20061761 Ver 2_CAMA Application_20080109

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North Carolina Department of Fnvimnlrent and Platura! Res~urce::~
Uiv~~si~}t7 c~i ~:i,u~~tal Niurtuc~f:~c~et~ti
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
January 7, 2008
..
MEMORANDUM: ~ 1~ ~ ~~a
~~'~
TO: Ms. Cyndi Karoly r~~" ~ ~N ~ 200$
Division of WatBeroQ galitySupervisor n~~~ ~s ~R~wA ~~~F,~NG-~
`F!'c1'iA~p~ s~ND
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Burton Farm Development Company, LLC
Project Location: on the Neuse River off of Burton Farm Road in Arapahoe
Proposed Project: The applicant is proposing a new bulkhead that will tota11825' in length.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
1/28/2008. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Actor Employer - 50°o Recycled \ 10°% Post Cors.:~ er Paper

MAJOR PERMIT FEE MATRIX
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Selection DtveiupW:en`. TyNa l=ee DCM °o DWO,
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $~ j0 100% ($250) 0% ($0)
involve the fining or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). For Private non-
commercial development, if $~ j0 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied: -
III(B). For public or i
commercial development, if $400 100!-0-($400) 0% ($0)
General Water Quality "
~"
\____ Certification No__3301 (see !~-'"
attached can be a lied: ---"
III(C). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3301 (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
Quality Certification No. $400 60% ($240) 40% ($160)
3301 (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
o en water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Burton Farm Development Company, LLC
2. LOCATION OF PROJECT SITE: The project is located on Neuse River off of Burton Farm Road in
Arapahoe, Pamlico County.
Photo Index - 2006: 74-8407, grids K-1, K-2, K-3, K-4; 2000: 74-886, grids M-1, M-2, M-3.
State. Plane Coordinates - X: 459320.57 Y: 2644016.73 Rover #: M110813A
Longitude: 34 59 34.43 Latitude: 76 50 58.09
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE:Dates of Site Visit- 11/8/07
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received - cc: 11/21/07
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Pamlico County
Land Classification From LUP -Rural with Services/Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing -None
Planned -Septic systems installed by future lot owners
(F) Type of Development: Existing -144 vacant lots with infrastructure
Planned -New bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other-High Ground ~ ~ 32,850 sf
(D) Total Area Disturbed: 32,850 sf
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: ,The applicant is proposing new bulkhead that will tota11,825' in length.

Field Investigation Report:
Mill Creek Phase II
Page 02
9. Narrative Description:
The property is a separate 121-acre parcel located off of Burton Farm Road near
Arapahoe, Pamlico County. Burton Farm Development Company, LLC, wishes to
construct a vinyl bulkhead and is applying for a permit to do so.
The property is known as Mill Creek Phase II and is on Neuse River, next to Mill Creek.
There is 4,625' of shoreline on this property. The current vegetation on the tract mainly
consists of upland grasses, pine trees, and a fringe of coastal wetlands. None of the project
area has submerged aquatic vegetation. The elevation of the tract is +16' nwl. Existing
man-made features on the property include infrastructure needed to support the 144-lot
subdivision.
The Pamlico County Land Use Plan classifies the project area as Rural with Services, with
CAMA AEC's classified as Conservation. The waters of Neuse River are not designated as
Primary Nursery Area and are closed to shellfish harvesting. These waters carry a water
quality classification of SB. The bottom substrate is firm without shell.
10. Proposed Development:
The request is for two new sections of vinyl bulkhead totaling 1,825 linear feet. One bulkhead
will be 1,168' long and the other will be 657' long. The purpose of this bulkhead is to stabilize
these sections of shoreline along the high erosion escarpment of this new subdivision. None of
the proposal is to be waterward of nwl. It will require backfill to obtain a 3:1 slope using
existing material on site.
11. Anticipated Impacts:
As proposed, the shoreline stabilization will incorporate 1,825 linear feet of estuarine
shoreline. The project is to serve the Mill Creek Phase II subdivision. All of the bulkhead is
to be along the erosion escarpment and landward of all coastal and Section 404 wetlands. It
will result in the filling of 32,850 square feet of backfill, landward of the bulkhead.
Brad Connell November 26, 2007 Morehead City

. e~~
~~-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
MEMORANDUM
DATE: November 26, 2007
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell ~G
SUBJECT: Comments and Recommendations - CAMA Major Permit -Mill Creek
Phase 11, Pamlico County
The following is my assessment and consequent recommendations of the above
referenced proposal: The project, as proposed, will have minimal environmental
impacts. The proposed bulkhead is landward of all coastal and Section 404 Wetlands.
This proposal is not in conflict with the current usage of Neuse River, and should not
conflict with NCDWQ Neuse River buffer rules. Assuming that state and federal
agencies concur with the proposal, I recommend the project be authorized as proposed,
contingent upon the following conditions:
1 The alignment of the authorized bulkhead must be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of
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.
2 The bulkhead must be constructed prior to any backfilling activities.
3 The bulkhead must be structurally tight so as to prevent seepage of backfill materials
through the structure.
4 The bulkhead must be solid and constructed of treated wood, concrete slabs, metal sheet
piles or other suitable materials approved by department personnel. No excavation is
permitted except for that which may be required for the construction of the bulkhead
wall, riprap, deadmen cables, etc. This permit does not authorize any excavation
waterward of the approved alignment.
5 The bulkhead must be landward of all coastal and Section 404 Wetlands.
6 The fill material will be clean and free of any pollutants except in trace quantities. Metal
products, organic materials, or unsightly debris will not be used.
7 All backfill material will be obtained from a high ground source and confined behind the
permitted bulkhead.
8 No backfill material is to be placed within 30 feet of the normal high water line, except
that which will be used to backfill the area behind the permitted bulkhead.
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

gill Creek Phase II '
November 26, 2007
Page 2 of 2
9 In order to protect water quality, runoff from the construction must not visibly increase
the amount of suspended sediments in adjacent waters.
10 The Division of Water Quality is currently reviewing the permit application to determine
if the project is in compliance with North Carolina's Water Quality Certification
program. The permittee must receive a Water Quality Certification from DWQ prior to
the initiation of any construction activities..
11 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.).
12 A ground cover sufficient to restrain erosion shall be provided within the shorter of 15
working or 30 calendar days of completion of any phase of grading on cut or filled
slopes.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This
plan must be filed at least thirty (30) days prior to the beginning of any land disturbing
activity. Submit this plan to the Department of Environment and Natural Resources, Land
Quality Section, A) 943 Washington Square Mall, Washington, NC 27889 B)127 Cardinal
Drive Extension, Wilmington, NC 28405.
CC: Tere Barrett, DCM
Ted Tyndall, DCM
Tracy Wheeler, USACE

DClill MP-1
APPLICATION for
_ ~~-~~c~~vz
Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Burton Farm Development Company, Llc. Mill Creek (Phase II)
Applicant 1: First Name MI Last Name
Charles J Hayes
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1908 Rocky Moun t NC
ZIP Country Phone No. FAX No.
27802 USA 252 - 937 - 2800 ext. 252 - 937 - 6009
Street Address (if different from above) City State ZIP
NA Na NA NA-
Email
mickey~ kittyhawklandcompany.com
2. AgenilContractor lnfof'mation
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name MI Last Name
Warren D Eadus
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 1260 ext. 227 252 - 261 - 1212 ext. 227
FAX No. Contractor #
252 261 1260 Nq
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shores NC 27949 -
Email
weadusC«~ hotmail.com
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252-8°D8-28>Q8 .. 9°888-4~I~+iv~J4~'t{' :. w~,vvv.e~cco~st~lr~aa~a~e~eaat.ro~~

Major Development Permit
3. Project Location . ,, ,` µ -

County (can be multiple) Street Address State Rd. #
Pamlico Shoreline of Mill Creek Phase II Subdivision NA
Subdivision Name City State Zip
Mill Creek Phase II Arapahoe NC 28510 -
Phone No. Lot No. (s) (if many, attach additional page with list)
- - ext. See Appendix A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
f~~~~~ ~~'~ UT Tributary Neuse, Mill Creek, Neuse River
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 Neuse River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ^No work falls within.
Town of Minnesott Beach
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
4,625 linear feet (Neuse and Mill Creek combined) 5,253,460.5 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
See attached sheet Appendix A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 16 ^NHW or ®NWL
e. Vegetation on tract
Coastal wetlands fringe along shoreline dominated by S. patens and T. latifolia and numerous other shrub and herbaceous
species. Section 404 wetlands comprised of S. nigra, T. latifolia and numerous other herbaceous plants. Platted lots
outside of buffer and adjacent to shoreline are mostly maintained grasses.
f. Man-made features and uses now on tract
The tract is a planned subdivision with 144 vacant lots of various sizes.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Camp Seafarer is located immediately adjacent across Mill Creek to the west of the site. The property immediately adjacent
to the east of the site is the proposed Arlington Place Marina development. Arlington Place is a proposed upland basin
marina development that is separate from this proposed development requiring this DCM CAMA Major Permit application.
The properties east of Arlington Place along the Neuse are chiefly residential.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-MU (Residential Mixed-Use) (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a 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?
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252-808-2808 .. 7-888-4RCOAST :: www.nccoastalmanagement.net

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.
Currently there are no wastewater treatment facilities on the tract. Each lot is planned to be served by on-site septic
systems.
o. Describe existing drinking water supply source.
Drinking water is provided by Pamlico County.
p. Describe existing storm water management or treatment systems.
There are currently swales and ditches on site. The approved low density stormwater plan limits the development of each lot to
30 percet impervious coverage and has permit conditions specific to this development. A copy of the stormwater Plan
(SW7070602) has been attached as Appendix A.
5. Activitfe~s end fmpacfs
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 proposed project is the construction of a 1,825 linear feet retaining wall to stop erosion along the Neuse River shoreline
of the Mill Creek Phase II subdivision. The structure is proposed to be built landward of all existing Section 404 freshwater
and coastal wetlands.
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.
The retaining wall will be installed by a qualified marina contractor using standard and conventional equipment and materials.
Materials and equipment will be stored on site.
d. List all development activities you propose.
Construction of 1,825 linear feet of vinyl and wood retaining wall landward of the Section 404 freshwater and coastal
wetlands to stop the existing sandy bluff from eroding further along the tract shoreline.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 36,500 ®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.
There are no proposed discharges to any waters of the State as a result of this shorline stabilization proposal.
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.
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

Major Development Permit
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6: Adalitional °lnformation -
ln addition to thrs.completed application form,,_(MP-1)the foilowing items belo~,v, if applicable, must be~submrtted in"order for the appiicabon ~-
packagr f~ be complete, ltenrs (d~ -(f) dre always appliCableto any anajor developmenf application. Please consult tfie application
instrucNon'booktet on how-to properiyprepare 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 Camp'Seafarer Phone No
Address 1601 Hillsborough Street Raleigh, NC 27605
Name Henry J. Metzger Jr. Phone No.
Address 693 Raymond Drive Arapahoe, NC 28510
Nanie - Phone No.
': ACjdress
~- ~
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW7070602 Mill Creek Phase II
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. 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
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
~- . _
7. Certificafron~and:Permssion to.Enter on La d~ .,~~
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 certjfy that the information provided in this application is truthful to the best of my knowledge.
Date /(~ 2-~~© ~- Print Name (~~'7j-~~ -~7~'A ~~~
Signature ~t~ ~f">
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts
^DCM MP-3 Upland Development
^DCM MP-4 Structures Information
252-808-2808 .. 7-888-4RCOAST :, www.nccoastalmanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
Depth NA NA '-
C EXCAVATION ®This sectbn not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DI~POS,4L OF EXCAVATED MATERIAL ®This section not applicable`
a. Location of disposal area. b.~ 'Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
^Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (VVL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ^NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
^Yes ^No ^NA
(ii) If yes, how much water area is affected?
252-$08-28t)8 :: 1-888-4RC~AST :: www.nccoasta9manaaement.net revised: 72/28/06

IF~1~'ifa3 ~GI°~4 !~~'-~ (~xcav2rttc+r~ ~s~rl ~i1fj Wage ~ pf 3~
3. SHORELINE STABILIZATION ^ This section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. i ype yr snoreune sraou¢auon:
®Bulkhead ^Riprap ^Breakwater/Sill ^Other:
c. Average distance waterward of NHW or NWL: NA
e. Type of stabilization material:
Wood and vinyl bulkhead
g. Number of square feet of fill to be placed below water level
Bulkhead backfill NA Riprap
Breakwater/S i t I Oth e r
i. Source of fill material.
Soils on site will be used to grade landward from the bulkhead to
the existing lots.
b. Length: 1,825 linear feet
Width: Approximately 1 foot
d. Maximum distance waterward of NHW or NWL: NA
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ^No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Existing unvegetated erosional escarpment indicating constant
movement of material along shoreline and overland. An actual
feet of eroded shoreline within the last 12 months is not known
for this section of Neuse River shoreline. It is apparent that
erosion along the escarpment is driven by rain events.
h. Type of fill material.
Any fill required will be derived from on site material. In general,
the bulkhead will be installed and a 3:1 slope will be created
using existing material.
4. OTHER FILL ACTIVITIES able:
®Ths sectron not applic
(Excludirlg'Shoreiine Stabilization)
3. (i) Will fill material be brought to the site? ^Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CWI.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL --
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fence will be erected landward of the wetlands line along the Back hoe and excavators.
shore and maintained until slope is stabilized.
c. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
~3 0
Date
_!~llc. ~ ,Pfaff . ~1`"
Project Name
252-808-2808 :: 'i-88$-4itCt1AST :: www.nccoastalmanagement.net revised; 'i2126106

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10° W
76.866 666° 76.850 000° 76.833 333°
Name: CHERRY POINT. Location: 034.9851863° N 076.8467657° W NAD 83
Date: 11/13/2007 Caption: MILL CREEK PHASE II
Scale: 1 inch equals 2000 feet MINNESOTT BEACH
PAMLICO COUNTY

LO'~ # TOTAL AREA UPLAND AREA ALLOWABLE COVERAGE
265 27,428 0.63 22,882 83.43% 6,865 30.00%
266 17,831 0.41 17,674 99.12% 5,302 30.00%
267 18,652 0.43 17,160 92.00% 5,148 30.00%
268 23,174 0.53 21,827 94.19% 6,548 30.00%
269 29,704 0.68 27,935 94.05% 8,381 30.00%
270 21,988 0.50 19,225 87.43% 5,767 30.00%
271 27,890 0.64 23,747 85.15% 7,124 30.00% -
272 26,139 0.60 21,717 83.08% 6,515 30.00%
273 27,852 0.64 27,611 99.13% 8,283 30.00%
274 28,129 0.65 21,686 77.09% 6,506 30.00%
275 21,432 0.49 20,368 95.03% 6,110 30.00%
276 19,943 0.46 19,098 95.76% 5,729 30.00%
277 47,230 1.08 31,020 65.68% 9,306 30.00%
278 31,813 0.73 29,405 92.43% 8,821 30.00%
279 21,446 0.49 17,517 81.68% 5,255 30.00%
280 19,463 0.45 18,818 96.68% 5,645 30.00%
281 25,707 0.59 19,249 74.88% 5,775 30.00%
282 18,881 0.43 17,073 90.42% 5,122 30.00%
283 28,972 0.67 22,062 76.15% 6,618 30.00%
284 25,957 0.60 24,334 93.75% 7,300 30.00%
285 20,963 0.48 20,741 98.94% 6,222 30.00%
286 17,738 0.41 17,165 96.77% 5,150 30.00%
287 22,853 0.52 22,815 99.84% 6,845 30.00%
288 22,348 0.51 19,479 87.16% 5,844 30.00%
289 22,134 0.51 20,570 92.94% 6,171 30.00%
290 25,541 0.59 25,321 99.14% 7,596 30.00%
291 23,960 0.55 23,325 97.35% 6,997 30.00%
292 19,760 0.45 19,294 97.64% 5,788 30.00%
293 18,533 0.43 18,230 98.36% 5,469 30.00%
294 22,734 0.52 22,103 97.23% 6,631 30.00%
295 22,311 0.51 22,311 100.00% 6,693 30.00%
296 26,686 0.61 26,686 100.00% 8,006 30.00%
297 22,803 0.52 22,803 100.00% 6,841 30.00%
298 25,640 0.59 25,640 100.00% 7,692 30.00%
299 27,027 0.62 27,027 100.00% 8,108 30.00%
300 23,622 0.54 23,622 100.00% 7,087 30.00%
301 22,882 0.53 22,882 100.00% 6,865 30.00%
302 22,853 0.52 22,853 100.00% 6,856 30.00%
303 25,146 0.58 25,146 100.00% 7,544 30.00%
304 27,740 0.64 27,740 100.00% 8,322 30.00%
305 22,917 0.53 19,569 85.39% 5,871 30.00%
306 21,374 0.49 21,374 100.00% 6,412 30.00%
307 17,402 0.40 17,402 100.00% 5,221 30.00%
308 19,889 0.46 19,889 100.00% 5,967 30.00%
309 21,842 0.50 20,645 94.52% 6,193 30.00%
310 18,444 0.42 16,827 91.23% 5,048 30.00%
311 19,893 0.46 18,470 92.85% 5,541 30.00%
312 20,065 0.46 18,680 93.09% 5,604 30.00%
313 19,687 0.45 18,327 93.09% 5,498 30.00%
314 20,100 0.46 18,760 93.33% 5,628 30.00%
315 21,383 0.49 20,426 95.52% 6,128 30.00%
316 20,088 0.46 18,642 92.80% 5,593 30.00%
317 21,045 0.48 17,394 82.65% 5,218 30.00%
318 16,009 0.37 15,717 98.17% 4,715 30.00%
319 14,634 0.34 14,634 100.00% 4,390 30.00%
320 15,099 0.35 15,099 100.00% 4,530 30.00%

321 22,528 0.52 ~ 22,528 100.00% 6,759 30.00%
322 19,175 0.44 19,175 100.00% 5,752 30.00%
323 15,759 0.36 15,759 100.00% 4,728 30.00%
324 15,448 0.35 15,448 100.00% 4,634 30.00%
325 15,494 0.36 15,494 100.00% 4,648 30.00%
326 15,763 0.36 15,763 100.00% 4,729 30.00%
327 15,310 0.35 15,310 100.00% 4,593 30.00% _
328 15,460 0.35 15,460 100.00% 4,638 30.00% __
329 15,046 0.35 15,046 100.00% _ 4,514 30.00%
330 15,699 0.36 15,699 100.00% 4,710 30.00%
331 15,617 0.36 15,617 100.00% 4,685 30.00%
332 16,862 0.39 16,862 100.00% 5,058 30.00%
333 15,998 0.37 15,998 100.00% 4,799 30.00%
334 18,616 0.43 18,616 100.00% 5,585 30.00%
335 27,388 0.63 24,179 88.28% 7,254 30.00%
336 29,919 0.69 23,544 78.69% 7,063 30.00%
337 34,996 0.80 22,022 62.93% 6,606 30.00%
338 20,454 0.47 16,101 78.72% 4,830 30.00%
339 18,619 0.43 17,205 92.41% 5,162 30.00%
340 18,214 0.42 16,085 88.31% 4,826 30.00%
341 17,207 0.40 15,762 91.60% 4,729 30.00%
342 17,615 0.40 15,917 90.36% 4,775 30.00%
343 17,237 0.40 16,476 95.58% 4,943 30.00%
344 18,486 0.42 17,711 95.81 % 5,313 30.00%
345 21,088 0.48 18,097 85.81% 5,429 30.00%
346 22,987 0.53 21,937 95.43% 6,581 30.00%
347 16,175 0.37 16,175 100.00% 4,853 30.00%
348 15,961 0.37 15,961 100.00% 4,788 30.00%
349 15,460 0.35 15,460 100.00% 4,638 30.00%
350 15,623 0.36 15,623 100.00% 4,687 30.00%
351 15,746 0.36 15,746 100.00% 4,724 30.00%
352 16,590 0.38 16,590 100.00% 4,977 30.00%
353 22,250 0.51 21,034 94.54% 6,310 30.00%
354 20,448 0.47 19,507 95.40% 5,852 30.00%
355 21,933 0.50 20,525 93.58% 6,158 30.00%
356 19,911 0.46 18,453 92.68% 5,536 30.00%
357 19,735 0.45 18,684 94.67% 5,605 30.00%
358 18,528 0.43 17,560 94.78% 5,268 30.00%
359 18,883 0.43 17,816 94.35% 5,345 30.00%
360 18,819 0.43 17,733 94.23% 5,320 30.00%
361 21,482 0.49 20,458 95.23% 6,137 30.00%
362 22,116 0.51 20,456 92.49% 6,137 30.00%
363 20,252 0.46 19,439 95.98% 5,832 30.00%
364 21,214 0.49 19,059 89.84% 5,718 30.00%
365 20,842 0.48 19,324 92.72% 5,797 30.00%
366 23,040 0.53 21,271 92.32% 6,381 30.00%
367 22,777 0.52 21,776 95.61% 6,533 30.00%
368 21,594 0.50 20,742 96.06% 6,223 30.00%
369 20,726 0.48 20,096 96.96% 6,029 30.00%
370 20,974 0.48 20,373 97.13% 6,112 30.00%
371 20,286 0.47 19,256 94.92% 5,777 30.00%
372 19,376 0.44 19,137 98.77% 5,741 30.00%
373 22,758 0.52 21,961 96.50% 6,588 30.00%
374 21,978 0.50 21,642 98.47% 6,492 30.00%
375 19,473 0.45 17,280 88.74% 5,184 30.00%
376 23,859 0.55 22,732 95.27% 6,819 30.00%
377 22,993 0.53 21,268 92.50% 6,380 30.00%

378 26,782 0.61 23,000 85.88% 6,900 30.00%
379 23,088 0.53 23,000 99.62% 6,900 30.00%
380 23,340 0.54 23,000 98.54% 6,900 30.00%
381 25,532 0.59 23,000 90.08% 6,900 30.00%
382 35,655 0.82 30,574 85.75% 9,172 30.00%
383 22,782 0.52 21,973 96.45% 6,592 30.00%
384 16,447 0.38 16,447 100.00% 4,934 30.00%
385 25,131 0.58 22,469 89.41 % 6,741 30.00% _ _
386 26,457 0.61 24,844 93.90% 7,453 30.00%
387 21,536 0.49 17,650 81.96% 5,295 30.00%
388 20,681 0.47 17,474 84.49% 5,242 30.00%
389 28,828 0.66 24,388 84.60% 7,316 30.00%
390 28,457 0.65 22,298 78.36% 6,689 30.00%
391 29,615 0.68 23,981 80.98% 7,194 30.00%
392 29,659 0.68 26,268 88.56% 7,880 30.00%
393 28,789 0.66 25,470 88.47% 7,641 30.00%
394 25,824 0.59 19,762 76.52% 5,929 30.00%
395 23,221 0.53 20,277 87.32% 6,083 30.00%
396 25,030 0.57 22,615 90.35% 6,784 30.00%
397 28,635 0.66 26,996 94.28% 8,099 30.00%
398 24,315 0.56 21,534 88.56% 6,460 30.00%
399 20,695 0.48 18,941 91.53% 5,682 30.00%
400 20,157 0.46 18,944 93.98% 5,683 30.00%
401 19,165 0.44 17,702 92.37% 5,311 30.00%
402 18,174 0.42 16,572 91.19% 4,972 30.00%
403 17,182 0.39 16,069 93.52% 4,821 30.00%
404 16,867 0.39 15,710 93.14% 4,713 30.00%
405 17,121 0.39 16,918 98.81% 5,075 30.00%
406 19,170 0.44 18,003 93.91% 5,401 30.00%
407 19,736 0.45 17,957 90.98% .5,387 30.00%
408 26,338 0.60 25,752 97.78% 7,726 30.00%
Total 3,135,974 71.99 2,898,551 92.43% 869,565 30.00%

Burton Farm Development Company, LLC
Mill Creek Phase II Shoreline Stabilization
CAMA Major Permit Application
November 19, 2007
PROPOSED PROJECT DESCRIPTION
Site Location
The site is an approximately 121 acre parcel located along the Neuse River and accessed via Burton Farm
Road (NCSR 1120). The site is approximately centered around latitude 34.9881863°N and longitude
76.8467657°W. The tract is part of the larger Burton Farm Development, LLC property which has been
subdivided into three separate projects; Mill Creek Phase I and Phase II (this project) and Arlington
Place.
Proposed Work
The applicants propose to install 1,825 linear feet of retaining wall along the shoreline at the Mill Creek
Phase II subdivision. The proposed retaining wall will be installed landward of the existing Section 404
and coastal wetlands.
Stormwater Management
A Division of Water Quality Stormwater Management Permit (SW7070602) has been issued for the
infrastructure and all of the lots associated with the development. A copy of the Stormwater permit has
been included with this permit application. The stormwater permit specifically addresses all future
development associated with the residential development. The proposed work is not considered to be
impervious and therefore, will not require a modification of the existing permit.
Water and Sewer
All lots associated with the development will be served by on site septic and potable water service will be
provided by Pamlico County.