20081277 Ver 2_CAMA Application_20081229

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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
17 December 2008
EXPRESS PERMIT REVIEW PROGRAM
v
MEMORANDUM DEC 2 9 2008
TO: Cyndi Karoly5??
Division of Water Quality
FROM: David W. Moye
Express Permits Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Beacon Street Norfleet, LLC
C/O Scott Dixon
Project Location: End of SR 1720 at 27810 Norfleet Shores Road adjacent the Pungo River
and Little Creek near Belhaven in Beaufort County, North Carolina
Proposed Project: The applicant proposes to develop a 47-lot subdivision with access roads,
bulkhead and breakwater, and construct a common area with a boat ramp
and a 4-slip pier on Little Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 7 January 2009. If you have any questions regarding the proposed project, please
contact David W. Moye at 252-948-3852. 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
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagement.net/
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110%a Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Beacon Street Norfleet, LLC C/O Scott Dixon
2. LOCATION OF PROJECT SITE: end of SR 1720 at 27810 Norfleet Shores Road adjacent the Pungo
River and Little Creek near Belhaven, in Beaufort County, North Carolina
Photo Index - 1995: 118-1287; N,O,P,Q,R-14-22, S,T-15-20, U-15-19, V-14-18, W-14-15, X-14
State Plane Coordinates - X: 2,704,400 Y: 647,800 GPS Rover File: did not obtain
Pantego (lower right corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/02/08
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 12/17/2008
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Limited Transition (land), Conservation (water, wetlands)
(B) AEC(s) Involved: EW, PTA, CS, CW
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Individual septic systems
(F) Type of Structures: Existing - None
Planned - Bulkhead, breakwater, boat ramp, piers, boat lifts, roads, bridge,
and elevated walkways
(G) Estimated Annual Rate of Erosion: 1 foot
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
nPipni n Fn T pn nrr=lD
(A) Vegetated Wetlands ±21,422 ft2 ±11,536 ft2
404 Wetlands Roads, boat Shaded - bridge,
ramp walkways

(B) Non-Vegetated Wetlands
1827 ft
2

River/Creek bottom Boat ramp
(C) Other ±296,208 ft2
Highground roads
(D) Total Area Disturbed: ±7.58 acres (±329,993 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SB-NSW (Pungo River), SC-NSW (Little Creek)
Open: No - the southeast portion of the site on Pungo River is open
8. PROJECT SUMMARY: The applicant proposes to develop a 47-lot subdivision with access roads,
bulkhead and breakwater, and construct a common area with a boat ramp and a 4-slip pier in Little
Creek.
Norfleet Point Subdivision
Beacon Street Norfleet, LLC
CIO Scott Dixon
Beaufort County
Express Permit Review Program
Project setting
Brian Rubino, with Quible & Associates, P. C., on behalf of Beacon Street Norfleet,
LLC (c/o Scott Dixon), has requested the attached application be processed under the
Express Permit Review Program, for a planned development under the name of Norfleet
Point Subdivision. The project site is located at the end of SR 1720 (at 27810 Norfleet
Shores Road) on the Pungo River and Little Creek, near Belhaven in Beaufort County,
North Carolina. Pungo River at this location is classified as Coastal Water and Little
Creek is classified as Inland Water. Currently, Little Creek has no development on it with
the exception of a small landing associated with a single family residence on the opposite
shoreline from the project site.
The applicant owns a total of ±85.67 acres of land and is proposing to develop a 47-
lot subdivision including five common open spaces and one common boating access area.
The project site has ±6,705' of shoreline and the elevation of the upland portions of the
site are ±5' above the Normal Water Level (NWL). Approximately 3,150' of the site fronts
the Pungo River with an additional ±3,555' adjacent Little Creek.
Approximately 45.6 acres of the site have been delineated as Section 404 Wetlands
by David Schaffer of the US Army Corps of Engineers. The wetland meanders across the
site and creates six distinctive "islands" of uplands. Adjacent Little Creek, a large portion
of the 404 Wetland area has been delineated as Coastal Wetlands by Steve Trowell of the
Division of Coastal Management. A small area of Coastal Wetland has also been
delineated by Mr. Trowell adjacent the Pungo River. The total amount of Coastal
Wetlands on the site is 12.0 acres. The 404 wetland area is vegetated with pines, some
cypress, maple, water oak, ferns, wax myrtle, pennywort, greenbrier, and switch cane. The
Coastal Wetland area is vegetated with Sgartina cvnosuroides, S. patens, and Juncus
roemerianus.
The upland portions of the site are vegetated with mature pines, mixed hardwoods,
switch cane, upland grasses, and poison ivy. There is no development on the site at this
time. No submerged aquatic vegetation (SAV) was noted in the project area during a SAV
survey conducted on 5 September 2007 by Quible & Associates. The existing water
depths at the project area location range from -2.5' to -3.5' below the NWL.
The property is bordered on the south (downstream side on Pungo River) by the
existing developed Norfleet Shores Subdivision with dwellings, landscaped properties,
bulkheads and piers. The site is bordered on the west (upstream side on Little Creek) by
undeveloped property vegetated similarly to the applicant's.
The Pungo River in this area is classified SB-NSW and Little Creek is classified SC-
NSW by the Environmental Management Commission. The southern portion of the site
adjacent the Pungo River is open to shellfishing. Stormwater Permit No. SW7080722 was
issued by the Division of Water Quality on 8 October 2008 for the project (attached). The
Norfleet Point Subdivision
Beacon Street Norfleet, LLC
C/O Scott Dixon
Beaufort County
Express Permit Review Program
Page Two
Public Water Supply Section approved an Authorization to construct permit (DEH Serial
No. 08-01477) on 23 September 2008 (attached).
Project description
The applicant proposes to develop the tract by creating 47 single-family lots ranging
in size from 0.54 acres to 2.64 acres with access roads and a community boating access
area.
The community boating access area is proposed within the area identified on the
plats as Common Open Space #2 on Little Creek. A concrete boat ramp is proposed, in an
area void of Coastal Wetlands where the uplands comes very close to the NWL, that will
be 15' wide and will project into the creek 20'. The 15' wide concrete boat ramp will
extend 20' onto the property and connect into an asphalt drive with a boat trailer turn
around area and a parking area. Approximately 887 ft2 (0.02 acres) of 404 wetlands will
be filled as a result of the ramp installation. The existing water depth at the end of the
proposed boat ramp is ±2.5' below the NWL.
A 6' wide by 34' long launch pier is proposed adjacent the new boat ramp on the
upstream side and a 8' wide by 139' long pier including a 16' wide by 36' long platform
angling away from the boat ramp on the downstream side. The 16' platform area will have
a 16' by 16' roofed gazebo as well as 3 - 4' by 30' long finger piers creating 4 -13' by 30'
slips. The total platform area associated with the piers and platform will be ±1,888 ft2
which is well below the 8,564 ft2 allowed with 2,141' of common area shoreline. Each slip
will have a 13' by 13' uncovered boat lift installed for use on a first come basis by the
subdivision residents. The back side of the platform and access pier will have a railing
installed to prohibit the mooring of vessels in this area. The existing water depth in the
location of the proposed slips is -3.5' below the NWL.
The applicant proposes to install ±1,223' of bulkhead adjacent the upland areas of
lots 2 through 12. An additional ±670' of bulkhead is proposed adjacent the upland areas
of lots 13 through 17. Both of these areas are adjacent the Pungo River and the bulkhead
alignment will be at the NWL resulting in no fill below the NWL. The remaining shoreline
on the Pungo River consist of wetlands and the applicant proposes to stabilize these areas
with a free standing wooden breakwater. A total of ±2,367' breakwater will be constructed
in three distinct areas; 1) ±226' adjacent lots 1 and a small portion of lot 2, 2) ±736'
adjacent common open space #1 and including a small portion of lots 12 and 13, and 3)
±1,405' adjacent common open area #2 wrapping around the point and into Little Creek to
the proposed boat ramp at the community boating access area. The breakwater alignment
will be located at the NWL. A series of 1/2" wide slots are proposed every 6" and these
openings will run from the bottom contour to the top whaler of the structure. The maximum
height of the breakwaters will be 1.0' above the NWL. No earthen fill is proposed with the
breakwater portion of this project.
Norfleet Point Subdivision
Beacon Street Norfleet, LLC
C/0 Scott Dixon
Beaufort County
Express Permit Review Program
Page Three
A series of walkways (±3,183' total) are proposed connecting the common open
spaces. The walk ways will be at grade paths (8' wide) on the upland areas and elevated
wooden walkways (10' wide) over the wetland areas. Approximately 1,000' of the 10' wide
walkways are proposed over wetland areas including both 404 wetlands and a 75' wide
area of Coastal Wetlands. The walkways over the 404 wetland areas will be elevated a
minimum of 3' measured from the wetland substrate to the bottom of the decking.
The proposed road construction will result in filling a total of ±20,535 ft2 (0.47 acres)
of 404 wetlands at 10 separate locations on the project site. A bridge over a 404 wetland
area is also proposed. The breakdown of the impacts is listed below:
Fill Area #1 - Install an 18" diameter by 40' long culvert and construct an asphalt
road with a 50' base width and an 18' paved surface. This will result in the filling of ±3,592
ft2 of 404 wetlands.
Fill Areas #2 and #3 - Install an 18" diameter by 28' long culvert and construct an
asphalt road with a 37' base width and an 18' paved surface. This will result in the filling
of ±212 ft2 and ±130 ft2 of 404 wetlands.
Fill Area #4 - Construct an asphalt road with a 37' base width and an 18' paved
surface. This will result in the filling of ±2,923 ft2 of 404 wetlands.
Fill Area #5 - Install an 18" diameter by 44' long culvert and a 18" diameter by 32'
long culvert, and construct an asphalt road with a 50' base width and an 18' paved
surface. This will result in the filling of ±9,647 ft2 of 404 wetlands.
Fill Area #6 - Construct an asphalt road with a 50' base width and a 14' paved
surface. This will result in the filling of ±78 ft2 of 404 wetlands.
Fill Area #7 - Construct an asphalt road with a 40' base width and a 14' paved
surface. This will result in the filling of ±200 ft2 of 404 wetlands.
Fill Area #8 - Install an 18" diameter by 26' long culvert and construct an asphalt
road with a 20' base width and a 12' paved surface. This will result in the filling of ±1,770
ft2 of 404 wetlands.
Fill Area #9 - Fill ±761 ft2 of 404 wetlands associated with the installation of the
proposed bridge.
Fill Area #10 - Install an 18" diameter by 20' long culvert and backfill creating a
high ground connection between the two upland sections of Lot #2. This will result in the
filling of ±1,222 ft2 of 404 wetlands.
Norfleet Point Subdivision
Beacon Street Norfleet, LLC
C/O Scott Dixon
Beaufort County
Express Permit Review Program
Page Four
Bridge - Construct a ±24' wide by ±64' long wooden bridge over a 404 wetland area
associated with the construction of the new road accessing lots #27 - #38. The bridge
over the 404 wetland area will be elevated a minimum of 3' measured from the wetland
substrate to the bottom of the stringer. The shaded impact over 404 wetlands will be 1,536
ft2.
Approximately 6.8 acres (296,208 ft2) will be graded and/or filled as a result of the
proposed development. Impervious surface within the 30' Public Trust Shoreline AEC of
Little Creek is limited to the boat ramp access (±450 ft2). No impervious surface is
proposed within the 75' Estuarine Shoreline AEC of the Pungo River at this time. Onsite
septic systems with drain fields are proposed for the individual lots. County water will
supply the drinking water to the site.
Anticipated impacts
The project as proposed will result in the filling of ±300 ft2 of creek bottom
associated with the construction of the boat ramp. In addition, the installation of the boat
ramp will result in the filling of ±887 ft2 of 404 wetlands. Approximately 1,888 ft2 of creek
bottom will be shaded by the construction of the four slip access pier and associated
launch pier at the boating access area. Approximately 11,536 ft2 of 404 wetlands
(including 750 ft2 of Coastal Wetlands) will be shaded as a result of the proposed
construction of the access walkways and bridge construction. The road construction and
culvert installation will result in the filling of ±20,535 ft2 of 404 wetlands. The total fill
proposed for 404 wetland areas is 21,422 ft2 (0.5 acres). A total of ±1,596,909.6 ft2
(±36.66 acres) will be disturbed as a result of the development activities which includes the
access roads and the building footprint of all the lots.
David W. Moye -17 December 2008
Quible
Quible & Associates, RC, P.O. Drawer 870
Kitty Hawk, INC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone: [phone]
Fax: [phone]
SINCE 1959
PRINCIPALS
Sean C. Boyle, P.E.
TRANSMITTAL Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivieso, P.E.
ASSOCIATES
David Moye Joseph J. Anlauf, P.E.
NC Division of Coastal Management Katherine C. Marchello, P.L.S.
943 Washington Square Mall
Washington, NC 27889
December 15, 2008
RE: Norfleet Point
Express CAMA Major Submission
Enclosed is the complete CAMA Major Application Package for Norfleet Point including:
• Sheets 1-4 CAMA Major Plans (27 copies)
• Agent Authorization letter
• Project Narrative
• MP-1, MP-2, MP-3, MP-4, MP-5
• Lot Area Spreadsheet
• SAV Survey Report, 9-13-07 (27 copies of the color Figure 2 included)
• USACE Jurisdictional Determination, 3-10-08
• Letters to Adjacent Riparian Owners and certified mail confirmation from USPS.com with
certified mail receipts and one of the green cards (I'll provide the second green card as
soon as it returns)
• DEH Waterline Authorization Letter, 9-3-08
• SWMP (SW7080722), 10-8-08
• Deed
• Signed USACE Wetland Delineation plat, 3-10-08 (27 copies)
Please contact me at [phone] or [e-mail] to discuss anything in relation to
this submission. Thanks for your assistance with this project.
Sincerely,
Q & Associates, P.C.
Brian Rubino

CAMA Major Permitting- Narrative December 2008
Norfleet Point
The subject property is a 85.67 acre tract of land owned by Beacon Street Norfleet, LLC located
on the Pungo River and Little Creek in Beaufort County, North Carolina. The tract is currently
wooded and undeveloped. The tract consists of uplands, wooded freshwater Section 404
wetlands and herbaceous Juncus roemerianus dominated coastal wetlands. The tract is in the
Tar-Pamlico River Basin and DWQ buffer zones are in place. The Pungo River side of the tract
also contains a 75 ft Area of Environmental Concern (AEC) measured from the normal water level
(NWL). The Pungo River side of the tract is erosive and contains shallow waters. A SAV survey
and water depth survey was performed on September 5, 2007 in Little Creek. The Little Creek
shoreline is relatively deep and contains an extremely soft mucky bottom with no SAV resources
identified.
Section 404 wetlands have been delineated and confirmed by USACE on March 10, 2008. The
coastal wetlands have been delineated by NCDCM in January 2008. The site plan indicates all
approved wetlands lines, buffer zones and AEC's. The quarter width line in Little Creek has been
developed by Quible in direct coordination with DCM.
The proposed work involves a 47 lot residential subdivision with access roads, on-site septic
treatment systems (to be permitted through Beaufort Co. Health Dept.), and potable water from
Beaufort County Water Dept. Road construction requires 0.47 acres of Section 404 (non-coastal)
wetland impacts. In one location (near Lot 38), Section 404 (non-coastal) wetlands will be
bridged to avoid additional fill impacts. There will be a system on nature trails on the property
(Trails 1-5). In any location where the trails cross wetlands, the bottom of the decking will be
elevated 3 ft above the wetland substrate elevation. A NC Low Density Stormwater Management
Plan was approved by DWQ on October 8, 2008 (see attached SW7080722, dated 10-8-08).
This plan is being modified to include the proposed boat ramp and some minor lot
reconfiguration.
Near the point on the Little Creek side of the subject tract, the applicant proposes a concrete boat
ramp, a four slip mooring area with boatlifts, access piers, a 16 ft x 16 ft gazebo, a boat staging
pier and pile-supported walkways to access the piers. The slip sizes are 13 ft x 30 ft. The slips
include three finger piers and each proposed slip includes four mooring pilings per side. The boat
ramp includes an additional 0.02 acres of Section 404 (non-coastal) wetlands impacts. On the
back side of the boat mooring pier, a railing will be constructed to prevent mooring on this side as
requested by DCM. This pier is proposed to be 8 ft wide since it will be accessible to all lot
owners of Norfleet Point and not only the future owners of the four slips. It is likely that there will
be several people utilizing the pier and gazebo on any given day in the warmer months. Since
the width of this proposed pier is 8 ft, this is considered to be a platform according to DCM. The
total platform area is 1,234 sq.ft. The boat staging pier on the opposite side of the ramp will be
for temporary staging of boats going in and out of the water here and will be 6 ft wide.
Also proposed is shoreline stabilization, consisting of bulkheading adjacent to uplands on the
Pungo River side of the tract, and free-standing slotted breakwater adjacent to wetlands on the
Little Creek and Pungo River sides of the tract. This will include the shoreline in front of Lot 1 as
well as common riparian areas.
Sheet 1 is the overall site plan that includes the entire subdivision, Sheet 2 concentrates on the
ramp and mooring area and Sheet 3 includes blow-up plan views of each of the wetland impacts
areas, and Sheet 4 includes structure and fill details.
Compensatory mitigation for wetland impacts will include preservation of 5 acres of Section 404
wetlands on the tract by means of a protective covenant. This will perpetually protect this area of
wetlands from any future fill. In addition, the applicant will record protective covenants that
restrict any future wetland fill impacts for lots 13 and 18-21 and 31-34. Mitigation for any buffer
zone impacts will include payment to the NC EEP as an in-lieu payment.
DCM 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
Beacon Street Norfleet, Llc Project Name (if applicable)
Norfleet Point
Applicant 1: First Name
Scott MI Last Name
Dixon
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
3126 Sussex Road PO Box City
Raleigh State
NC
ZIP
27607 Country
USA Phone No.
919 - 785 - 1445 ext. FAX No.
919 - 785 - 1446
Street Address (if different from above) City State ZIP
Email
2. Agent(Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name MI Last Name
Brian D Rubino
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
P.O. Drawer 870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 3300 ext. 240 ext.
FAX No. Contractor #
252 261 1260
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shores NC 27949-
Email
[e-mail]
<Form continues on back>
252.808-2608 a: 1-888-4l2taO ST m. vsrww,nc oastal anacge ent.net
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort 27810 Norfleet Shores Road 1720
Subdivision Name City State Zip
future- Norfleet Point (not currently subdivided) Belhaven NC -
Phone No. Lot No.(s) (if many, attach additional page with list)
ext. 1-47,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Pungo 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 Pungo 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.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
6,705 3,731,785 sq.ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
See attached chart, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +5 ft ?NHW or ®NWL
e. Vegetation on tract
Upland: loblolly pine, wax myrtle, american holley, southern red oak, switchcane, poison ivy
Wetland (Non-coastal): red bay, royal fern, netted chain-fern, red maple, water oak, loblolly pine, greenbriar, switchcane
Wetland (Coastal): black needle-rush, salt meadow cordgrass, Groundsel bush, marsh hay, pennywort
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential and undeveloped
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
No Zoning ordinance in Beaufort County Unincorporated (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?
1. 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>
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Form DCM MP-1 (Page 3 of 5)
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.
No existing facilities
o. Describe existing drinking water supply source.
No existing water supply to property; Beaforty Co. water available
p. Describe existing storm water management or treatment systems.
No existing system; a design for the proposed subdivision has been submitted to NCDWQ by Quible
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.
4 slip mooring area on Little Creek for lot owners in Norfleet Point; Lot owners along the Pungo River and interior lots will be
able to utilize the slips at a first come/first serve basis; There will be a boat ramp, pier and gazebo for use of lot owners at
Norfleet Point; Bulkhead will be constructed along Pungo River for shoreline stabilization where uplands meet the River;
Free-standing, slotted breakwater (no tie-backs or fill) will be constructed along Pungo River and around the Point for
shoreline stabilization/wetland protection where wetlands meet the River. Future lot owners will construct single-family
residences; the boat mooring area, gazebo and pier will be an amenity (See Narrative for more detail)
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 pilings for the dock, pier and slips will be driven with vibratory hammer; manual construction practices will be used to
install structural beams, stringers and bracing. The boat ramp will be concrete and not poured and cured in water. The ramp
will be constructed from pre-fabricated slabs or it will be poured in place (in the dry) by installation of a coffer dam.
Shallow draft barge, excavator with vibratory hammer or similar pile driving equipment, back hoe/ loader, hydraulic drill, chain
saw. Equipment will be kept on-site during the construction period.
d. List all development activities you propose.
47 lot subdivision with roads (no individual lot improvements beyond shoreline stabilization to be permitted within a CAMA
AEC at this time); 4-slip boat mooring area in Little Creek; pier and gazebo
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? Total at Build out: 36.66
?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.
surface runoff; no direct discharges planned
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 [DNA
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? [DYes ?No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
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 properly 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 Joseph and Eleanor Pirhalla Phone No.
Address 2514 Emerson Drive, Wilmington, DE 19808
Name Harold R. Smith Phone No.
Address P.O. Box 217, Chocowinity, NC 27817
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.
SWMP, DWO (SW7080722), 10-8-08
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. Certification and Permission to Enter on 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 6 - 6 Print Name 5c"-H- Dixon No 4? L C_
Signature P'Z
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
252-;8t3a3-2808 .. I-888.41RCOA;a°i" r rv?.r s c eaa ?f trg € as say f..r k
Form DCM MP-1 (Page 5 of 5)
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
APPLICATION for
Major Development Permit
252-80a-280 .., 1-888-4RCOA a'€" e? r?v3sr? cs?xar € a a a .??a?fi
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
(NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
or Breakwater shoreline
NWL stabilization
Length 20 ft
Width 15 ft
Avg. Existing

Depth 2.5 ft NA NA
Final Project

Depth 2.5 It NA NA
1. EXCAVATION 0This section 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 d. High-ground excavation in cubic yards.
(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:
2. DISPOSAL 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? d. (i) Will a disposal area be available for future maintenance?
[]Yes ?No ?NA []Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), []Yes ?No ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of disposal in these areas:
252-808-2308 °s 1- 88-4R OAST :. vrwyr.ncc:oast_a6 art e ol'ne wt.net revised- '12126/06
` ri ,_. _P- (Excavation and Fill, Page of 2)
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
SBulkhead ?Riprap ?Breakwater/Sill ?Other:
C. Average distance waterward of NHW or NWL: 0 ft
e. Type of stabilization material:
Wood
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 0 Riprap N/A
Breakwater/Sill 0 Other N/A
i. Source of fill material.
Off-site approved
U. Lengm: I JJVJ TT;
Width: 1.5 ft
d. Maximum distance waterward of NHW or NWL: 0
(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.
1 ft +/- along Pungo (inspections)
h. Type of fill material.
sand-dominated
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material ha nlarari in f-AIN
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area 0.5 acres (Areas 1-11 on Plan)
(iv) Purpose of fill
Section 404 (non-coastal) wetlands fill for boat ramp and
road crossings
a. How will excavated or fill material be kept on site and erosion b.
controlled?
NCDENR SESCP Plan (silt fencing and vegetative stabilization)
C. (i) Will navigational aids be required as a result of the project? d
?Yes NNo ?NA
(ii) If yes, explain what type and how they will be implemented.
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:
road crossings and boat ramp
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
dozer, backhoe, roller
(i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ENo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
C-2-'S O p$ cfi L i- L
SCdfi DI Xo?-, ,TS
fro-.S?r«E Nc,tle,
Date A cant Name
- ?f" • 2
N F 1 ?e? r Po i jfi A?A .411
Applicant Signature
Project Name
2;52-8OR- 8 a r: 1.888-4RCO rS`t fj vv.n coa_sta,lmanp , tykt
--- _..._.. revised.- 12/2'6/06
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
proposed.
47 residential structures will ultimately be proposed by
future property owners
c. Density (give the number of residential units and the units per
acre).
47 total (future): 0.55 units per acre
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 ENo ?NA
(ii) If yes, list the date submitted: to be submitted
b. Number of lots or parcels.
47
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
6.8 acres (does not include future individual residential
development)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt and concrete
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.001% (300 sq.ft. associated w/ boat ramp)
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.
8%(does not include future individual residential
development)
j. Describe proposed method of sewage disposal.
Individual on-site septic treatment systems
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
minor surface runoff
h. 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: 7-21-08 (DWQ#SW7080722)
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ONo ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes NNo ?NA
If yes, attach appropriate documentation.
2524308-28082 .a 1-888.14RC AS v w nexcoasta1ma n?9t me xt.tec # revised: 12/26/06
Form IMP- (f u ci N of 2
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Beaufort County Water Disribution System
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
Lots are not a platted subdivision at this time
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA

Date
Nor-?t.??? P? ?,-t-
Project Name
SCa?4 ?i xo v, ptGCe?? 54 e--,+ Afor-ke c:E i t.. L C,
Ap nt Name p -
Applicant Signature

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ?This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
?Commercial ?Public/Government EPrivate/Community ?Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length (1) @ 139 ft, (1) @ 34 ft
(iv) Width (1) @ 8 ft, (1) @ 6 ft
(v) Floating ?Yes ®No
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?Nc
3
30
4
?Yes ONo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length gazebo and surrounding deck not included as
dock = 343 sq.ft.
(iv) Width gazebo= 16'x 16'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
4
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
k. Typical boat length: 24 ft
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 4 (within proposed slips)
(iii) Length 13 ft
(iv) Width 13 ft
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 4
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
1. (i) Will the facility be open to the general public?
71 -2806 0. 1-888 4RCOAST n v €.riccoastaimaul revised.- 12/27/06
Form M MP-4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings? ?Yes ®No
®Yes ?No
(ii) If yes number of tie pilings?
32
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable l
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
No disposal at this docking facility
c. Describe the disposal of solid waste, fish offal and trash.
trash receptacles on-site
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge (signs will be posted)
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No boat maintenance such as powerwashing, sandblasting or painting allowed at this docking facility.
g. Where will residue from vessel maintenance be disposed of?
No boat maintenance such as powerwashing, sandblasting or painting allowed at this docking facility.
h. Give the number of channel markers and "No Wake" signs proposed. No channel markers proposed; 1 "No Wake" sign at the end of
the dock proposed
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fuel facilities
j. What will be the marina policy on overnight and live-aboard dockage?
no overnight, no live-aboard
k. Describe design measures that promote boat basin flushing?
Open water
2 s w w d :: m • °P : vvww.e a ?rlst ea ,Lxr re is ct. 12127106
f 4" P-AT, (Structures, gage of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes SNo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
®WL 886so.ft. []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial []Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4, GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) [D This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5 BREAKWATER (e.g., wood, sheetpile, etc.) [I This section not applicable
a. Length 2,367 ft b. Average distance from NHW, NWL, or wetlands
to be built at NWL
c. Maximum distance beyond NHW, NWL or wetlands
to be built at NWL
6. MOORING PILINGS and BUOYS ® This section not applicable
a. Is the structure(s):
[]Commercial []Public/Government []Private/Community
c Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252••808-280a - 1-888-4RCOAS vvwirv nccsc+asta6m rr a s ?rst, t € t€ e€ 12/27106
• Form D C P- (Structures, Page of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
breakwater is 0 ft from Pirhalla property line, staging pier is
2,200 ft from the Smith property line
b. Proximity of structure(s) to adjacent docking facilities.
no adjacent docking facilities
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
varies: 290 ft to 500 ft
d. Water depth at waterward end of structure at NLW or NWL
3 ft plus
e. (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.
8. OTHER
a. Give complete description:
Gazebo: 16 ft x 16 ft (see plan view and cross-section)
This section not applicable
kZ io- C)Date
Project Name
S(0\? `QiXUn ;.6<_ ,w-. h1nF??oef LLC_
Applicant Name
JVVD?
Applicant Signature
252-808-2803 a 1-88 fs4 C S ? W rrc r tafe ?t?. - q.nc
r e fi t. , vise`d. 12127;06
Nm16MM0.5
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.
1. BRIDGES ?This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ®Private/Community Section 404 non-coastal wetlands
c. Type of bridge (construction material):
timber
d. Water depth at the proposed crossing at NLW or NWL:
0 (no surface water)
e. (i) Will proposed bridge replace an existing bridge? ?Yes []No f
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge: 64 ft
Will the proposed bridge affect existing water flow? ?Yes ®No
If yes, explain:
k• Navigation clearance underneath proposed bridge: NA
m. Will the proposed bridge cross wetlands containing no navigable
waters? ®Yes ?No
If yes, explain: Crosses Section 404 (non-coastal) wetlands
(i) Will proposed bridge replace an existing culvert? ?Yes ENo
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 24 ft
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ®No
If yes, explain:
n. Height of proposed bridge above wetlands: 3 ft
2. CUL VERTS ? This section not applicable
a. Number of culverts proposed: 6
b. Water body in which the culvert is to be placed:
Section 404 (non-coastal) wetlands
< Form continues on back>

C. Type of culvert (construction material):
Steel
d. (i) Will proposed culvert replace an existing bridge?
?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
e. (i) Will proposed culvert replace an existing culvert?
?Yes ®No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
i
f• Length of proposed culvert: (1) @ 20'. (1) @ 26', (1) @ 28' (1)
@ 32, (1) @ 40' (1) @ 44'
V
h. Height of the top of the proposed culvert above the NHW or NWL.
approximately 2.5 ft
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
9. Width of proposed culvert: 18"
Depth of culvert to be buried below existing bottom contour.
Of
k. Will the proposed culvert affect existing water flow?
If yes, explain:
?Yes ®No
3. EXCAVATION and FILL []This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ENo
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? Oyes ?No
If yes,
(ii) Avg. length of area to be excavated: fill area number 2
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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
OWL 243 []None
(ii) Describe the purpose of the excavation in these areas:
Exacavtion of 0.5 ft into wetland substrate for five of the
culverts prior to filling.

d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: on-site for approved wetland area fill
(ii) Dimensions of the spoil disposal area: within the 0.5 acres of proposed wetlands fill
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlandsimarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV OWL ?SB ?None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above,
e.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above to
be placed below NHW or NWL? ?Yes No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
9•
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: 5,948 ft
(iii) Avg. width of area to be filled: 37 ft
(iv) Purpose of fill: dimensions are for the total access road
lengths.
4. GENERAL
a.
Will the proposed project require the relocation of any existing
utility lines? ?Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
b. Will the proposed project require the construction of any temporary
detour structures? ?Yes ®No
If yes, explain:
< Form continues on back>
:y `" r, - x#f<t°? , of
C. Will the proposed project require any work channels? d
?Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example, f
dragline, backhoe, or hydraulic dredge)?
dozer, backhoe, roller
How will excavated or fill material be kept on site and erosion
controlled?
Silt fencing
Will wetlands be crossed in transporting equipment to project site?
?Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
-2--to `U$
Date
orfte et
Project Name
Di x Ova 2.i CG cc. Stir -.e+ A/ ate{- A L L L
Ap scant Name
Applicant Signature

July 24, 2008
RE: Norfleet Point
Beacon Street Norfleet, LLC
Beaufort County, NC
I authorize Quible & Associates, P.C. to act as agent on behalf of Beacon Street Norfleet, LLC
for environmental permitting; including USAGE; DWQ and LAMA permits as necessary.

Name: _-ZJCI ?l >,ka,J Date -1-Zq-Cg
Norfleet Point- CAMA Major
MP-1 4.c.size of individual lots

LOT # TOTAL AREA
(sq.ft. and acres)
UPLAND AREA WETLAND
AREA
1 35,767 0.82 25,338 10,429
2 39,236 0.90 29,474 9,762
3 34,457 0.79 5,
4 31,477 0.72 31,477 0
5 31,439 0.72 31,439 0
6 29,831 0.68 29,831 0
7 27,141 0.62 27,141 0
8 28,044 0.64 28,044 0
9 31,549 0.72 31,549 0
10 30,135 0.69 30,135 0
11 34,803 0.80 34,803 0
12 92,792 2.13 48,053 44,739
13 42,242
-
? 0.97 12,958 29,284
14 7!? 0.63 15,372 12,046
15 25,109 0.58 19,517 5,592
16 24,773 0.57 19,975 4,798
17 39,723 0.91 26,463 13,260
18 25,222 0.58 14,433 10,788
19 23,696
-
-
- 0.54 15,196 8,500
20 TTT4
T 1.43 7
21 87,999 2.02 12,476 75,522
22 101,575 2.33 27,061 74,514
23 81,534 1.87 32,285 49,249
24 25,574 0.59 22,307 3,268
25 31,003 0.71 23,142 7,862
6 47,878 7
27 68,370 1.57 38,186 30,184
28 80,917 1.86 41,484 39,433
29 60,439 1.39 50,416 10,023
30 69,666 1.60 47,960 21,706
31 64,809 1.49 29,131 35,678
32 60,791 1.40 20,002 40,789
33 65,504 1.50 18,772 46,732
34 68,438 1.57 30,128 38,310
35 74,705 1.71 39,203 35,502
36 114,877 2.64 38,315 76,562
37 32,956 0.76 32,956 0
38 43,935 1.01 29,366 14,569
39 83,819 1.92 41,638 42,181
40 52,757 1.21 32,957 19,800
41 44,003 1.01 30,726 13,278
42 45,996 1.06 31,694 14,302
43 24,863 0.57 22,177 2,686
44 24,212 0.56 19,329 4,883
45 27,695 0.64 22,967 4,727
46 31,731 0.73 22,202 9,530
47 40,620 0.93 33,995 6,625
1.
tern
a meat
PROGRAM
December 12, 2008
Scott Dixon
Beacon Street Norfleet, LLC
3126 Sussex Road
Raleigh, NC 27607
Project: Norfleet Point
Expiration of Acceptance: September 12, 2009
County: Beaufort
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. SCou must8l?otipljr vinthall'eth6r state. federal or local
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River CU Stream (feet) Wetlands (acres) Buffer I Buffer lI
Basin Location . (Sq. Ft.) -(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Tar- 03020104 0 0 0 0 0 0 1,484 5,134
Pamlico or
03020105
Credits Tar- 03020104 0 0 0 0 0 0 4,452 7,701
Pamlico or
03020105
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with 15A NCAC 02B.0242 Buffer Rule.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,
4??, L -d-
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Tracy Wheeler, USACE-Wilmington
Kyle Barnes, NCDWQ-Washington
Brian Rubino, agent
Fite
R&toring... E ... Prot" Ow Stn g
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 1 www.nceep.net
Quible
Quible & Associates, P.C.
P.O. Drawer 870
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Kitty Hawk, NC 27949
Phone: [phone]
SINCE 1959 Fax: [phone]
PRINCIPALS
Sean C. Boyle. P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivieso, P.E.
September 13, 2007
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Morchello, P.L.S.
Subject: September 5, 2007 SAV Analysis
The Norfleet Property
Beaufort County, North Carolina
To: Beacon Street Development Co. for Regulatory Agency Distribution
From: Brian Rubino, P.G., Quible & Associates, P.C.
Purpose:
The purpose of this document is for Quible & Associates, P.C. (Quible) to provide
Beacon Street and state and federal regulatory agencies with a survey report relating to
submerged aquatic vegetation (SAV) in proximity to a proposed future marina site on
Little Creek adjacent to the Norfleet Property (the project). The property is located on
Pungo River and Little Creek near the mouth of Pungo Creek located near the Town of
Belhaven (See Figure 1, USGS Topographic Map).
The September 5, 2007 SAV analysis performed by environmental scientists from Quible
(Brian Rubino and Warren Eadus) was conducted to examine the substrate of shallow
waters adjacent to the project for the presence of SAV, and to document the conditions
that may relate to SAV habitat. Quible has been contracted to evaluate these conditions
as a component of environmental analyses associated with future development, in
addition to a wetland delineation that has already taken place. This is an initial step
toward preparation of a master plan for site development that anticipates design and
permitting of a marina associated with a single family residential development on the
Norfleet property. The proposed marina location will be in Little Creek since this area is
protected and has natural adequate water depths.
Norfleet Property
SA V Survey
As required by the state and federal environmental regulatory agencies, the SAV survey
was conducted in the growing season. This survey was conducted at the peak or near-
peak conditions for SAV. No tropical storms or significant storm events occurred prior to
this evaluation that would have caused an early disruption of conditions supportive of
SAV.
A water depth analysis/survey was conducted by Quible prior to and during the
investigation for SAV and SAV habitat (See Figure 2, Aerial Photograph/Water Depth
Survey).
State and Federal Rules:
The State of North Carolina protects areas that are dominated by submerged aquatic
vegetation (SAV), which are called "SAV beds". In particular, dredging that impacts SAV
beds is not permitted. According to the North Carolina Administrative Code (NCAC),
SAV beds are described as "habitats in public trust and estuarine waters vegetated with
one or more species of submergent vegetation. These vegetation beds occur in both
subtidal and intertidal zones, and may occur in isolated patches or in extensive areas. In
either case, the bed is defined by the presence of above-ground leaves or below-ground
rhizomes and propagules" (NCAC 07H .0208(a)(6)). SAV is further referenced in
Chapter 4 of the 2004 North Carolina Coastal Habitat Protection Plan (NCCHPP).
On the Federal level, areas of SAV are considered to be "Essential Fish Habitat". As
defined in the Magnuson-Stevens Fishery Conservation and Management Act
(MSFCMA), EFH is considered "those waters and substrate necessary to fish for
spawning, breeding, feeding, or growth to maturity".
Conditions on May 31, 2007:
Air Temperature: 31.01C
Wind: <5 mph NNW
Water Quality Testing:
Water quality testing was performed in three locations that are depicted in Figure 2 with
the use of an HORIBA U-10 Water Quality Checker@ and a secchi disc.
2
Norfleet Property
SAV Survey
WQ1
Water Visibility: 2.0'
pH: 8.01
Dissolved Oxygen: 9.45 mg/L
Turbidity: 15 NTU
Salinity: 10.0 ppt
Temperature: 27.8 °C
WQ2
Water Visibility: 1.75'
pH: 8.20
Dissolved Oxygen: 12.40 mg/L
Turbidity: 15 NTU
Salinity: 10.7 ppt
Temperature: 28.9 °C
WQ3
Water Visibility: 2.0'
pH: 7.72
Dissolved Oxygen: 7.40 mg/L
Turbidity: 24 NTU
Salinity: 10.8 ppt
Temperature: 27.9 °C
Methodology:
Water depths were established using a 10 foot graduated measuring rod (depths
rounded to the nearest 0.25 feet) and located with a hand-held GPS unit (See Figure 2).
The method of analyzing the substrate in Little Creek into Pungo River for this survey
involved wading and diving the waters adjacent to the project. Initially, a cursory review
of bottom conditions in the vicinity of the subject property was performed and
observations relating to bottom conditions and water quality data were recorded.
Due to turbid conditions and low water visibility, the best way to evaluate to bottom was
to wade with bare feet and to dive with the use of snorkel and mask. In the shallow
waters (< -4 feet), wading was the most efficient way to cover the area. In water that
was deeper that -4 feet, wading was not possible to the soft bottom conditions. When
any materials were detected on the substrate, dives with snorkel and mask were
performed.
3
Norleet Property
SAV Survey
In water -4 feet deep or greater, dives were performed with fins, snorkel and mask. In
addition, cores were performed from the boat. Coring was performed with an extendable
bucket-type hand auger.
It was pre-determined that if any SAV was encountered, coverage estimates would be
performed based on percent cover standards'. In addition, species composition would
be recorded and samples would be taken to key species in the laboratory with SAV
manuals.
Findings:
Within the area evaluated, the bottom was void of live SAV. There were only minor
amounts of emergent marsh grass (Juncus roemerianus) along the edge of the
shoreline. Most of the coastal wetland areas are not normally inundated by tidal waters.
The bottom within Little Creek was extremely loose and dominated by silt (organic) and
some clayey material. There was a significant amount of dead wood that was preserved
in the mud substrate or semi-decomposed.
The bottom at the mouth of Little Creek and into Pungo River has a fine sand
component, with silt and clay in some locations. In general, the further out into Pungo
River, the more sand exists on the substrate. Rangifer clams and clam shells were
found at the mouth of Little Creek into Pungo River.
There were no identifiable rhizomes present in any of the cored material. Some minor
amounts of nondescript detritus were found in some areas along with wood material.
Interpretations:
The loose mud-type substrate found in Little Creek is not conducive to SAV since it is
very unstable. The sandier substrate type at the mouth of Little Creek in Pungo River
could support SAV, but none was encountered. No rhizomes were identified in core
1 A resource on hand during the investigation was percent cover standards (photographs) that were taken
from http://seagrasswatch.org/home.html
4
Norfleet Property
SA [Survey
samples in any areas. This suggests that SAV has not occurred in the recent past in the
areas sampled.
Discussion:
Quible has performed several SAV surveys this growing season in the region and in
general, this year has been productive for SAV. None of the surveys performed included
Little Creek or this portion of Pungo River.
Prior to beginning this SAV survey, Quible scientists had a discussion with
representatives of NC DWQ and USGS at the public boat ramp in Belhaven. They had
just performed a SAV survey in the waters of Pantego Creek in the vicinity of Belhaven
and had not detected any SAV. The data collection work being performed was part of a
basin-wide study of SAV. Their methodology involved hand raking from a boat in
shallow waters.
With submission of this document to pertinent regulatory agencies, Quible requests any
documentation that relates to historic SAV presence in this area. It is essential that our
client, Beacon Street Development Co., Inc. understands the agency position as it
relates to SAV, since future plans involve marina development.
Please feel free to contact Brian Rubino if you have any questions regarding this SAV
survey. You can reach me at [phone] at Quible & Associates, P.C.
Respectfully Submitted,
Quible & Associates, P.C.

Brian Rubino, P.G.
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. THE NO RFLEET PROPERTY
ENGINEERING • PLANNING • ENVIRONMENTAL SCIENCES • SURVEYING A PARCEL OF LAND IN
P.O. Drawe r 870 (8 Juniper Trail) Kitty Hawk North C arolina BEAUFORT COUNTY NORTH CAROLINA
QUADRANGLE LOCATION Phone:
Since 1959 [phone] Fox: [phone] Mw: BELHAVEN Sta e: NTS
Relermce Files:
05089
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-00950 County: Beaufort U.S.G.S. Quad: Pantego
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Dr. Ed Norfleet
Address: 640 Rock Creek Road
Chapel Hill, North Carolina 27514
Telephone No.: [phone]
Property description:
Size (acres) 122.36 acres Nearest Town Belhaven
Nearest Waterway Little Creek / Pungo River River Basin Tar-Pamlico
USGS HUC 03020104 Coordinates N 35.5033279 W -76.6297285
Location description A 122.36-acre tract located at the terminus of NCSR 1720 off of North Carolina Hi hwa 99
adiacent to the Pungo River south of the Town of Belhaven in Beaufort County North Carolina
Indicate Which of the Followin Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean
Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination
may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 3/10/08. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2
Action Id. SAW-2008-00950
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Mr. Scott Jones at [phone], extension 27.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is art of a broad
continuum of wetlands abutting Little Creek and the Pungo River.
D. Remarks
Plat depicting wetland boundaries for the aformentioned project area is entitled 404 Wetlands Survey Property of
Beacon Street Development Company. Plat was preapred by Hood Richardson P.A. on September 12, 2006
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Mr. Scott Jones, Project Manager,
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by Mav 10, 2008.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date 03/10/2008 Expiration Date 03/10/2013
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at 1-ittP://regu1atorv.us acesurvey com/ to
complete the survey online.
Copy furnished:
Mr. Brian Rubino
Quible & Associates, P.C.
Post Office Drawer 870
Kitty Hawk, North Carolina 27949
Page 2 of 2
Quible
Quible & Associates, P.C. P.O. Drawer 870
Kitty Hawk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone: [phone]
SINCE 1959 fax: [phone]
PRINCIPALS

Harold Smith Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
P.O. Box 217 Eduardo J. Voldivieso, RE,
ChOCOWlnlty
NC 27817 ASSOCIATES
, Joseph J. Anlouf, P.E.
Katherine C. Marchello, P.L.S.
December 4, 2008
RE: Norfleet Point
CAMA Major Express Permitting
Dear Mr. Smith,
As adjacent riparian property owner to the 86 acre property owned by Beacon Street Norfleet,
LLC near Belhaven, Beaufort County North Carolina, it is required by NCDENR, Division of
Coastal Management that you be notified of the proposed development in proximity to the
Estuarine Area of Environmental Concern (AEC) that requires CAMA Major Permitting. As
depicted on the accompanying site plan, the applicant proposes to subdivide the property into 47
separate residential parcels that will be served by access roads. There will also be a four-slip
boat mooring area with a ramp, piers and gazebo (located on Little Creek). Also proposed is
shoreline stabilization in front of Lot 1 and around the point that will consist of a breakwater built
at the normal water line. This is a free-standing vertical wall (similar to a bulkhead) with gaps to
allow the passage of water. All proposed work requiring review by CAMA is depicted on the
accompanying plan sheets.
Should you have no objections to the proposed work, please check the statement below, sign and
date the blanks below the statement and return one copy of this letter to: Brian Rubino, Quible &
Associates P.C., PO Drawer 870, Kitty Hawk, NC 27949 as soon as possible. Keep the second
copy for your files.
Should you have objections to this proposal, please send your written comments to Mr. David
Moye, NCDCM, 943 Washington Square Mall, Washington, NC 27889. Written comments must
be received within 30 davs of receipt of this notice.
Failure to respond in either method within 30 days will be interpreted as no objection.
Sincerely,
Quible and Associates, P.C.
&'Zt P_eA?
Brian Rubino
I have no objection to the project as presently proposed and hereby waive that right of
objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed comments
Signature Date
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Quible
Quible & Associates
P
C
.
.
, P.O. Drawer 870

ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Kitty Hawk, NC 27949
Phone: [phone]
SINCE 1959 Fax: [phone]
PRINCIPALS

Joseph and Eleanor Pirhalla Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
2514 Emerson Drive Eduardo J. Valdivieso, P.E.
Wilmington
DE 19808 ASSOCIATES
, Joseph J. Anlouf, P.E.
Katherine C. Marchello, P.L.S.
December 4, 2008
RE: Norfleet Point
CAMA Major Express Permitting
Dear Mr. and Mrs. Pirhala,
As adjacent riparian property owner to the 86 acre property owned by Beacon Street Norfleet,
LLC near Belhaven, Beaufort County North Carolina, it is required by NCDENR, Division of
Coastal Management that you be notified of the proposed development in proximity to the
Estuarine Area of Environmental Concern (AEC) that requires CAMA Major Permitting. As
depicted on the accompanying site plan, the applicant proposes to subdivide the property into 47
separate residential parcels that will be served by access roads. There will also be a four-slip
boat mooring area with a ramp, piers and gazebo (located on Little Creek). Also proposed is
shoreline stabilization in front of Lot 1 and around the point that will consist of a breakwater built
at the normal water line. This is a free-standing vertical wall (similar to a bulkhead) with gaps to
allow the passage of water. All proposed work requiring review by CAMA is depicted on the
accompanying plan sheets.
Should you have no objections to the proposed work, please check the statement below, sign and
date the blanks below the statement and return one copy of this letter to: Brian Rubino, Quible &
Associates P.C., PO Drawer 870, Kitty Hawk, NC 27949 as soon as possible. Keep the second
copy for your files.
Should you have objections to this proposal, please send your written comments to Mr. David
Moye, NCDCM, 943 Washington Square Mall, Washington, NC 27889. Written comments must
be received within 30 days of receipt of this notice.
Failure to respond in either method within 30 days will be interpreted as no objection.
Sincerely,
Quible and Associates, P.C.
_&e,.A P<A,
Brian Rubino
I have no objection to the project as presently proposed and hereby waive that right of
objection as provided in General Statute 113-229.
I have objections to the project as presently proposed and have enclosed comments
Signature
Date

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2. Article Number
(fransferfrom ser 7007 2680 0002 5929 8841
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
Wd li i Division of Environmental Health Michael F. Easley, Governor
Terry L. Pierce, Director
;9 0%- Public Water Supply Section Department of Environment and
Natural Resources
Division of
Environmental Health Jessica G. Miles, Section Chief William G. Ross, Secretary
CURTIS JETT September 23, 2008
111 W 2ND STREET,
WASHINGTON, NC 27889
Re: Authorization to construct
NORFLEET POINT S/D
PLAN REVIEW PWSID FOR MIGRATION
BEAUFORT County, N00000002
Dear Applicant: Authorization to Construct (This is not a Final Approval)
This letter is to confirm that a complete Engineer's Report and a Water System Management Plan have been
received, and that engineering plans and specifications have been approved by the Department for NORFLEET POINT
S/D, DEH Serial No. 08-01477.
The Authorization to Construct is valid for 24 months from the Issue Date (refer to next page). Authorization to
Construct may be extended if the Rules Governing Public Water Supplies and site conditions have not changed (see
Rule .0305). The Authorization to Construct and the engineering plans and specifications approval letter shall be
posted at the primary entrance of the job site before and during construction.
Upon completion of the construction or modification, and prior to placing the new construction or modification
into service, the applicant must submit an Engineer's Certification and Applicant Certification directly to VINCE
TOMAINO, P.E. of this office.
Engineer Certification: in accordance with Rule .0303 (a), the applicant shall submit a certification statement
signed and sealed by a registered professional engineer stating that construction was completed in accordance
with approved engineering plans and specifications, including any provisions stipulated in the Department's
engineering plan and specification approval letter.
Applicant Certification: in accordance with Rule .0303 (c), the applicant shall submit a signed certification
statement indicating that the requirements for an Operation and Maintenance Plan and Emergency
Management Plan have been satisfied in accordance with Rule .0307 (d) and (e) and that the system has a
certified operator in accordance with Rule .1300. The "Applicant Certification" form is available at
http://www.deh.enr.state.nc.us/pws/ (click on Plan Review Forms, under Plan Review heading).
If this Authorization to Construct is for a new public water system, the owner must submit a completed application
for an Operating Permit and the appropriate fee. For a copy of the application for an Operating Permit please call
[phone].
Once the certifications and permit application and fee, (if applicable), are received and determined adequate, the
Department will issue a Final Approval letter to the applicant. In accordance with Rule .0309 (a), no portion of this
project shall be placed into service until the Department has issued Final Approval.
If Public Water Supply Section can be of further assistance, please call [phone].
TCC:VJT
cc: FRED HILL, Regional Engineer
QUIBLE & ASSOCIATES PC
Sincerely,
?4?
Tony C. Chen, P.E.
Technical Services Branch
Public Water Supply Section
1634 Mail Service Center, Raleigh, North Carolina 27699-1634
Telephone [phone] ? Fax [phone] A Lab Form Fax [phone]
http://ncdrinkingwater.state.nc.us/
NorthCarohna
Naturallil
An Equal Opportunity / Affirmative Action Employer
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8K16'101; X58
UWFORT COU47'i'Y LARD PW-W 3S
RoMW. trot /yss
Laud Records offic,ie1 Date
Excise Tax $6,000.00
FOR REGISTRATION REGISTER OF DEEDS
JENNIFER LEGGETT WHITEHURST
BEAUFORT COUNTY, NC
2008 APR 22 12:34:07 PM
80640 PG:958-962 FEE: $23.00
NC REVENUE STAMP ; $6, 000.00
INSTRUMENT # 2008002969
Recording Time, Book and Page
Mail after recording to: Anthony J. Barwick, RO, Box 17047, Raleigh, NC 27619-7047
This instrument was prepared by: Anthony J. Barwick, Esq. (without title examination)
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this
of April; 2008, by and between
GRANTOR
Norflect Family/Land Partners, LLC, a North
Carolina limited liability company
640 Rock Creck Rd
Chapel Hill; NC 27514
Beacon Street Norfleet, LLC, a North
Carolina limited liability company
3126 Sussex Road, Raleigh, NC 27607
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity. e.g._ corporation
or oartnershin_
The designation Giantor and Gimitee as used liciein shall include said parties, their heirs. successors, and assigns,
and shall include singular; plural, masculine. feminine or neuter as required by context
GRANTEE
\VITNESSETl1, that the Grantor_ for a valuable consideration paid by the Grmtc . the receipt of -t1'luch is hereby
ackiio?dcdged. has and b- these prescnts does grtut, bargain, sell and com-c% unto each Grantee in fee simple, all
?K1640[},359
that certain lot or parcel of land situated in Beaufort Count) , North Carolina and more particularly described as
follows:
See attached Exhibit A for a complete legal description.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
The Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances except for matters of record as
of the date hereof and ad valorem taxes for the year 2008 not yet due and payable. and that Grantor will warrant and
defend the title against the lawfiil claims of all persons whomsoever.
[Signature on following page]
BK1690P(-,g60
EXHIBIT A
All of the property of Amiie Belle Tuccori, Dolly Nortneet Watson; Betty Norfleet Wieteres, Edward Alvin Nortieet
being 85.67 acres more or less as shown as Phase I on the Norfleet Land Subdivision Survey prepared for Beacon
Street Development Company, Inc., recorded in Plat Cabinet H, Slide 15-9 at 3 :59 pm on March 11, 2008
6x1690?G961
IN WITNESS WHEREOF. the Grantor has hereunto set his hand and seal; or if corporate, has caused
this instrument to be signed in hi.s/her'umtc the day and year first above written.
NORFLEET FAMILY/LAND PARTNERS, LLC, a North
Carolina llii'm"iiteeddl_ia`bility company
Hv- Name: Edward A. Nortleet
Title: Manager
/ /1'& ? County, North Carolina
I certify that the following person personally appeared before me this day and acknowledged to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Edward A. Norfleet (Print name of signatory in blank)
?,ty COMMIS§r
??o7A r:
1 /4'aeo ?
or Seal]
Notary
Print Name:
A&' ?17.

October 8, 2008
Mr. Scott Dixon
Beacon Street Norfleet, LLC
P.O. Box 6474
Raleigh, NC 27628
----. - - --,,Y, vovemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Stormwater Permit No. SW7080722
Norfleet Point
Low Density Subdivision Permit
Beaufort County
Dear Mr. Dixon:
The Washington Regional Office received a complete Stormwater Management Permit Application for Norfleet
Point on July 31, 2008. Staff review of the plans and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7080722 dated October 8, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supercede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either Roger
Thorpe or me at [phone].
Sincerely,
A Hodge
Regional Supervisor
Surface Water Protection Section
cc: Quible & Associates, PC
Beaufort County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: www ncwaterouality ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
NorthCarolir
Natural'
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Beacon Street Norfleet, LLC
Norfleet Point
Beaufort County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in compliance with the provisions of
15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications, and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specific conditions and limitations:
1. DESIGN STANDARDS
Each of the 47 lots is limited to a maximum square footage of built-upon area as listed in Attachment A of
this permit and as indicated in the approved plans. CAMA regulations may reduce the allowable built-
upon area for those lots within the AEC.
2. The overall tract built-upon area percentage or lot sizes for the project must be maintained at 30% or less
per the requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and
are enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with
minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division.
6. All roof drains must terminate at least 30' from the mean high water mark.
II. SCHEDULE OF COMPLIANCE
Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be
operational for their intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.
The permittee shall at all times provide the operation and maintenance necessary to operate the
permitted stormwater management systems at optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
4. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved plans, including,
but not limited to, those listed below:
a. Any revision to any of the items shown on the approved plans, including the stormwater
management system, design concept, built-upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
5. The Director may determine that other revisions to the project should require a modification to the permit.
6. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
7. No piping shall be allowed except that minimum amount necessary to direct runoff beneath an impervious
surface such as a road and that minimum amount needed under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
9. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area. Once the lot transfer is complete, the built-upon area may not be revised without
approval from the Division of Water Quality, and responsibility for meeting the built-upon area limit is
transferred to the individual property owner, provided that the permittee complies with the requirements
of Section 11.11 of this permit.
10. Within 30 days of completion of the project, the permittee must certify in writing that the project's
stormwater controls, and impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must be noted on the
Certification.
11. Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of
the Register of Deeds prior to the sale of any lot. Recorded deed restrictions must include, as a minimum,
the following statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7080722, as issued by the Division of Water Quality under
NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
e, Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division of Water Quality.
The maximum built-upon area per lot is as listed in Attachment A of this permit. This allotted
amount includes any built-upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and
coquina, but does not include raised, open wood decking, or the water surface of swimming
pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
h. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters.
All roof drains shall terminate at least 30' from the mean high water mark.
12. The permittee shall submit a copy of the recorded deed restrictions which indicates the approved built-
upon area per lot within 30 days of the date of recording.
13. If the permittee sets up an Architectural Review Committee (ARC) to review plans for compliance with the
restrictions, the plans reviewed must include all proposed built-upon area (BUA). Any approvals given by
the ARC do not relieve the lot owner of the responsibility to maintain compliance with the permitted BUA
limit.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a
written time schedule to the Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director that the changes have been
made.
15. Stormwater conveyances will be located in either dedicated right-of-way (public or private), recorded
common areas or recorded drainage easements. The final plats for the project will be recorded showing
all such required easements, in accordance with the approved plans.
16. A copy of the approved plans and specifications shall be maintained on file by the Permittee at all times.
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes
143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance, or termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North
Carolina General Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and approval by the Director.
The Director may require modification or revocation and reissuance of the permit to change the name and
incorporate such other requirements as may be necessary. A formal permit request must be submitted to
the Division of Water Quality accompanied by the appropriate fee, documentation from both parties
involved, and other supporting materials as may be appropriate. The approval of this request will be
considered on its merits, and may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such time as the Division
approves the permit transfer request. Transfers to third parties by the permittee where the required
documentation has not been submitted to the Division does not relieve the permittee of responsibility for
transferring the permit.
7. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state and
federal) which have jurisdiction. If any of those permits result in revisions to the plans, a permit
modification must be submitted.
8. The permittee grants permission to DENR Staff to enter the property during business hours for the
purposes of inspecting the stormwater management system and it's components.
g. The permittee shall notify the Division of Water Quality of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 8 th day of October 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
V
for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7080722
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