16-03 Charleston Associates, LLC

' Permit Class
Permit Number
NEW 16-03
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Lrmit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Charleston Associates LLC PO Box 3725 Frederick NW 21705-3725
Authorizing development in Beaufort County at Pamlico River Whitehurst Rd NCSR 1167
Richland , as requested in the permittee's application dated 10/30/02.letters dated 12/13/02
and 2/27/03,incl. attatched wkpin dwgs(5),Cl &C2 dated 10/30/02,SU1 dated 7/16/02,C1.1 revised 8/22/02,C1.2 revised 8/23/02
This permit, issued on Fehrnary_ 200'i , is subject to compliance with the application (where consistent
with the permit),all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) The project will be carried out in strict compliance with the workplan drawings, submitted as part of the
application dated 10/30/02, and received as complete on 11/20/02, by the Division of Coastal
Management, and the letter dated 12/13/02, except as altered herein.
2) In accordance with commitments made in the permittee's letters dated 12/13/02 and 2/27/03, the
proposed Phase II development is hereby deleted from the authorized project. Phase II development
includes the creation of Lots#42-74, development of the roadways (Daisy's Way and Joseph Court) and
appurtenances including the wetland crossing at Daisey's Way.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. l l/
Any maintenance work or project modification not covered D n D. Moffitt, Director
hereunder requires further Division approval. Dlvisi0n of Coastal Management
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
December 31, 2006
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

c
Charleston Associates, LLC Permit# 16-03
Page 2 of 6
ADDITIONAL CONDITIONS
Shoreline Stabilization
3) The authorized alignments of the permitted bulkheads/retaining walls must be staked by a representative
of the Division of Coastal Management within a maximum of 30 days prior to the start of any
construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse
weather conditions, will require the alignment to be restaked by DCM within a maximum of 30 days
prior to the new expected start of construction.
4) The authorized bulkhead on the common area lot will not extend waterward more than 5 feet from the
normal water level at the time of construction.
5) The authorized bulkheads/retaining walls on lots 6-16 will average 40 feet landward of the normal water
level at any point along its alignment at the time of construction.
6) The authorized bulkheads/retaining walls must be constructed prior to any backfilling activities.
7) The authorized bulkheads/retaining walls must be structurally tight so as to prevent seepage of backfill
materials through the structure.
8) The authorized bulkheads/retaining walls must be solid and constructed of treated wood, concrete slabs,
metal sheet piles or other suitable materials approved by department personnel.
9) The backfill material will be clean and free of any pollutants except in trace quantities.
10) All backfill material will be obtained from a high ground source and confined behind the permitted
bulkheads/retaining walls.
11) All back fill material to be placed below normal water level will be confined behind the permitted
bulkheads/retaining walls.
Excavation
12) This permit authorizes excavation below the normal water level as necessary to construct the authorized
concrete boat ramp as depicted on C 1 dated 10/30/02.
13) No vegetated wetlands will be excavated.
14) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
Spoil Disposal
15) All excavated materials will be confined above mean high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.

Charleston Associates, LLC Permit# 16-03
Page 3 of 6
ADDITIONAL CONDITIONS
16) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh
to eliminate the possibility of dike erosion into surrounding wetlands or waters.
17) The disturbed areas will be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
Concrete Boat Ramp
18) The concrete boat ramp must be poured on high ground and pushed or placed into the water once
hardened. No live concrete may come into contact with the water.
Community Docking Facilitv
19) The designated Common Area along the Pamlico River shall be deeded accordingly and recorded with
the Beaufort County Register of Deeds. A copy of the recording shall be provided to the Division of
Coastal Management prior to the initiation of construction activities on the docking facility.
20) In accordance with 15A NCAC 711 .0208 (b) (6) (D) which states that "the combined area of all "T"s,
finger piers, platforms, and decks must not exceed a combined total area of four square feet per linear
foot of shoreline", the proposed project is allocated 960 square feet of platform size. As currently
proposed, the total area of platform equals 1,200 square feet. Prior to the initiation of construction of the
docking facility, the applicant shall submit a revised plat to the Division of Coastal Management that
assures compliance with 15A NCAC 7H .0208 (b) (6) (D). The revised plat shall also accurately depict
details of adjacent riparian property lines and the required 15-foot setbacks.
21) In accordance with the 1997 Beaufort County Land Use Plan, prior to the occupancy of any new slips
authorized under this permit, a marine pumpout sewage disposal facility will be installed and operable,
and maintained for the life of the authorized 10-slip community docking facility.
22) The docking facility will display a sign showing the location of the onsite pumpout facility, including
other appropriate waste disposal information, at the entrance and exit from the main pier.
23) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
24) The authorized structures and associated activity must not cause an unacceptable interference with
navigation.
25) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, may become a permanent part of this docking facility without permit
modification. No non-water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.

Charleston Associates, LLC Permit# 16-03
Page 4 of 6
ADDITIONAL CONDITIONS
26) The docking facility and associated structures shall have a minimum setback distance of 15 feet between
any parts of the structure and the adjacent property owner's riparian access corridor, which is
determined by drawing a line parallel to the channel, then drawing a line perpendicular to the channel
line that intersects with the shore at the point where the upland property line meets the water's edge.
27) The permittee will maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
28) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
29) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
30) This permit authorizes a maximum of ten (10) boat slips. At no time shall more than 10 vessels be
moored or docked at the facility. The restriction of the number of vessels shall apply to all marine
vessel types, including but not limited to motorboats, sailing vessels and personal watercraft.
NOTE: Any proposal to add one or more additional boat slips to the authorized 10 slip facility will
require that the docking facility be classified as a marina, and will therefore require a review
under the N.C. Environmental Policy Act (NCEPA).
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.
NOTE: It is possible that the authorized structure may be damaged by wavewash from passing vessels.
The issuance of this permit does not relieve the permittee from taking all proper steps to ensure
the integrity of the structure and the safety of moored boats. The permittee shall not hold the
State of North Carolina or the United States liable for any damage to the structure or moored
boats.
NOTE: With the exception of excavation authorized in Condition #12 of this permit, dredging in any
manner, including "kicking" with boat propellers, is not authorized. Any future dredging will
require a major modification to this permit.

Charleston Associates, LLC Permit# 16-03
Page 5 of 6
ADDITIONAL CONDITIONS
Community Boardwalk
31) Any portion of the permitted community boardwalk built over wetlands must not exceed six feet in
width and must be elevated a minimum of three feet over the wetland substrate as measured from the
bottom of the decking.
Wooden Groin Construction
32) The wooden groins shall not extend more than 25 feet waterward of the normal water level.
33) The wooden groins shall be set back a minimum of 15 feet from the adjoining property lines.
34) The wooden groins shall pose no threat to navigation.
35) The height of wooden groins shall not exceed 1 foot above the normal water level.
Sedimentation and Erosion Control
36) The Department of Environment and Natural Resources, Land Quality Section issued the Erosion and
Sedimentation Control Plan No.Beauf-2003-007 on 12/5/02. Any violation of the plan approved by the
Land Quality Section will be considered a violation of this LAMA permit.
37) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
38) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
39) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
Stormwater Management
40) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7021106 on 1/24/03, which
shall replace SW7020405 dated 12/20/02. Any violation of the permits approved by the DWQ will be
considered a violation of this CAMA permit.

Charleston Associates, LLC Permit# 16-03
Page 6 of 6
ADDITIONAL CONDITIONS
General
41) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the State of North Carolina on account of any such removal or
alteration.
42) No vegetated wetlands will be filled outside of the authorized areas.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The permittee is advised that any development or land disturbing activity that is considered non-
water dependent is not authorized within 50 feet of the normal water level unless specifically
exempted by Environmental Management Commission (EMC) Tar/Pamlico River buffer
regulations in place at the time of such development.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3371 (DWQ Project No. 021841), which was issued on 2/24/03.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200310140.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Whitehurst Shores Subdivision - Charles Smith
2. LOCATION OF PROJECT SITE: At the end of SR 1167 at Core Point on the Pamlico River near the
Community of Blounts Creek in Beaufort County, North Carolina
Photo Index - 2000: 98-1099; M-3,4,5, N-7, P-10 1995: 98-1033; T-10,11,12,12,14, V-17
State Plane Coordinates - X: 2,637,500 Y: 616,300 GPS Rover File # H103115A
Bath Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/31/02
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - 20 November 2002
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County - 1997
Land Classification From LUP - Limited Transition (land), Conservation (water, wetlands)
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Commercial - Constructed to enhance the sale of the property
(E) Wastewater Treatment: Existing - N/A
Planned - Septic tank and drain fields
(F) Type of Structures: Existing - Roads for Subdivision, bulkhead/retaining wall
Planned - Pier with 10 slips, boat ramp, boardwalks, bulkhead/retaining
wall, and a parking area
(G) Estimated Annual Rate of Erosion: ±l'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands ±14,374.8 ±15,600 ft2
404 Wetland road shaded boardwalk
(B) Non-Vegetated Wetlands ±950 ft2 ±3,024 ft2
River bottom shaded pier
(C) Other ±698,960 ft2
Highground
(D) Total Area Disturbed: ±16.8 acre (±730,908.8 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: SA-NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to construct a bulkheaded 80 lot Subdivision with an
access lot and 10-slip pier at Whitehurst Shores Subdivision at Core Point.

Whitehurst Shores Subdivision
Beaufort County
Project Setting
Whitehurst Shores subdivision is being developed by Charleston Associates, LLC and is
located at the end of SR 1167 (Whitehurst Road) adjacent the Pamlico River near the Blount's
Creek Community in Beaufort County, North Carolina. This is a new 80-lot subdivision covering
±147 acres with ±1,600' of shoreline frontage. The majority of the property is existing
agriculture fields vegetated with various upland grasses. Several hardwoods are present adjacent
the shoreline of Pamlico River. The shoreline is an approximately 40' wide sandy beach that ends
at a 3-5' erosion escarpment adjacent the agriculture fields. A large portion of the tract has been
delineated as Section 404 wetlands by the U.S. Army Corps of Engineers and predominately is a
wetland slough on the upstream (west) end of the property. The wetland area is vegetated with
various hardwoods and some pines with an undergrowth of vines and shrubs in the transition area
between wetlands and uplands.
The project area is bordered on the upstream (west) side by wooded wetlands. The
downstream (east) side is bordered by a developed and bulkheaded lot vegetated with lawn grass
and several hardwoods. The property along the waterfront is not contiguous and is made up of
four distinct sections segmented by private inholdings. The upstream section is made up of lots 15
and 16. The next section going downstream comprises lots 3 through 14, and the third section
will make up lots 1 and 2. Lots 1 through 5 are bulkheaded at the erosion scarp with a sand beach
±30' wide. The downstream section will comprise the common access lot and this area is ±240'
wide by ±50' deep. These four sections are separated by developed residential lots that are
bulkheaded or have riprap. The existing properties will all have access from a proposed road that
will run parallel to the river. The project site is ±4' above the normal water level (NWL).
A portion of the proposed project is within the Tar-Pamlico River buffer basin jurisdiction.
The Pamlico River is classified as SA-NSW by the Environmental Management Commission. The
Pamlico River is not open to shell fishing in this area.
Project description
The applicant proposes to construct a pier, boat ramp and bulkhead on the common lot.
The pier will be ±6' wide by ±304' long and have a ±6' wide by ±150' long T-head. Ten(10)
slips are proposed on the waterward side (seaward) of the T-head and will be defined by five- 3'
by 20' finger piers and 23 tie pilings. The total length of the pier complex will be ±340' and the
existing water depth at the proposed slips is-3' below NWL. Approximately 240' of bulkhead is
proposed on the common lot with the ±60' center section projecting ±5' waterward of the NWL
and the sides will be winged back into the highground to preserve the beach on both ends. The
proposed boat ramp is located in the center of the 60' bulkhead section and will be 15' wide and
30' into the water. The existing water depth at the end of proposed boat ramp is -1' below the
NWL and the applicant proposes to excavate the slope to a-3' below the NWL. A ±82' long
paved approach from the existing SR road to the proposed ramp will be constructed. A gravel
parking area is proposed for the boat ramp and it will be located on the landward side of SR 1167.

Whitehurst Shores Subdivision
Beaufort County
Page Two
Approximately 1,360' of bulkhead/retaining wall is proposed for lots 6 through 16. The
wall will average 40' landward of the NWL at the erosion scarp leaving the existing sandy beach
natural. Six (6) 25' long wooden groins are proposed along the waterfront and they will project
25' into the river with a maximum height of 1' above the NWL. A t6' wide by f 2,600' long
boardwalk is proposed in the 404 delineated wetlands providing a nature trail and a pedestrian
access within the Subdivision. A recreation area with a covered shelter and a secured boat storage
area are proposed on portions of the property that are well inland.
Anticipated impacts
The project as proposed will result in filling of±950 ft2 of river bottom associated with the
placement of the boat ramp and bulkhead. The construction of the pier will result in the shading
of t3,024 ft2 of river bottom and the construction of the boardwalk will result in the shading of
f 15,600 ft2 of 404 wetlands. The construction of the roads will result in the filling of f 14,374.8
ft2 of 404 wetlands. The project as proposed will result in localized turbidity as a result of the
construction activities. The project as proposed will result in the disturbance of±698,960 ft2 of
high ground. A portion of the proposed project is within the Tar-Pamlico River Buffer Basin
Area.
David W. Moye - 20 November 2002

orm DCM-MP-1
APPLICAT
FOR
(To be completed by all applicants OWLT
b. City, town cod
�. Ric
chi near the Blounts
Creek Community)
c. Street address or secondary road nurnber
(. Landowner: Whitehurst Rd NCSR 1167
Charleston Associates, LL.0
Name COntact-:person: Charlie::Smith d• proposed work within city limits or planain;
jurisdiction? Yes _XX No
Address Pn -RoX a-72s e. Name of body of water nearest project (e.g. river,
City Frederick State MD creek, sound, bay) Pamlicb river
Zip21705-3725 Day Phone [phone]
Fay 301-662-1296 3. DESCREMON AND PLANNED USE
b. Authorized Agent: OF PROPOSED PROJECT
The East Group, PA
Name contact: .Howard Nichols a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
324 excavation and/or fill' activities.
Address S. Evans Street gr Pier with 10. boam slips, ramp, bulkhead,
retaining wall, boardwalk Jetties ,
City Greenville Stare NC. filling behind bulkhead . retaining wall
and gravel parking a.
Gip 27858 Day Phone [phone]' '•.--
b: is the proposed activity maintenance of an existing
FaX [phone]
projem, new work, or both? new work
c. Will the project be for public, private or commercial
c. Project name Cif any) Whitehurst Shores
use?pr iyat e
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
NOTE. Permit wO be i=ued in n=w oftmtdoweer(s), and/or project. If more space is needed, please attach
project na?w additional pages. The purpose of this project
i.s to further develop the surrounding
ggknmunit,y w% a new 80 'lot subdivision. With
the new bulkhead & retaining waii the land
Z. EOCAMN OF PROPOSED will be protecbed`,.fr=-I erosion. .. The- new
PROJECT rMP, pier & boat slip will be for private
use only. The boat ramp will be formed
out of 1-ha r,,yatPr anA nl mr =,; Please
4. County Beaufort see attached sheet for additional text.
tevfsed 03195

roan DCM-MP-1
'FOR
APPLICAT 0
(To he completed by all applicants r
Rt ka
b. City, town c �6r
�. APPLICANT Richk- s� it) (near the Blounts
Creek Community)
c. Street address or secondary road number
Whitehurst Rd NCSR 1167
a. Landowner:
Charleston Associates, LL.0
Name Contact'!-.person: Charlie:-.Smith d. Is proposed work within city limits or planning
jurisdiction? Yes ,x No
Address po Sox -;775 e. Name of body of water nearest project (e.g. river,
City Frederick State MD creek, sound, bay) Pamlicb river
Zip21705-3725 Day Phone [phone]
Fax [phone] 3• DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
The East Group, PA
Name contact: Howard Nichols a. List all development activities you propose (e.g.
I
uilding a home, motel, marina, bulkhead, pier, and
324 S. E Street excavatipn and/or filling activities.
Address vans ree
Pier with 10 boam slips, ramp, bulkhead,
retaining wall, boardwalk, ietties
C1tV Greenville State NC. filling behind bulkhead, retaining wall
Ld gravel narking area.
252-758-37 46
Zip 27858 Day Phone b. Is the proposed activity maintenance of an existing
Fax [phone]
project, new work, or both? new work
c. Will the project be far public, private or commercial
u5e?pr ivat e
G. Project name of any) Whitehurst Shores
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
NOM. Permt wild be;::mod in=w of r(s). Dior project. If more space is needed, please attach
project nattse.
additional pages. The purpose of this proj ect
is-to further develop the surrounding.
community w. a new 80 lot subdivision. With
the new bulkhead & retaining w-lI the Land
Z. LOCATION OF PROPOSED will be protacted' from-erosion. .. The- new
PROJECT ;MP, Pier & boat slip will be for private
use only. The boat ramp will be formed
out of t ha Taata•- anrq n,a�e� Please
u. County Beaufort see attached sheet for additional text.
tevfsed 03195

Form DCM-MT-1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER _none
CHARACTERISTICS
a. Size of entire tract 147 '39 +�- n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) 1.22 wastewater, industrial/commercial effluent, "wash
down" and rvidential discharges.) surface
c. Approximate elevation of tract above ligiW or runoff will discharge through ex. ditch
N?ryL 9' NWL e M7 r nrrp- and thrnnigh ax ,,atlarrds (a
NW corner.
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
Me, DgB, AaA, Wa, Po Beaufort County Water District
e. Vegetation on tract Oak, Pine, Cedar, Cypress
and various grasses
f. Man-made features now on tract Recently
constructed soil road a abandoned barn. 5. ADDITIONAL FNFORNIATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Conan.,the local land hsepl=.) following items must be submitted:
Conservation y_Transitional
0Developed Community A copy of the deed (with state application only} or
Rural ether other instrument under which the applicant claims`title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
no zoning forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? NlA yes Na
(Attach Zoning corwUance cenifuate, if applicable) An accurate, dated work plat (including plan view
and cross-se-tional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink an an S 112" by 11" white paper. (Refer to
done for the tract? Yes XX No Coastal Resources Commission Rule 7.1.0203 for a
If yes, by whom? detailed description.)
k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes XX No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? xx Yes No Engine-ers regarding that agency's use of larger
Coastal (marsh) xx Other xx drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? ,,es requirements and it must be sufficiently detailed to
mach doaurscrttatiort, If availcole) bide agency personnel unfamiliar with the area to the
(SEE ATTACHED WETLANDS
DELINEATION PLAT)

orm DCM-M:F-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the lrke. S. CERTIFICATION AND PL'RMBSION
TO ENTER ON LAND
' A Storrnwater Certification, if one is necessary.
A list of the names and cornpiete addresses of the I understand that any permit issued in response to this
adjacent waterfront (riparian) landowner and application will allow only the development described in
signed return receipts as proof that such owners the application. The project will be subject to conditions
and restrictions contained in the permit.
have received a copy of the application and plats
by certified mail. Such landowners must be advised I =rtify that to the best of my knowledge, the proposed
that they have 30 days in which to submit comments activity complies with the State of Noah Carolina's
on the proposed, project to the Division of Coastal approved Coastal Management Program and will be
Management. Upon signing this form, the applicant conducted in a manner consistent with such program,
further certifies that such notice has been provided,
183qi neeile Wall close I certify that I am authorized to grant, and do in fact,
rancaesWinterville, NC 29590 grant permission to representatives of state and federal-
review agencies to enter on the aforementioned lands in
Joseph A. Paul & wife Julia A. Paul.- connection with evaluating information related to this
103 N Reed Dr permit application and follow-up monitoring of the
arag4onoNComan8&9wife Marsha L. Prole"
3717 Winchester RD Holloman
I further certify that the information provided in this
Rocky I•11ount, NC 27804 application is truthful to the best of my knowledge.
`'Garland R. Haddock&wife Geraldine Haddock
552-2--Clark-Ford Rd* rt1 r
Vanceborc, _NC 28586 (see att clbed !F�" et) This is the 30 day of t�Cto ¢� 2002
• A list of previous state or federal perrnr s rssueu ror
work on the project tract. Include permit numbers, print Nameod,.�c"
permittee, and issuing dates. -�
Lama General Permit - 500' Bulkhead Signature '�7
Lw dowrser or Authorized Agew
Permit No, 32628-3, issued bv: David Move
i.ssue' I 7�02 - 12/2��02 y
(see aL�acnmen s eet for o er permits. ) please indicate attachments pertaining to your proposed
® A chi for $250 made payable to the Department of
Environment, Health, and Natural Resources project.
(DEHNR) to cover the casts of processing the DCM MP-2 Excavation and Fill Information
application. ry DCM MP-3 Upland Development
xx DCM MPS Structures Information
• A signed AEC hazard notice for proje^*.s in DCM MP-5 Bridges and Culverts
oceanfront and inlet areas. N/A DCM MP-b Marina Development
• A statement of compliance with the N.C. NOTE; please sign and date each atwchment in the
Environmental Policy Act (N.C.G.S. 113A - 1 to space provided at the borrom of each form.
1a) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. N/A
Rerued 03/°5

rm DCM MT-z
,XCAVATION
kND FILL
;xcept bridges and culverts)
ttach this form to Joint Application for CAMA Major
ermit, Form DCM-MP-1. Be sure to complete all 1. EXCAVATION
ther sections of the Joint Application that relate to this
roposed project. a. 'Amount of material to be excavated from below
)escribe below the purpose of proposed excavation or
MHW or NWL in cubic yards pT,�A -
ill activities. All values to be given in feet. b Type of material to be excavated N/A
Average Frog!
Existing Project c. Does the area to be excavated include coastal
Length Width Depth Depth N/A wetlands (marsh), submerged aquatic vegetation
Access (SAVs) or other wetlands? Yes No
channel
(ML'W) or(NW ) d. Highground excavation in cubic yards 125ey
Canal
2. DISPOSAL OF EXCAVAIkTED
Boat MATERIAL
basin
a. Location of disposal area onsite for lot
Boat
buildup
ramp 30' 15' —1.0' —3' b. Dimensions of disposal area 100' x 70' x .5'
:Rif.
:•^r Yam: •.��,rf;••
Rockc�{.,�,y
groin
;. c. Do you claim title to disposal area?
5r-r Yes No
permission from the
Rock >' If no, attach a letter granting
breakwater �! a>" whet.
d. Will a disposal area be available for future
Other maintenance? Yes .x No
(Excluding If yes, where?
shoreline
stab Iza[ion)
Revised 03195

arm DCM-iVfF-2
Does the disposal area include any coastal wedands If yes,
Amount of material to be in the 10
(marsh}, SA"vs or other wetlands? ,. (1) ware- N/A
Yes vv No
(2) Dimensions or fill area
Does the disposal include-any area in the water? Pu ose of fill
Yes xx No C3)
b. Will fill material be placed in coastal wetlands
SHORELINE ST AKILIZATION (marsh), SAVs or other wetlands?
Yes XX No
If yes,
Type of shoreline stabilization (1) Dimensions of fill area
xv Bulkheadp Ripraa
(2) Purpose of fill
6. Length 1600,
Average distance waterward of MIs'W or NWL
401 landward of 'Rn7r
5. GENERAL
d. Maximum distance watarward of MHW or NV L
51
a. How will excavated or fill material be kept on site
e. Shoreline erosion during preceding 12 months and erosion controlled? w;tr new bulkhead.
6" to 12" retaining wall and silt fence.
(Source of injornsatian)
f. Type of buIkhead or riprap material
Wood bulkhead b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
Amount of fill in cubic yards to be placed below dLedge)?
water level Backhoe, vibrator &nump
(1) Riprap o
(Z) Bulkhead backrill 75cy
c. Will wetlands be crossed in transporting equipment
h. Type of fill material sandy loam to project site? XX Yes .No
If yes, explain steps that will be taken to lessen
environrnental impacts. zzii5 Pn 4matPr;a, s
i. S4IILCe of fill material on-site will be routed and moved in line with
boardwalk in order to minimize' disturbing
vegetation & trees.
4. OMER FILL ACTIMIES AppLka it or Project Name
(Excluding Shoreline Stabilization)
Sigaature .
Will fill material be brought to site? 'A3C,LC -Z
Yes XX No Date
ONSITE FILL TO BE SANDY LOAM
TO CLAY LOAM.
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that.require a CAMA Major Development
Permit, Form DCM-MP-1. Be sure to complete all Permit may also require a Stormwater Certification.
other sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?
Yes x_ No
a. Type and number of buildings, facilities, units.or If yes, date submitted will be submitted
structures proposed Boat ramp, pier, bulk- prior to construction.
head, retaining wall, jetties & boatidwalk i. Describe proposed method of sewage disposal.
private septic tanks
b. Number of lots or parcels so
j. Have the facilities described in Item i, above
c. Density (give the number of residential units and the received state or local approval? No
units per acre) 54 units (Amch appropriate documenmdon)
k. Describe location and type of proposed discharges to
d. -S ize of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. 16.0 acres + sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
surface runoff will discharge through
e. If the proposed project will disturb more than one ex.ditch @ NE corner and through ex.
acre of land, the Division of Land Resources must wetlands @ NW corner.
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land public system (Beaufort county)
Resources? Yes uy Na
If yes, date submitted wi i 1 hp cminm;tto� m. :will water be impounded?, Yes xx No
before construct-ion begins. If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
boat ramp: CABC & concrete was the lot(s) platted and recorded? N/A
road surface: CABC & .asphalt pvmt.
parking area: grave
vw
Ly Give the percentage of the tract within 75 feet of Appii¢ant or Project Name
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by 5'�ture
impervious and/or built-upon surfaces, such as to 30
pavement, buildings, rooftops, or to be used for Dace
vehicular driveways or parking. .20%
Revised 03195

JAN-21-2003 TUE 09:38 AM COASTAL MANAGEMENT FAX NO. 12529480478 P, 02
Y .�� _„ r
n U •�
i' trut:cit�r't '�vi�.lain Jti'�uhlzr. �'rtt5t Areas)
this i'orrrn to aQi'at AtIplicariort for CCA:`YiA Major e, Mooring buoys N/A
?ettu`l:, Form I�C1vf-Ml'-1, Be sure to ctra�plete all (Z) Gotzunercial _Community "Private
other se--tions of the. Joizi't Appll�.sfi rk whici relate to (2) Number
'4i4 pro.. o red 1=ject, (3) Description of buoy
(Color, inscription, size, anchor, etc,)
Docks) mid/or Piar,,(s)
Cotnn�ercial Cornmuni:y .:�X Private
Nizibez
(3) Let r,d-i 3�0! �� (4) Width of water body
(4) Widib T F' (5) Distance buoy(s) to be places] beyond
a (5) Finmx P;ers _h,v YPS
4 (ii1 I� z� th '_ f. Mooring structure (boatlift, moori il,,p inks, etc,)
(1) ____ Cc=ercial--XX Conununiry _Private
(6) '1t f arcn(As) _�-- Y,eQ11 _,-..ndt� (Z) Number 23.
(i) Number � ~ . -.._ (3) Langth 24
(4) Width
&7) NuTnber of slaps stxd _I.1_ g. C?tl]er (eve eprt��err dose pria3)
3} -oxiru�y or st'ructur+ to riparian
T
(9) Width of water body'_�� •a !Ui 1;07 Reta ndmu Wall -250' on NW corner of nropert
(10) W'Itjr ciepal at Nvdtum 'Il eIvl.,of pier at aoarawalk 2600'
MI-W or NWT, Y _.r_3.o'
b: 1:,oatl =c (iric;IGiciing covered lift;)
C~arn,mFa•cial �/��..., Private ��;-k,���,r7•(, ���e� L� C ``�
(3) W 1dT-11 - ____ .... AppII t or J� Nuwe
r
s C. i3roiu (e.g w4)od, etc.;) S
kMLUM
2 51 L31
Date
3x� va_ r (e. . Nvaod., sl2e:r;,i1e, elr.) N/A
(?) A eriq dist lira, from IV1.1[W, NWT. or
`{3) �+�:�Yx,im�.xn: distR�n%a beyorlci Ivfl��', NWL or
�•rr�.tl an ci s
,

Permit# 14— 63
DCM Coordinator: (Cj0(�
MAILING DISTRIBUTION:
Permitee:
Agent: lirc �QS-1' — hEb� i cG%(S
DCM Field Offices:
Elizabeth City
Morehead City
Washington
Wilmington
US Army Corps of Engineers (USACE):
Washington: Mike Bell (NCDOT)
Bill Biddlecome(NCDOT)
Raleigh Bland
Wilmington: Dave Timpy(NCDOT)
Henry Wicker
Others:
Cultural Resources: Renee Gledhill-Early
Environmental Health: Beverly Sanders
Marine Fisheries: Mike Street
NCDOT: Roberto Canales
Shellfish Sanitation: c'; - Qa
State Property Office: Joseph Henderson
Water Quality: John Dorney
John Hennessy(NCDOT)
Water Resources: John Sutherland
Wildlife Resources: David McHenry
Bennett Wynne
David Cox(NCDOT)
Travis Wilson(NCDOT)
FAXING DISTRIBUTION:
Permitee at
Agent �:&Y_ As&P+t
DCM Field Offices:
Elizabeth City
Morehead City b6of e_ V_A-CCAS
Washington W WaAet,
Wilmington " Q '
`t�pntC S
US Army Corps of Engineers (USACE):
Washington: �/I�slfl�,8afi
Bill Biddlecome(NCDOT)
Raleigli Bland
Wilmington: Dave Timpy(NCDOT)
Henry Wicker

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O.Box 1000
Washington,North Carolina 27889 1000
IN REPLY REFER TO
March 6, 2003
Regulatory Division Action ID No. 200310140 and State Permit No. 16-03 17ECE111
MAR I (, 2003
1�y OFCOAA(AL UAN ME EI(1H AGE N1
Charleston Associates,LLC
C/O Mr. Charlie Smith
Post Office Box 3725
Frederick, Maryland 21705-3725
Dear Mr. Smith:
Reference your revised application for a Department of the Army(DA) permit to construct a
bulkhead, a 10-slip pier, and a residential subdivision, on property located off State Road 1167,
adjacent to the Pamlico River, at Core Point, in Beaufort County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of General Permit No. 198000291. Therefore,you may commence construction
activity in strict accordance with applicable State authorization and the approved plan. Failure
to comply with the State authorization or conditions of the general permit could result in civil
and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for any
other reason, plans revised to show the change must be sent promptly to this office and the North
Carolina Division of Coastal Management prior to performing any such change or alteration.
Such action is necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Raleigh Bland,Washington Field Office,
Regulatory Division, telephone [phone],extension 23.
Sincerely,
�'49 am
Raleigh Bland, P.W.S.
Regulatory Project Manager
i

-2-
Copies Furnished:
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh,North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
r. Doug Huggett
ivision of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh,North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort,North Carolina 28516

-3-
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889