20050962 Ver 1_COMPLETE FILE_20050531

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January 6, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
BHP Associates
5924 Wild Orchid Trail
Raleigh, NC 27502
Subject Property: Windmill Pointe
Neuse River [030410,27-(104), SB, SW, NSW] 303d
WAIVER of 401 Water Quality Certification
Dear Sir or Madam:
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
DWQ Project # 05-0962
Pamlico County
Your application for a 401 Water Quality Certification was received in the Central Office on May 31, 2005.
According to our rules [15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification
is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement
for a 401 Water Quality Certification for your plans to permanently impact 0.1836 acres of non-vegetated
wetlands (river bottom) for construction of a riprap bulkhead along the shoreline of the Neuse River as
described in your application dated May 25, 2005.
However if additional impact occurs or your development plans change, this waiver is no longer valid and a 401
Water Quality Certification will be required.
Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions regarding this
waiver.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httpl/h2o.enr.state.nc.us/ncwetlands
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
4%
BHP Associates
Page 2 of 2
January 6, 2006
CBK/ijm
cc: Lee Cox, 1620 Brassfield Road, Raleigh, NC 27614
Kyle Barnes, DWQ Washington Raleigh Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Paul Rawls, DWQ, Archdale Building
050962 WindmillPointe(Pamlico) W aiver_401_CAMA
401 comments I hope
Subject: 401 comments I hope
From: Tom Steffens <[e-mail]>
Date: Fri, 01 Jul 2005 06:57:34 -0400
To: ian <[e-mail]>
CC: Laurie Dennison <laurie [e-mail]>
the following have been entered into BIMS...I Ill be in your office this morning to
see if they did and to say hello.
BIMS proj # County Applicant review d type reg rec
comment
20050918 Pasquotank Albert and Beatrice Wageli 30-Jun dcm maj
23-May
Issue nc
20050900 Washington Leonard Small, Phelps Farm Bulkheading 30-Jun dcm
maj 20-May
Issue nc
20051006 Beaufort Clearwater Marketing Inc 30-Jun dcm maj
1-Jun
Issue nc
20050492 Beaufort Clearwater Ventures LLc 30-Jun nw18 25-May
Issue nc
20050962 Pamlico Windmill Pointe 30-Jiro dcm maj 14-Jun
Issue w/cond that ap plicant not build rock roam behind rip rap.
20050943 Dare El liot Tod Gaskill 30-Jun', nw18 14-Jun
Issue nc
toms
1 of 1 7/1/2005 7:23
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT:
Regional Contact:
WO Supervisor: hodge
Date:
WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Windmill Pointe c/o BHP Assoc. County Pamlico
Project Number 05 0962 County2'
Recvd From APP Region Washington
Received Date 5131105 Recvd By Region
Project Type Shoreline stabilization
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA F- O Y _@N F- 27-(104) SA SWNSW 30,410.
r-[- O Y O N F-??-????- ?
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 350106 Longitude (ddmmss) 764209
Comments:
Issue with conditions must be placed in manner different from existing 500ft of rip-rap placed
under a DCM General. Construction of rock access road behind and parallel to rip rap is not allowed.
Revegetation of costruction area behind rip is to be of a native variety.
cc: Regional Office
Central Office Page Number 1
? COASIq?
?a
H
99 6 2
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Charles S. Jones, Director William G. Ross, Jr., Secretary
26 May 2005
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
TO: Cyndi Karoly
Division of Water Quality
M
FROM: David W. Moye A 2005
Express Permits Coordinator DFNR - bVATER QUALITy
SUBJECT: CAMA/DREDGE & FILL Permit Application Review ?oST TERBR jCN
Applicant: BHP Associates, C/O Lee Cox
Windmill Pointe
Project Location: At 689 Oriental Road (SR 1308), on the Neuse River near the Town of Oriental
in Pamlico County, North Carolina

Proposed Project: The applicant proposes to install ±4,000' of riprap along the erosion
escarpment and to protect two areas of Coastal Wetlands.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by 16 June 2005. 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.
i
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.nccoastalmanagementneV
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110%a Post Consumer Paper
Windmill Pointe
BHP Associates, C/O Lee Cox
Pamlico County
Express Permit Review Program
Project setting
Lee Cox, on behalf of BHP Associates, has requested the attached application be processed
under the Express Permit Review Program, for shoreline stabilization under the name of Windmill
Pointe. BHP Associates is also listed under the name of Bufflehead Point, LLC.
The project site is located near the Town of Oriental at 689 Oriental Road (SR 1308),
adjacent the Pecan Grove Marina (on Shop Gut at the mouth of Green's Creek), on the Neuse River
in Pamlico County, North Carolina. The applicant's parcel of land is ±74 acres. The site has ±5,000'
of river shoreline with ±500' of highground, and ±500' of Coastal Wetlands stabilized with riprap.
The majority of the un-stabilized shoreline is a bluff that has experienced active erosion.
Three Coastal Wetland areas exist on the site with two of these areas on the river proper. The third
Coastal Wetland area is in the mouth of Shop Gut and has been stabilized with riprap. All three
Coastal Wetland areas are vegetated with Spartina altemiflora, S. cynosuroides, S. patens, and
Phragmites M. The Coastal Wetland areas transition into wooded wetlands that have been delineated
as Section 404 wetlands by Scott Jones of the U. S. Army Corps of Engineers. The majority of the
area along the shoreline is currently vegetated with mixed hardwoods, pines, shrubs and vines, and
this vegetated strip averages 100' wide. The remaining property landward of this vegetated strip has
been cleared and is currently being graded.
The project site is bordered on the upstream (south) side by property that has recently been
stabilized with riprap. With the exception of the riprap work, this adjoining property is undeveloped
and is vegetated similarly to the applicant's. The site is bordered on the downstream (north) side by
the Pecan Grove Marina, which is owned by the applicant.
The applicant is currently developing the site outside the 75' Estuarine Shoreline Area of
Environmental Concern (AEC) for a 32 lot single-family residential subdivision that also includes 12
town home condominiums, a community center, and a pool. Road construction is underway at this
time and the applicant will be pursuing a CAMA Major permit for Coastal Wetland bridge crossings
in the future under the standard major permit process.
The site is ±8' above the normal water level (NWL). The Neuse River in this area is
classified as SA-NSW by the Environmental Management Commission and is open to shellfishing.
This area has been classified as Coastal Water by agreement between the North Carolina Division of
Marine Fisheries and the North Carolina Wildlife Resources Commission
Windmill Pointe
BHP Associates, C/O Lee Cox
Pamlico County
Pa_ae Two
Express Permit Review Program
Project description
The applicant proposes to place ±4,000 linear feet of rock riprap (granite and marl mixed)
with filter cloth along the erosion escarpment along the Neuse River shoreline. Approximately
2,400' of the riprap will be at or above the NWL and will result in the filling and/or disturbance of
24,000 ft' of highground.
For =700' of the shoreline, the distance between the top of the erosion escarpment and the
N\'LZ varies in width from zero to 10'. In this area the riprap will average 5' (maximum of 10')
beyond the NNYL. This portion of the project will result in the filling of ±3,500 ft' of River bottom
as well as the filling and/or disturbance of x-3,500 ft2 of highground.
In the area of the Coastal Wetlands, the applicant proposes to place riprap 5' waterward of
the marsh face (average water depth is 1'), with a maximum height of l' above the marsh substrate
over a distance of 900'. No backfill is proposed in the 2 wetland areas. This portion of the project
will result in the filling of =4,500 ft2 of river bottom.
The riprap as proposed will be placed within the Neuse River Buffer Basin area.
Anticipated impacts
The project as proposed will result in the filling of ±8,000 ft 2 of river bottom as well as the
filling and/or disturbance of -27,500 ft2 of uplands as a result of the riprap work. The project as
proposed will result in localized turbidity as a result of the construction activities.
David W. Moye - 26 May 2005
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program 05 . 09
1. APPLICANT'S NAME: Windmill Pointe for BHP Associates, C/O Lee Cox
2. LOCATION OF PROJECT SITE: At 689 Oriental Road on SR 1308 adjacent the Pecan Grove Marina
on the Neuse River near the Town of Oriental in Pamlico County, North Carolina
Photo Index - 2000: 78-859; I-M 1-10 1995: 78-852; Q-U 14-21
State Plane Coordinates - X: 2,688,000 Y: 468,600 GPS Rover File not obtained
Oriental Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA & D/F
4;
5.
6.
7
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/23/05
Was Applicant Present - No
PROCESSING PROCEDURE: Application Received - 26 May 2005
Office - Washington
SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification From LUP - Developed (land), Conservation (water, wetlands)
(B) AEC(s) Involved: EW, PTA, CW, and ES
(C) Water Dependent: YES
(D) Intended Use: Commercial - Constructed to enhance the sale of the property
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Riprap, rock road
Planned - riprap
(G) Estimated Annual Rate of Erosion: 9'
Source - Applicant
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands ±8,000 ft2
(River bottom) ri ra
(C) Other ±27,500 ft2
Highground riprap
(D) Total Area Disturbed: ±0.81 acre (±35,500 sq. ft.)
(E) Primary Nursery Area: NO
(F) Water Classification: SA-NSW Open: YES
8. PROJECT SUMMARY: The applicant proposes to place ±4,000'of riprap along the erosion
escarpment and to protect 2 areas of Coastal Wetlands.

Windmill Pointe Shoreline
The property to be known as Windmill Points is currently 8 - 8 W above
NWL, and has been flooded in innumerable hurricanes. Isabelle, the latest,
brought with her water at 101!2 `above iWVL, a 2' over-wash. A quick review of
tax records and surveys reveals the impact of these storms. When the
developers first looked at the tract, it was fisted on the tax books at 96 acres.
The lamest survey pegs it at 74 acres. That's past history; now took at the
present
In the last four weeks we have had two Northeasters, and while the
second only lasted 10 hours, we lost up to 8' of land along the unprotected
portions of our-5,200' of shoreline. On the Northeast end of the shore, some
1,000' has been protected by riprap and received no damage from these storms.
The day after the storms, sedimentation could be seen 'Y2 mite out from
shore in the unprotected areas, while offshore form the area protected with riprop
was clear. The sedimentation can be seen--its effect is not as obvious- Given
the rather shallow depths in the area, however, even a cursory look will show that
the bottom in the clear areas is beginning to stabilize. This means that we
should soon have grass, crabs and fish again. Those areas without riprap will
certainly remain cloudy with sedimentation, sedimentation which prevents
anything from growing. We see this as a travesty, to us as developers, to our
future property owners, to Pamlico County (as the tax base is eroded) and to the
environment.
With these considerations in mind, as the north end of the property has
been protected with riprap, and as it has bald up well during 3 Northeasters this
past Winter and Spring, we are confident that you will agree that the prudent call
is to riprap the remainder of this shoreline. The plan is to install fitter cloth on
existing dry banks, without reclaiming any land. Once the fitter cloth is in place,
dprap would be installed up the banks. AU cu As In the bank will rernVin Intact to
brrk wave motion naturally: 7C70 We invite and encourage you to visit the site and to inspect the existing
riprap on the Nordwast end of the property. What you will find is a quality job,
using the very large rock needed to protect this vulnerable shoreline. The
remainder of the project, once approved, will be done to the same standards, and
the riprap will be installed in front no more than 12"above NWL We will use
mats over coastal grass areas. In addition, we invite you to visit the adjacent
properly owned by the Styrons. Having lost over half of the family property
during the last century, most of it during the last forty years, Charlie has had his
shore protected as well. In short, this project needs to proceed before the
upcoming hurricane season.

r, , G.
Form DC.',! ?-t.
?
k IL
(To be completed by ali applicants)
b. City. town,`comm i r landmark b, s ,71
1
1. APPLICANT
a. Landowner:
Name S t i rc'rt2--S
Address ?' t `? Y' 1 t 1 ?c
City State -gL ` ' Zip J f Day Phone 1 q`f-S?
Faz
b. Authorized Agent- &L:J
/v'i t
NameE C l ?x
Address I, Y t
f
ci;y State
C,. .t.ti?
c, address r secondary o riurghe?
d. is proposed worts within city Iimi or planning
jurisdiction? Yes °
e. Name of body of water nearest prof. {e.g. river,
creek, sound, bay) t VP,?_
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a.
Zip Day Phone b.
Fax 11 41::?
C. Pm`ect nom (if any)
NOTE. Permu ,rill be itused in name of landownerfr), and/or
project nerve.
?. LOCATION OF PROPOSED
PROJECT
a. County _c1 1 1 t C C?
C.
d.
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
exca ation and/or filling activities.
?? ?
Is the proposed activity maintenance of an existing
project, new work, or both? X1--"', r-'
Will the project be or public, private or commercial
use?
Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
-cl c - 5?
5 2.
I-
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
b. Size of individual lot(s) Jr
N bove MHW or
C. Approximate elevati n of trams a
t
R: q
WL _ 6
d. Soil type(s) antexture(s) of tract
C-
e. Vegetation on tract
f. Man-m a features now on tract -9 y1 r1S.2G.--.-
?s?-.,tea ? _ J
m. Describe existing wastewater treatment facilities.
u. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down' and rexidential discharges.)
V : , ? e i- s3 it J l ?') I
o. Describ ,existin drinking w ter supply source.
W r `
S. ADDITIONAL TWORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Cbmuk the tomt land sue P1'') following items must be submitted:
?Conservation _____ Transitional • A copy of the deed (with state application only) or
Developed Community other instrument under which the applicant claims tide
Rural Other to the affected properties. If the applicant is not

How is the tract zoned by Io1 al government?
h claiming to be the owner of said property, than
forward a copy of the deed or other instrument under
.
Ale -7 which the owner claims tide, plus written permission
from the owner to carry out the project.
i. Is the proposed project consistent with the applicable
zoning? Yes No i"f • An accurate, dated work plat (including plan view
(Atwch toning cprrptianct cenijoara. lfaPPlimbfal and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assess 5W t been ? °?n R?urees CemmissionitRule 7J.0 03f forts
done for the tract? ___?_ Yes --- detailed description.)
If yes, by whom?
Please note that original drawings are preferred and
k. Is the project located in a National Registered only high quality copies will be accepted. Blue-line
Historic District or does it involve a National prim or other larger plats are acceptable only if an
Register listed or eligible property? adequate number of quality copies are provided by
of
y? _No applicant. (Contact the U.S. Army Corps
,/
? iJYes No
1. Are there wetlands on a site. ,..._ Raging regarding that agency's use of larger
drawings.) A site or location trap is a part of plat
Coastal (marsh) Other ? I ? g?
has a delineation been conducted. _?L
If requirements and it must be sufficiently detailed to
ersonnel unfamiliar with the area to the
c
d
yes, y p
e agen
gui
?4rmd: do ort. ?1? 1
?,
OKI-

Form DCh1-T`1P-1
site. Include highway or secondary road (SR)
numbers. I andmarks. and the like.
• A Stormw-ater Certification. if one is necessary.
• 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 COPJ of the application and plats
by certified mail. Such landowners must be advised
that they havo 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name ,
Address
-7 1
Phone
Name
Address
6. CERTMCATION 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 conditions
and restrictions contained ii the permit.
I certify that to the best of my knowledge, the proposed
activity-complies with the State of North Carolina's
approvg Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fad,
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.
Phone
Name
Address -3 u
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permitter, and issuing dates. 6-m-04-
- 11 CY ti ? (• ZCLn r 0s,
-7 t C.
A Check made payable to the Depatrtment of
Environment, Health, and Natural Resources
(DEHN'R) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
This is the. day of
Print Name
v------?--
Signature G
Z=ufow r or Awhori:ed AVON
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment In the
space provided at the bottom of each form.
' Form DCM-INIP Z
ATiON
h :C,A"rv
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for LAMA Major
Permit, Form DCM-MP-I. Be sure to complete. all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (N'W"L)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(cxctud:n3
shorelinc
stabui ation)
Average Final
Existing ftbiw
L.enztb width Depth Denth

1. EXCAVATION ?.?
a. Am nt of mto be excavated from below
M \Waterial
L in cubic yards
b. Type oial to be excavated
c. Does the area be excavated include coastal
wetlands (marsh), ubmerged aquatic vegetation
(SAVs) or other we ds? Yes No
d. Highground excavation in bic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Lodktion of disposal area
b.
disposal area
c. Do you claim title disposal area?
Yes NO
If no, attach a letter gr ting permission from the
owner.
d. Will a disposal area be a?
maintenance? Yes
If yes, where?

able for future
Form MM-MP-2
e. Does disposal area include any coastal glands
(?,b), s cr other wetlaads?
yes No
f. Does the disposal inch aap area In the V
yes No
If yes,
(1) Amount of materl . be placed in the
water
(2) Dimeasioaa of fill area _ 7Z -
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabiliz2gioir
Bulkhead Riprap
3 06 b. Length Y? SS
c. Average distance w aecw,grrdof MHW or NWL
d. hiaximum distance wwateg rard of MHW or NWL
E. Shoreline erosion during ptxtling 12 months
(Sour:, of inlor'"°n°") ,
i
f. Type o bulkhead o V prap material V d< ' /
g. Amount of fill in cubic yards to be placed below
water level
S ;
(1) Riprap 12-96, t "is
(2) Bulkhead backfill /L/?
h. Type of fill material _ /L ra-sue
i. Source of fill material ?? -
4. OVER FML ACTIVI'i'IF.S
(Excluding Shoreline Stabilization)
a. Will fill material be b t to site?
Yes No
will fill material be placed In coastal wetlands
(marsb), SAYS or othS elands?
Yes No
if yes,
(1) Dimensions of fill ar
b.
(2) Purpose of
5. GENERAL
a. Hose will eitcavated or fill pat ial'be ke to ? rte
and erosion controlled?
?:rzv• ?
cs. ?Ck,i
14
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?.
c. Will wetlands be crass sn transporting equipment'
to project site1 ? Yes No
if yes, explain steps that will be taken to lessen
environme pacts.
AppUmt or Prof Nam
Date
Rulad 03145
00
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1
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SAIL
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TYPICAL CROSS SECTIONS
25 May 2005
i
24-1+00 Riprap on hi huround-
5S --? \y
y C\ G s s I
k ?'Y S10o0 11? rock
8, 25
qV??
?. T?p1 et.1? ?eov,
760 Riprag below the normal water level
Ro??
SmSS W VL
G`aSS ? r??ro.P ?
T'000 W
$.Zs

9COQ 1 Riprap in front of Coastal Wetlands
Cca?1o1? `? S Cuss 3 4,r°
1 Z" a?b0? N\4L rr??X
i C 7 77 G 17

i
? ?- 5 `Mwc j
I Complete items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
I Print your name and address on the reverse
so that we can return the card to you.
I Attach this card to the back of the maiipiece,
or on the front if space permits.
Article Addressed to:
BHP Associates
5924 Wild `Orch' `
Raleigh,NC 275 2
DWQ9 05-0962 P
Article Number
(Transfer from service labeo
n r-- 130-14 -------- -.
A. qjT (.y?U. gent
? Addresse
B. Feived'ti tlpted ame) C. Date ofDelivet;
D. Is delivery address different from item 12 ? '-es
If YES, enter delivery address below: ? No

Service Type
Z Certified Mail ? Express Mail
? Registered O'Retum Receipt for Merchandisi
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? yes
1160 0000 9954 8447
pp ti
y? rr
7005
UNITED STATES POSTAL SERVICE" t
3
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print youlyname, address,-and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
GREENS GREEK
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DEED BOOK 244 PAGE 300 - P 0 1 N T L L C ~ \ ' ~ BUFFL EHEAD 2. 90'
A ~ OOK 426 PAGf ! 70 DEED B Y,, s4 y
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SHEET DNE C'~ © 0.00' . 00'
SH 1 P PAML I CO COUNTY % s. NUMBER FIVE TOWN o ~ . 00'
N T 1 4.09 `b' ~ o
Bf R T J. NOBt f S, JR. ' HER 5.
PROfESSfONAL LAND SUAR~ YDR 6 CAMDEN RO ~ 2s e ~ ~ S c VAS S 18 0, oo' -
BAYBORO, NORTH CAROL 1 NA 28515 ru r -~i ~ T
DATE: ~tnT~oa ~ atatcr Na nasi q ~-~f ti o.SS
SCALE: 1' • 100' ~a
SCREEN NAIE:BUffLft 9NEET t Q~ ~
~o
0

VICINfTY SXFTCH NOT TO SCALE !STING PK CENTERLINE SR 1308 END OF
ONCR£TE BRIDGE.
~ h
m Oe
ERBER T J. N08L ES, JR. , CER T I F Y
~ , 4°~ ~ ~ THAT THIS PLAT WAS DRAWN BY A~E ~ y~ ~ ~ 'P~ . .
cR z ~ FROM AN ACTUAL SURVEY MADE BY ME ~ BE / NG A POR T I ON Of THE LAND DESCRIBED t~P ~ Q IN DEED BOOK P
o AGE AND
OTHER REFERENCES SHOWN AND
2 RECORDED !N THE PA14t !CO COUNTY S TE m REGISTER OF DEEDS.
Q THIS MAP WAS PREPARED IN
~ ACCORDANCE W! TH G. S. 47-30 AS
Q AMENDED. WITNESS MY ORIGINAL S /GNATU a RE, REG 1 S TR NUM4ER
GRAPHIC SCALE AN SEAL, THIS DAY OF -
• ---~G 004 duurk
0 60 100 160 200 400 • HC rlrrr~i ~ ^R ~

OFFSSIANAC LAND VEYOR - - • ~ QQ'
~ 8 EAl
:t~
'9 0 ~ ' oa •,~F
13
5. J, MO~,,~~ r h4mul~a
GREENS GREE , • ' SHOP GU T
EXISTING CONCRETE FROM 60 TO 1
• 0 1 N73'45' 45'E 50.91'
PECAN GROVE MAR 1 NA u ~ N5d'41' f3•E 2T. TO' Ke N3P'13'31'E 55.30'
1 NPI' I S' 33'E P8. 18' PLAT CAB I NET A SL 1 DE 108-5 401 41 u ~ ~ N38~03; 50'E 30.65'
N52 10 53'f 24. TO'
4Qt ~ t4 J ~ 431 NIP~58; f3'E P8.88' 41 a N32 50 4f'E 28.0.9'
o ~ 4r ~ 5 ~ 43t NY4'S8' O7'E 38.40'
ro 4p4 to a N3l~53;P5'E P9.86' 41 434 NP8 O5 14'E P9. T6'
e ~ 41 N30'36;39'E P4. 70' u ~8. 8'rg B ~0~'~ NJ6 13 31'E 30. BP' 46' 43.3 46 E 406 ~ Nl5.37' AB'E 54. P8'
• Ie. A84{ ~ w 4 43?1'10 eB 411 41 4o tt M. NIl DoT' 3d'W 34.40'
536 35 Obi ~M, 4~, dbb et 1 ~ N10~46'!0'W 38.80' m 56 68• •ly P3~ g ~ 4 METL I Nl8 3P' 14'W 37. P5' 5554 ,43~ A4 A•'8~ e4 4t ~ NIO.S!'Sd'W P8.98'
ego 5t 561•! ~1 6 ' NIP~Y4' 19'E 30.88'
5~ • NEAANO ~ I rETLANO H Nl'l~l3'43'F YS. PP' N05 55'22'E 36.35' ' N65.37' 49'E 15.65'
! I I S76.5T' 04'E 22. !2' 1 1 = ~ ~ 534•34'48'E 26.36'
I 'g S89 1T 47'E 23.84' ~ ~ ~ w 4,68 ST8.43'P5'E 33.80'
S42'06'P4'f 8.6 f! 1 S50'03'60'E 26.88'
• ~ ~ ~ Mt NP3.15'S3'E 4Y.8T' It NP4.OP'43'W 35.85'
• FROM 152 TO 109 11 ~ eo 4" N08~57'P!•w 32. d3'
012 OB'Ct'E P9.63' N5B~48 30'E 60.47' 55832 Y!'f 43.18' y p 446 N00'Y4'4Y'W Y4.45' N6d~01'?5'E P1.Y?' SBB~P4' IB'F 28.37' 11 6t M86'PI'48'f 5B. l8'
N71,23;39'E 19.35' S8Y~P6;35'f 30.88' io N73'S9'fl' 534 26 10'E 13.8!' M78 P4 5!'f 28.13' 0 14I ~ f 48.58'
M33 33 OO'f P6.66' N8P~56; I7'E 19.20' S8T'PO'08'f 17. !5' `'0 11 IOt ~ N78.39'49'W 36. P8' N7Y~1! YP'E 41.42' SOl 08'47'W 14. 1P' 4< 0 ~ N39'01'34'W PT. 40'
N33~0.7;5!'E 39.11' S37'IP; IT'W 17.63' ~ ~ ~ 418 NP4.51'41'W P8. P7' ST8 55 !f'E 35.01' 53438 36'W Pd. 15' sm 11 Sd9'03'01'f 41.8d'
S77.5J'44'E 4f. JS' S35~lJ'00'W P8.38' Sd0'JO'Y4'f PP. 77' STQ~10'43'E P3. P2' S3P 5P'OB'W 41.47' C 11 101 51 1 SB3'PO'37'E 33.37'
N51~53' 48'E 31.84' 533 53' PI'f 35.81' S72• IT' f I'E 3T. 80' Nod 54' S8'F 40. dr N5d 25' SI'E P8.34'
N65.43'25'f PP. 55' N74'44'P4'f 24.84' !oe ~ S40'43;4T'E P4.85' 580'36'S2'E 18.59' S60'01'S8'f P0.80' !oe FROM 108 TO 60 ~ ~ SOB~PB 08 W 35.64'
S v-~ ( SOP~06'YO'W 37.32' N88.55'04'E 24.87' S1P•P6' IS'E P2.46' p ~q ~ ~ / • • ~ • e i r1 S01 41' 40'E 23. IO' N73 P5' P9'E 19. !Y' 529 10' 49'W 33. 16' N64• I I' !7'f 51.78' S6B 38' 38'f P2.49' 4,7,1
N59'34'0!'f 35.84' S42.06'48'W 49.88' : • . SO7'P8'37'E ?8.~' S52.01'S5'E 17.55' S11'19'33'E 46.83' N69 24'47'f 48.11' 571~06'33'E 31.012' M59'40'45'E P5.36'
S38.O7'32'W ?4.89' N74~51'SP'E 67.8d' S01 P8'P8'E 21.80' M84.45'Y6'f 24.65' M89 07'A3'E 5?. 7d' S12'S8' J2'W 28.40' 530'P4'18'W 83.36' ~ M48•IB'Y6'E 83.Jd' S20'3l'P8'W 3P. 63'
565 PP'43'W 32.46' N37'P8'S4'E h. 85' S15'48'15'W 3B. 8P' S66 18'PO'W 58.92' . . I04
58.7.59' Od'W 43.29' N44.30' 40'E 35.61' SO5 31' 01'W P3.07' S68.O1' 15'W 61. Q9' N35.39'40'E 38.8d' S00'35'43'W 44.44'
S55'a7'3T•w 34.1 ' ~ N38.0/'34'E 18.47' 521~55;48'w 31.08' ~ NEUSE R 1 VER NY4 33'30'E 40.53' 518 48 00'W 41.55'
NY6.16'06'E 34.9P' SIT'30'SP'W P8.6!' N04.55' 34'W 18. N' S50'OB' 45'W P5.OB' ~
NP3•PO' 44'W 3Y. 10' 522.00' 45'W 37. 78' Na9•or51'w Yf.ST' s3d'or3l'w 13. Tr' PERIMETER -FROM 401 TO 493
NP4'4Y'15'E 33.60' A N54'16'28'f P1.77' ~ s5I 401 S16'23'06'W 24.29' 448 S46 P5'20'W T5.08'
,~.4 578~55'33'E 31.11' 8 !t 4oP SBO'06;06'W 41.5!' 449 S04 3!'37'W 32.56' 16 • Shc 30'47'f P8. T8' s 403 585 P3 PI'W 90.88' 430 580•59;4T'W 64.85'
N7T'07'S3'E 28.82' !o m• 46e 401 SYd•YP'31'W 80.68' 45! Sad 17 4I'W 34.98'
3Q ~ M49'00' 4P'E J3. dP' 1 I'p 48a 406 SPB~ 18' 38'W 50. 7B' 15P SP3~0T' 18'W 67. !Y' S2S•PI'!I'W 474. 7A' 0 406 SP5 00 JO'f PI.00' 453 SOB !0'Jl'W IP7.P5'
0~\y ' ~24~f5;40'E 545.89' 1 NETl~VO ~1 407 N74~58;30'E 78.64' 454 SI1~33;P1'W 87.38' ay 35 P3 PI'E Y5.39' •E 1 408 N71 38 34'E 71.53' 455 SCIP 43 09'E 40.54' N48'3P'P5'E JT.6!' E t 408 S82.53'43'f 26.ld' 456 SP5•!8' 45'W 64. P!'
. N44'23'S0'E P4.88' t •y4 ~ 3 410 S49.29'S7'E 32.16' 45T Sll•58'O9'W IOf.P4'
EL BER T H. L EE N57'45'tYE PT, d4' g•30,~b663• IIETL 460 411 S23.2P' If'f 39.45' 458 S07.38'S5'E 32.83' N82'~4P;50'E PP. 33' t dg 14 ~ 41P S84~43;01'E 5Y. 60' 459 SO!•P7' 13'W 36.63' DEED BOOK 244 PAGE 300 a N70.36 fY'E 33.44' 413 N53~P6 Y6'E 33.21' 460 S8T'S4' S2'f 3f. 13'
S38~0T 38'E 14.2d' 416 Ors FROM I TO 23 415 N54'SP' 4T'E 49.09' 462 S~ P9' 14'E 38. TS'
Sll 38'30'M PT. 09' OB J2'W P5.53' SO7.40'YY'E 33.3J' S20'S8'18'E 19.23' 416 N70'l8'SP'E BP. 59' 163 S30.OB'43'E 23.P1'
a SYf•!2'P8'E 30.40' 477 SIO'4T'0.7'W 13.37' 41T N41'S5'f3'E 54.40' 464 S49'Y1'26'W 21.5f' S01.40'2P'N 30.97' S87'Sd'39'W l6. Td' 418 N37'04'S0'E 44.06' 465 S43.40'S7'f 31.71'
S36'26'31'E 23.1 N!3'AP'38'W 17.60' 4f9 N31'38'00'E 80.85' 466 533'38' f4'W 16.86' a N65'Y8'OB'W 21.02' 420 N24'f3'YP'E 46.90' 467 N64'05'28'W 35. P5'
N41'S6' Pd'W T8.22' 42! N42' JB' 46'E 31.80' 468 M86'SI' 41'W 04.0.7' FROM 44 TO T7 N61'S5' 36'W !4.16' 422 533'45' OB'f 27.95' 468 S36'S0' 09'W 25.2J'
S64'!0'38'W ?8.06' 4II S8P'J3'40'W 65.85' 423 ST4.33'ST'f 28. PP' 470 S87'48'S6'W fC7.13' S2B'?4'08'W 53.28' N54'PI'48'W 39.10' 4Y4 S58.51'3P'E d4.89' 471 S46'3T'ld'W 13.70'
S23'20'14'W T5.85' S84'IP'SP'W 30.83' 425 N8T'?P'O2'E 38.60' 472 S81'P9'20'W 46.68' S68.OB'06'W 25.81' N33.35'S4'W 43.16' 426 NP3•P5'S3'f <7.89' 473 N24.43'34'W 16.80'
ST5'16'01'W f5.46' S7d'l8'Ll7'M 44.5!' 427 N3d'08'Yf'f 53.5<' 474 S48•P7'S7'W 6.53' S06'46'Of'E 28.23' S44.44'30'E 31.43' 4P8 S05.OB'I!'E 56.54' 475 S85'10'36'W 124.06'
Sf5'S6'P9'W 24.51' SPO'20'20'E 37.74' 4Y9 S05'PO'20'E 40.66' 416 S7f'S6'27'W 71.12' So1~35'02'W 13. BP' 4/8 SPT~38'SP'W 46. P5' 430 S5!•53'21~E 16.57' 477 SP8'P5'S2'W 86.84'
S55 35' 09'W f8. !4' Nd5 20' 41'W 15. 17' 431 S27'S3 P4 W 54.77' 0T8 S23 44' S0'W 19P.33' S/2'S3'36'E 21.75' SIB'Sl'06'W 33.70' 432 S45'J4'P4'E 39.86' 4T9 S!T'10'46'W 138.84'
S/9'S7' S8'W !8. B4' S53'OT' N'W 30.01' 433 563'40' 08'W !7.07' 480 SOB• 18' 1 !'W 92.78' 53!'48'32'W /9.72' SOIP'14'45'f 47.70' 434 S?P'ST'f1'W 33.55' 48f SY3'IB'38'W P012.79'
SOT•!0'20'W ?8.52' 435 S64'4T'OB'W P3. 13' 482 Sl5.43'Od'W Y63.60'
fXl ST ING S34~21' 34'W 40.68' 4e0 ".36 SL~b'00' 12'W 207, 7r 483 SJ 1'44' 23'W 235. B6' CART AXLE S24 16' 13'W 5P.81' 43T S30'S1'PO'F 31.86' 484 Sll'22'S6`W 159,4?'
FROM 77 TO 95 Sl !'20' S?'W 55.71' 438 SP4.O3' 03' W 3P. 8P' 4d5 SQ2'S9' Od'W 84.86' S23'18'P4'W f6.88' 439 S/3'S8'44'W 44.24' 486 S39'40'26'W 39.12' S26~07' 39'E 23.31' NT5.27' 46'W 42.83' 440 514'43' 18'W 27.67' 487 N73'03' 33'W 164. 17'
503 P8' !2'E 15.86' N53'49'2T'W 37.47' 441 S78.39' 18'W 18.05' 488 S81'IB' !1'W 66.62' 529 00' 34'f 93.26' N47' 12' 48'W 19.20' 442 S39.39' S?'W 35.46' 489 S37.27' 38'W 76.04'
S30•~02'42'f 69.92' N43'!0'45'W 35.25' ~ 443 S85•?8'02'W 25.86' 490 M52.55'43'W 54.84' 521~14'32'E 45.34' N51'29'30'W 17.83' ~ 4e1 944 S27.50'07'W PT. 42' 491 Ndl•Y9'3T'W 60.13'
545~5P'05'E 89.93' N/3'~'f7'W 19.64' 445 N86.OP'1f'W 25.67' 492 564•50'2B'W 206.09' 531~18'06'f 57.03' N35'34'S3'W 18.6?' 4P F 446 S48'06'41'W 89.33' 493 S56'39'S8'W 212. P3'
544 f4' 29'W 18.08' N12.39' 48'W 50.49' ROM 24 TO 44 447 S5P'S8' 07'W 65.07' N74~51'07'W 33.40' N8B'IT'42'W 36.00' N~70'PO'Id'E Id. 47'
N68 08' AB'W 7l. 7T' N21'00' 0.7'W 32.46' 4 N86'PI' S0'E 43.53' N5T' 13' Of'W 48.85' N41'04' 39'W 6.53' 4f S8!•41' 07'E 4P. P 1'
N38~34'22'W ?9.47' N55.21'48'M 16.29' 40 N68'Pt'08'E 2J. 48' N56.30' 92'W 64.56' N73.56' S3'W 12.2P' ~ M24'ID' JI'E 18. YB'
N61~35' f6'W 98.68' S56'48'04'E !0. f8' S v N31'Jf'JO'8' P8.J4' N41~14'23'W ?2.39' NTS•28'S4'W 19.34' ~ N38'08'40'w d6.Jd'
S68 M'03'W 25.01' I 74 ~ N:sS'08'JJ'w 48.80' S3!'f5'20'W 15.92' n se N!2'S8'JO'E 7Y. 33'
S89'S0'06'W 20.43' I 11 0 JT N?1'01'JB~f 81.48' Io N12'48'14 E 88.Bd'
FROM 95 TO 30! a n.fl'41;u;E 42. P3; NEUSE R /VER
ro 559 O7 f8'E IT. 84' al de H:)0'LU II~E 87. J8 Z SO5.33'07'W l0. 10' al ~ H30~4T;Oi~E Y8.t4'
D u S37'27'S8'E 35.85' 8 v 66 H12 JO O! E 35.5d' ~ ~ N49.23'49'E P4.73' s Z 6e 35 H13'JP'JYE 63.07'
• ~ ° s ~ H33'S1'SYE J1.47' N76 27'25'E 13.95' HZO'Pf'S1 E TJ.09' ~ ~ f S53~27' 17'E 95. T6' ~T! ~ 4ed H27'P6'Jd'E 56.6P' ry
~ ~ 54807 45'E 69.88' to '0• ~ • ~ ~ 7 S63 13 10'F 32.98' G .i'8 00YT'w lO.dS' ~
m m ro 542'43' 35'f 22.53' eI BfTLAND 34 Z ~ S69~11;l8'E 26.30' 1 1
ro 536 3T ?T'f 39. 11'
Z S91.19' 26'E 46.87' 1 1
a S36.25'S6'E 20.48' 1 - 33 502.14' o7'E 23.95' CERTIFICATE OF THE ARMY CORP OF ENGINEERS
f N 566•12'251w 27.89' '31 SURVEYED FOR
a S83*03'03'w 26.78' 31 31 if ~4THIS CERTIFIES THAT THIS COPY OF THIS PLAT m N85 20 36' w 15.37' , 31 ACCURATELY VEP I CTS THE BOUNDARY OF THE JURISDICTION 965*33'3o'w 29.85' OF SECTION 404 OF THE CLEAN WATER ACT UNDER THE
' S64*25'ol'E 24.28' 30 g4Z _x PRESENT LAW AND REGULATIONS AS DETERMINED BY TH
S56•56' 09' E 32.94' S ° Lei UNDERSIGNED E
~ s29'24'lo'E is o ON HIS DATE. UNLESS THERE 1S A CHANGE WETLAND DELINEATION z 951.25' of w 19.91' y1"~e 24 4w I N THE L AW OR OJR PURL I SHED REGUL A T I ONS, TH I S
s57*33; 07' w 21.85' 401 4" , re DETERMINATION Or SECTION 404 JURISDICTION MAY BE S30 30' 45' w 27.36' 4M 4"8 7 Ode REL I ED UPON FOR A PERIOD NOT TO EXCEED F I VE YEARS
S29.02'24'w 25.8 ' 492 FROM THIS DATE.
NO.5 TWP. PA, L 1 CO CO. N. C.
403 s3r-A"-~ HERBERT J. NOBLES, JR. PROFESSIONAL LAND SURVEYOR
CORP OF ENGINEERS DATE 186 CAMDEN ROAD
BA YBORO, NORTH CAROL I NA 28515 ,~~,11 Q t"'?w~ (252) 745-59
C/N I 31
PROJECT NO. 22031 DATE: 11 i23-12004 SCALE: 1'• 200'
SCREEN NAW:OFTLAND SHEET I OF I

. oo' . 00' S24 ° 03' 31 " W 30.78'
EE ~ S24°03' 3! EL BER T H. L , 0`~ '013'08'W 13.04'
DEED BOOK 244 PAGE 300 s. Ja o~3013' 08`
e.s2'f S35°32' 16"W 2A S35°32' 16"W 41.02' )0'
GRAPHIC SCALE ,~2• 6 ~ S19°19'57"W ~ 19° 19'57'W 26. 37'
' 0 26 50 T5 100 200 ° ~ ~ ~ S l9° l9' S7"W 36 32 ~ r , oo' iO 19' 57"W 36.83'
52' 36" W 30.84'
0 i S 13 52 36 W 30, dh i . oo'
' ~ ,.4 S16°01'26"W 37.3 11 ' 26" W 37. 38'
FFL EHEAD PO l NT, L L C. BU h o.
DEED BODK 426 PAGE ! 70 le" sos°51' 28"w 35.2E 28"W 35. 28'
s. Pz' I; ~
1:6 ~
r.'~ 10* W 79. 95'
I: r c
''''P?"~nrnax a:' ° " i lZ ~i96 14 26 W 50. 19 m~° '6" W 50. 19'
EXIST a ov ~ 2 lt'L I o. oo' CART L
~I ti~~
L~o:~ti r /1~L1'~ s.oa' S36°36' 59"W 63.61' C V 63. 6 I ' •
i' . , ~•~-vim \ ~'Cla~l~ ! S17°58' 45"W 37.25' 37. 25'
I • o. o0

S , s, ~ , 20°44' 29"W 73.57' C ~Q C r0. S s 57'
1 n, o`X Y (o-/'9 0-yN, lz GO, Kk'
J S20°44' 29`W 31.04'
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i
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~ S09°50 15"W 72. T8' _
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S09°50' 15"W 28.91'
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~ p ~ _ ~ NEUSE R 1 VER ~ N ~ I VER
w ° 3.50' ~ - ~ I, S1030 18W 6
m w .ar°
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~ Z ~S02 56 41 W 26.59 ~ ~ A \ ~h 5 ~aYQais s/0~'y9
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$i ~ F w C = r r L- 2703
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s.s8'rJ.36 ;i26°50' 33"W 37.34' ~ ~ t
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a.oP' i. X10°23' 06"W 93.59'
r
i/ OWNER: BUFFL EHEAD POINT L L C.
A / ~ @, 5924 WILD ORCHARD TRA I L
h• y'h r S01 22 17 E 3T. 08 it ~ o. , ^ bry h P. JO' ~1 ' ° RALEIGH, NORTH CAROLINA 27613
w oil ~.ti o• ~ ti ~0 ~ 54 50' 07'W 11.64 PHONE: [phone]
~ • ^ $ ~ U' 07' W 28.22' °j of M' co. ~ h S5~,5
.ti ~ ti
• o, ,ti ~ a ti ti of ~ h 0~ ° ~ ~ ~ t~ • ~ o ~ M 0 ,~L ~ o h 0 h ~QCLS WIND MILL POINTE
PHA SE ONE
0 ~ h ~ ~ ~ ? ti ~~0 as h ~o~ h~ ~ ~ ~ SHEET TWO
5 V ~•a'J O _J ~ ~h ~ NUMBER vl i h h NUMBER F I VE TOWNSH I P PAML I CO COUNTY
L~la Q f '~r~ ~ ~ ° ~ h NORTH CAROL INA HERBERT J. NOBLES, JR.
t o i ~ • ~ ~ r' V" ~ h o PROFESSIONAL LAND SURVEYOR L-2703
" h ~ ~ vas ~ ~ 186 CAMDEN ROAD BAYBORO, NORTH CAROLINA 28515
n ~ o ~ BA ~ ~a 9 [phone]
° ~ ~ ~ h~ PROJECT NO. 22031 DATE: 12.27x2004
~ ~ y SCALE: I'• 10 ~ o~ h I~ SCALE: I'• 100' SCREEN NAAE:BUFFLEI SHEET 3 OF 3
as r, o y~a ova F are Ili Yow>~ T q f
X ~V
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