF WASHED STONEv
w
SUPPORT A MINIMUM OF 35 TONS PER SQUARE FOOT
w
cn
(UNFILLED). GRID WILL HAVE A MINIMUM WEIGHT OF 2.0
POUNDS PER SQUARE FOOT. INDIVIDUAL TILES WILL CONNECT
w�
ao�
Z > o o -
1
�2
TO ONE ANOTHER BY TABS AND SLOTS FORMED INTO THE
8 OZ. NONWOVEN FABRIC SPECIFICATION
NOTES:
0 >w w v
W
TILES (NO CLIPS REQUIRED). MATERIAL WILL BE RESISTANT TO
MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) — 205 LBS
1. BAND SHALL BE CONSTRUCTED WITH 4000
PSI CONCRETE < W 2 Z o'
AMMONIA, ACIDS, STREET SALT, ASPHALT, GASOLINE, AND
MINIMUM PUNCTURE STRENGTH (ASTM D6241) — 525 LBS
ISOMETRIC 2. SURFACE SHALL BE GIVEN A LIGHT BROOM
FINISH = z 0 Q �' °'
PETROLEUM DISTILLATES.
MINIMUM APPARENT OPENING SIZE (ASTM D4751) — 80 US SIEVE
z C:, J C
1/CD-8.2
MINIMUM WATER FLOW RATE (ASTM D4491) — 90 GAL/MIN/SF
2/CD-8.2
O w Q Q .� - �
Z❑2i 0�au_ 3
PERVIOUS PAVEMENT
MINIMUM UV RESISTANCE (ASTM D4355) — 70% RETAINED AT 500
CONCRETE BAND
NOT TO SCALE
HRS
NOT TO SCALE
aWZ
o
PROFILE - TYPICAL SECTION
ASSEMBLY ONION HEAD POST DETAIL
=Z
Ox
Z
o�
(PLAN VIEW) SIDE
FACE
" HOT—DIPPED
GALVANIZED HEX ��
HEAD UNIT " HOT—DIPPED 2 "� 5 3/4 "
GALVANIZED FLAT
WASHER � }
5/8 " HOL
6'x6" FENCE Q
POST Q
m
POST J
REMOVED PORTION Q
4'x6"
LLFENCE RAIL 6x6 PO
z f�
4 x6 FENCE RA " E�> 4
W
m �
12"0 CONCRETE REMOVED PORTION U
FOOTING (TYP) LU
HOT—DIPPED Q
NCWRC WILL SUPPLY FENCE RAILS, GALVANIZED U
TIMBER BOLT
POSTS, AND FASTENING HARDWARE. RECEIVED Date: 9/13/2018
CONTRACTOR TO INSTALL FENCE.
File Name:
BFAUFORi817SR. M
Surveyed: WRC
18 Designed: SPB
3/CD-8.2 OCT l! 2018 Drawn: SPB
TWO RAIL FENCE Approved: NOT TO SCALE DCM-MHD CITY Shoot No. CD -8.2
16
8'
F n
n
0 0
0
1'-6"
3.8'
0 0
0
11-5"
4x6 RAIL
6x6 FENCE
GROUN
LEVEL
END
POST
" HOT—DIPPED
GALVANIZED HEX ��
HEAD UNIT " HOT—DIPPED 2 "� 5 3/4 "
GALVANIZED FLAT
WASHER � }
5/8 " HOL
6'x6" FENCE Q
POST Q
m
POST J
REMOVED PORTION Q
4'x6"
LLFENCE RAIL 6x6 PO
z f�
4 x6 FENCE RA " E�> 4
W
m �
12"0 CONCRETE REMOVED PORTION U
FOOTING (TYP) LU
HOT—DIPPED Q
NCWRC WILL SUPPLY FENCE RAILS, GALVANIZED U
TIMBER BOLT
POSTS, AND FASTENING HARDWARE. RECEIVED Date: 9/13/2018
CONTRACTOR TO INSTALL FENCE.
File Name:
BFAUFORi817SR. M
Surveyed: WRC
18 Designed: SPB
3/CD-8.2 OCT l! 2018 Drawn: SPB
TWO RAIL FENCE Approved: NOT TO SCALE DCM-MHD CITY Shoot No. CD -8.2

CARO a
FILTER OF N0. 57 STEEL FENCE POST ` ••• ,%
WASHED STONE WIRE FENCE
(REPLACE AS . HARDWARE CLOTH Maintenance
do
1. Inspect sediment fences at least . •:
NECESSARY) PLAN VIEW FILTER OF NO. 57 FILTER FABRI ' SEAL ' •
once a week and after each rainfall. " � _ •
WASHED STONE (REPLACE OG WIRE, 12 GAUGE MIN., 4x4' . •
AS NECESSARY) FILTER FABRIC Make any required repairs immediately. SUPPORT FENCING 0 27892
ON GROUND 2. Should the fabric of a sediment `• 1 gIts//s
WATER FLOW t fence collapse, tear, decompose or ATE8LFPOSTS. % •./V� ��,�.• `ate
L become ineffective, replace it promptly. ET
MAXIMUM SPACING �i�� ••••jN•'• ��`,a
J. Remove sediment deposits as i
necessary to provide adequate storage { ,'����� ZN P• P
{� BURY WIRE FENCE---'
volume for the next rain and to reduce Iflllfl�!
AND HARDWARE CLOTH pressure on the fence. Take care to
avoid undermining the fence during
r� SECTION cleanout. _ z0 N
4. Remove all fencingmaterials and ~
- o
�.
........ ............................ unstable sediment deposits and brie a N r
L
n P 9
... .. FILTER FABRIC ON GROUND -
U ch
the area to rade and stabilize it after .i �i•,•�� o 0
9 _ �z
............ III -1 Un � - f�
• • ......... • .... . • .. • • • . • . • • the contributing drainage area has been _ O
....... ......... ................ ........... ill -111-_I_;
................. Maintenance properly stabilized. i- - v w O
P P y
.............................................. ............... SILT FENCE -I I 1-11 �_ `::::: rn
..........
Inspect silt fence outlets at least -ill-III = Q w o = o
once a week and after each rainfall. "' -1I1=Iii- c� �z o
END FILTER FABRIC HERE Make an required repairs as needed. �, -III-III-, : ' w _ w z w
y q P 6 WIDE X 8 DEEP MIN i- - D m w
-III- I_i_ :•.•::::::.::..::::: _ �N Y r o
4' MIN.. Remove sediment as necessary to NOTE.' REMOVE TRENCH. FILL AND COMPACT =III --_III - :::::......:::::::.... w Q
provide adequate storage volume for SEDIMENT THAT SOIL OVER FABRIC 11=II_I=1iI-.:....::• W
subsequent rains. When the ACCUMULATES INI-i III= :....: w
contributIn draina e area has been 1-III=I_i_ LL z
Ing g FRONT OF FENCE. = I I� III GROUND O W
adequately stabilized, remove allREPAIR OR �' I=11 SURFACE F' z
.T'r=r•� �• -;-' -t �.r��ri . , h a;;r -{ rtI ��1-i, , �_• ':rt, rI L, -1, F r, -1-LI r -,f{ ...
w U)
materialsand an unstable soil, and REPLACE ANY rr
either salvage or dispose of 't DAMAGED FENCE1
Uw
properly. Bring the disturbed area POSTS DRIVENt-
_ _ to proper grade, then smooth and 18 INTO GROUND
li- 1— f', {, 1 -�,. ,i, d O > w w o o ai
;.� .4 ;1...'
compact it. Stabilize areas around 0 I� ,�
- �+ LU rn rn a
" -11t _ the outlet.
ILL - -1-i iIli Tl.. - i , F - • LLQ = M 0
J_..I -I-'i. {. .{. I' if-- .t i. j .j 1 J11. LI Z ('
#� . f �I +k� iii -� . -i •'. -� ,.}:L .tom.,.., . ..3.., ,t t: t-1� -�,. LiT �+� , 6 FA B R I C FLAP O N = o �
TRENCH BOTTOM C7 hi
WIRE FENCE TOP OF SILT FENCE MUST BE o w Q � ¢ L
HARDWARE CLOTH AT LEAST 1' ABOVE THE TOP z 0 :E r W °- L`- 3
-
STEEL FENCE POST SET MAX. 2' APART OF THE WASHED STONE
FRONT VIEW a _WZ
1 /CD -8.3 2/CD-8.3 o a 02
Za Wo
SILT FENCE OUTLET SILT FENCE
NOT TO SCALE NOT TO SCALE
EXISTING RAMP/APRON
12" DIA. DUCTILE IRON DOME ' GRATE
INSTALL CLASS B RIP RAP, 8" THICK,
BETWEEN EX. SIDEWALK AND EX. RAMP,
INSTALL NONWOVEN GEOTEXTILE FABRIC Q
oaa�o 12" DIAMETER PVC DROP INLET BASIN- UNDER RIP RAP, GRADE RIP RAP TO HAVE Q
DEPRESSION LOWER THAN ADJACENT m
SIDEWALK �-- U)
J
6" DIA. CORRUGATED DOUBLEO <
WALL HDPE PIPE
EXISTING SIDEWALK LL Z LLI
D
. Q
LU
W
W
Uj
RECEIVED U
CONNECTOR TO ACCEPT 6" CORRUGATED HDPE PIPE CROSS SECTION Date: 9113/2018
OCT 1 g 2018 File Name:
INSTALL 4" LAYER OF GRAVEL UNDER BASIN BEAUFORT917SR.DN
Surveyed: WRC
3/CD-8.3 4/CD-8.3 E)CM_M H.D Designed: SPB
�' 1 �' Drawn: SPB
DROP INLET RIP RAP LINER Approved:
NOT TO SCALE NOT TO SCALE ShWNo. CD -8•3

1. OBTAIN EROSION CONTROL PERMIT FROM NCDENR LAND QUALITY SECTION. POST LAND DISTURBING
PERMIT AT THE SITE.
2. OBTAIN ALL OTHER REQUIRED FEDERAL, STATE, AND LOCAL APPROVALS AND PERMITS NECESSARY
TO BEGIN AND COMPLETE THE PROJECT. OBTAIN ALL PERMITS PRIOR TO BEGINNING ANY DISTURBANCE
ON THE SITE SO WORK WILL NOT BE INTERRUPTED.
3. SCHEDULE AND HOLD A PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING
ACTIVITIES. THIS MEETING SHOULD BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY
RESPONSIBLE PARTY, ALL INVOLVED CONTRACTORS, AND THE DESIGN TEAM.
4. INSTALL SILT FENCE PER THE APPROVED EROSION CONTROL PLANS. LEAVE EXISTING GRAVEL BASE
IN PLACE AT THE ENTRANCE FROM LENNOXVILLE ROAD UNTIL END OF FINE GRADING PARKING LOT FOR
PAVEMENT.
5. INSTALL STORM DRAINAGE PIPE AND INLET. IMMEDIATELY STABILIZE THE AREA DISTURBED BY THE
STORM PIPE INSTALLATION.
6. CUT EXISTING STONE BASE AS REQUIRED FOR PERMEABLE PAVEMENT INSTALLATION. INSTALL
CONCRETE RIBBON CURB ALONG PERMEABLE PAVEMENT AREAS. INSTALL PERMEABLE PAVEMENT. FINE
GRADE ASPHALT PARKING AREAS.
7. SILT FENCE SHALL BE RELOCATED AS NECESSARY TO ENSURE THAT NO SEDIMENT LEAVES THE
SITE.
8. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN THE TIME FRAMES SHOWN IN THE
STABILIZATION TIME TABLE FOLLOWING COMPLETION OF ANY PHASE OF CLEARING, GRUBBING, OR
GRADING.
9. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION
PROPERLY. THE PERSON RESPONSIBLE FOR EROSION CONTROL WILL OVERSEE THE INSPECTION AND
MAINTENANCE OF THESE DEVICES. MEASURES SHOULD BE INSPECTED WEEKLY AND AFTER ALL RAIN
EVENTS. SEDIMENT SHALL BE REMOVED FROM DEVICES WHEN SEDIMENT DEPTH IS ONE HALF OF THE
TOTAL DEPTH OF THE CAPACITY OF THE DEVICE. EROSION CONTROL DEVICES SHALL BE REPLACED
WHEN DAMAGED OR DO NOT APPEAR TO BE WORKING PROPERLY. THE CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING WRITTEN RECORDS AND REPORTS OF WEATHER, RAINFALL, EROSION CONTROL
MAINTENANCE, ETC. IN ACCORDANCE WITH THE NPDES PROGRAM AND PERMIT.
10. IN ADDITION TO INSPECTIONS MADE BY THE CONTRACTOR, THE OWNER, THE FINANCIALLY
RESPONSIBLE PARTY, OR THEIR AGENT MUST CONDUCT INSPECTIONS IN ACCORDANCE WITH NCDENR'S
SELF -INSPECTION PROGRAM FOR EROSION AND SEDIMENT CONTROL.
11. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS
LEAVING THE PROJECT SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND DISTURBING ACTIVITY IS OBLIGATED TO TAKE
ADDITIONAL PROTECTIVE ACTION.
12. KEEP MUD AND DEBRIS OFF THE PUBLIC ROAD AT ALL TIMES. IF MUD OR DEBRIS ARE TRACKED
FROM THE SITE, USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY. IF MUD AND DEBRIS ARE
NOT KEPT OFF THE STREET, ENFORCEMENT ACTION (REVOKING THE LAND DISTURBANCE PERMIT AND/OR
A STOP WORK ORDER) MAY BE TAKEN.
13. SEEDING AND RESTABILIZATION OF DISTURBED AREAS MUST BE ACCOMPLISHED PER THE PLANS
AND SPECIFICATIONS WITHIN THE TIME FRAMES GIVEN IN THE STABILIZATION TIME TABLE PROVIDED IN
THE SEEDING SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SEEDING
REQUIRED DURING THE PROJECT AT NO ADDITIONAL COST.
14. WHEN CONSTRUCTION IS COMPLETE OR A PHASE OF CONSTRUCTION IS COMPLETE, DISTURBED
AREAS ARE STABILIZED, AND ALL EROSION CONTROL MEASURES ARE STILL IN PLACE, CONTACT EROSION
CONTROL PERSONNEL (LAND QUALITY SECTION) FOR AN INSPECTION -IF A PERMIT IS ISSUED. IF A
PERMIT WAS ISSUED BY LAND QUALITY SECTION, THE OWNER OR ENGINEER CAN NOT PERFORM THE
FINAL INSPECTION.
15. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS HAVE BEEN PERMANENTLY
STABILIZED, AND LAND QUALITY SECTION HAS GIVEN APPROVAL, REMOVE ALL TEMPORARY EROSION
CONTROL DEVICES, INCLUDING SKIMMER SEDIMENT BASIN AND GRAVEL CONSTRUCTION ENTRANCE.
REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SEDIMENT AND DEBRIS FROM THE DEVICES AND
STABILIZE AREAS DISTURBED BY THEIR REMOVAL.
RECEIVED
0 C T 18 2018
-I/CD-8.4 DCM-MHD CITY
CONSTRUCTION SEQUENCE
NOT TO SCALE
PERMANENT COVER
- MARCH 1
TO AUGUST 31
Lime
TIMEFRAME EXCEPTIONS
100 lbs 1000 sf
10-20-20 Fertilizer
None
12 lbs/000 sf
Improved Turf Type Fine Fescue
Seed
1.2 lbs/1000 sf
Bermudagrass (hulled)
If slopes are 10' or less in length and are
0.6 lbs/1000 sf
Centipede Grass Seed
not steeper than 2:1, 14 days are allowed.
0.25 lbs/1000 sf
Browntop Millet Seed
0.25 lbs/1000 sf
Straw Mulch *
7 days for slopes greater than 50' in length.
1 00lbs/1000 sf
PERMANENT COVER - SEPTEMBER 1
TO FEBRUARY 28
Lime
100, Ibs/1000 sf
10-20-20 Fertilizer
12 lbs 1000 sf
Improved Turf Type Fine Fescue
Seed
1.2 lbs/1000 sf
Bermudagrass (unhulled)
0.8 lbs/1000 sf
Centipede Grass Seed
0.25 lbs/1000 sf
Rye Grain
0.6 lbs/1000 sf
Straw Mulch *
100 lbs/1000 sf
TEMPORARY COVER -
DECEMBER
1 TO APRIL 15
Lime
50 lbs/1000 sf
10-10-10 Fertilizer
16 lbs/1000 sf
Rye (grain)
2.8 lbs/1000 sf
Annual Lespedeza (Kobe)
1.2 lbs/1000 sf
Straw Mulch *
100 lbs/1000 sf
TEMPORARY COVER -
AUGUST 15 TO DECEMBER 30
Lime
50 lbs/1000 sf
10-10-10 Fertilizer
16 lbs/1000 sf
Rye (grain)
2.8 lbs/1000 sf
Straw Mulch *
_
_100 lbs/1000--sf
NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
"EXPOSED" AREAS INCLUDE, BUT ARE NOT
LIMITED TO:
• AREAS CLEARED FOR ROADWAY
CONSTRUCTION.
• AREAS CLEARED ON RESIDENTIAL
BUILDING LOTS.
• DRAINAGE EASEMENTS AND OPEN
DRAINAGE CHANNELS.
• SEDIMENT AND EROSION CONTROL
MEASURES (SEDIMENT TRAPS, DIVERSION
DITCHES, ETC.) AND THE AREAS
ADJECENT TO SUCH MEASURES.
ARP
� s
SEAL
27892
S.
'e S •'•. fiINS. �•
w
P.
10.00111111101N B P�
SEEDBED PREPARATION: REMOVE ROCKS, STUMPS, ROOTS,
ETC. APPLY LIME AND FERTILIZER THEN RIP THE SOIL 4 TO
6 INCHES TO MIX THE NUTRIENTS INTO THE SOIL AND TO
LOOSEN AND ROUGHEN IT TO RECEIVE SEED.
SEED TEMPORARY COVER TO STABILIZE. TEMPORARY
SEDIMENTATION CONTROL MEASURES AND OTHER
ACCOMPLISHED. IF PLANTING SEASON IS NOT SUITABLE FOR
INSTALLATION OF PERMANENT COVER. CONTRACTOR SHALL
INSTALL TEMPORARY COVER SUITABLE FOR THAT SEASON
AND RESEED WITH PERMANENT GRASS AT EARLIEST POSSIBLE
DATE.
ANCHOR STRAW MULCH BY APPLYING AN ASPHALT
BINDER EMULSION AT A RATE OF 10 GALLONS PER 1000 SF,
OR INSTALL JUTE, PAPER OR TWINE NETTING OR EROSION
CONTROL BLANKET STAKED TO GROUND ACCORDING TO THE
MANUFACTURER'S INSTRUCTIONS.
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 flatter
or
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
2/CD-8.4
STABILIZATION AND SEEDING SCHEDULE
NOT TO SCALE
Z N
o �Lo
-
Fn o
u� n -
N
W �Uco
�coZ�
O � Lo
Q o
U W � 0
w CD 0
U 0 U Q rn
W Z W a;
W 00
O Y0 0
W Lij
_j -Ua.
a;
Lu Z a'
O W
Z
O W W
U) U
Z W U�`r,- a
U >
_I _ 0 N O
�WUcr1Z _� R
V�� J airn�
-7 LL 0) rn 3:
0
Z N J X 3
0 uj < 0 0 ca
Z 0 a: a_ u_
a 'm W
xz
v
OW o
N
U ¢
Q
a
m
� J
Q
O �-
LL U W
Z ❑
Q
LLI
O
U
F-
CC
U
U
Date: 9113/2018
File Name:
BEAUFORT817SR.MG
Surveyed: WRC
Designed: SPB
Drawn: SPB
Approved:
Sheet No. CD -8.4

® North Carolina Wildlife -Resources Commission
Gordon Myers, Executive Director
Beaufort Boat Access Area — Taylors Creek/lC W Wtue t Oak Ri
2370 Lennoxville Road
Beaufort, NC 28516
Proiect Narrative
The North Carolina Wildlife Resources Commission proposes to renovate the parking area at the Beaufort
Boat Access Area of 2370 Lennoxville Road, Bearifort, NC. The site provides access to Taylors Creek and
the surrounding area for fishing and boating. The site is currently owned by the Town of Beaufort. The site
totals approximately 2.3 acres.
The site currently operates as a public boat access area, open free of charge, 24 hours per day; 7 days per
week. The existing site includes a gravel parking lot with concrete handicap accessible.spaces, two double
lane concrete boat ramps, floating and fixed courtesy docks, restrooms, and a boardwalk with pier. The
existing gravel parking lot requires routine maintenance to remove ruts and potholes.
The proposed improvements aim to reduce the periodic re -grading of the gravel areas and improve user
experience. The improvements include re -grading the existing gravel parking lot and paving portions of the
-'existing parking lot with asphalt. Some portions of the existing gravel parking lot will be removed. Other
portions of the existing gravel parking lot will be removed and replaced with a permeable gravel pavement "
section; meeting the requirements of Session Law 2015-149. Current access to the site if from Lennoxville
Road. The access location will not change. The site improvements will result in a net decrease in impervious
on the site.
The existing boat ramps and docks will remain and will not be modified as part of this project. The existing
restroom building will remain and will not be modified as part of this project.
After renovation, the site will remain a public boat access area, open free of charge, 24 hours per day, seven
days per week.
The site will be closed to the public during the period of renovation.
,RECEIVED
OCT 18 2018
D NI-MHD CITY
Mailing Address: N.C. Wildlife Resources Commission • Lake Rogers Depot-. 1718 NC Hwy 56 • Creedmoor NC 27522
Telephone: [phone] • Fax: [phone]